portada volum iii

Estudi estructural del quadre d’una bicicleta reclinada mitjançant la

simulació per elements finits

Volum III

ANNEXES

Miquel Caballé Grau Treball final de carrera

Núm. Registre: 1282 Tutor: Marc Antoni Soler Conde

Enginyeria tècnica industrial, especialitat mecànica EUPM. UPC. Juny 2004

Estudi estructural del quadre d’una bicicleta reclinada mitjançant la simulació per elements finits Núm. Registre: 1282

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Índex Introducció Bibliografia d’annexes Annex A: El mètode dels elements finits

A.1.- Origins of the Finite Element Method

A.2.- How can the FEM Help the Design Engineer? A.3.- How can the FEM Help the Design Organization? A.4.-Theoretical Basis: Formulating Element Equations

A.4.1.- Theoretical Basis: MWR A.4.2.- Theoretical Basis: Galerkin’s Method A.4.3.- Theoretical Basis: Variational Method A.5.- Advantages of the Finite Element Method A.6.- Disadvantages of the Finite Element Method

Annex B: El programa d’elements finits ANSYS

B.1.- BEAM188. 3-D Linear Finite Strain Beam Annex C: Les bicicletes reclinades

C.1.- Introducció C.2.- Tipus de bicicletes reclinades C.3.- Història dels vehicles reclinats

C.3.1.- The pioneers C.3.2.- The invention of the recumbent bike C.3.3.- The hour world record C.3.4.- Still unbeatable C.3.5.- 1996 Update

Annex D: Localització del centre de gravetat de la bicicleta MiqAdo

D.1.- Centre de gravetat de la bicicleta

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D.2.- Posició horitzontal del centre de gravetat del ciclista sobre la bicicleta D.3.- Qüestions derivades

Annex E: Plànols

E.1.- Plànol 1282.1 (DIN A3) E.2.- Plànol 1282.2 (DIN A3) E.3.- Plànol 1282.3 (DIN A3)

Annex F: Llistats de resultats d’ANSYS (format electrònic)

F.1.- Introducció

F.2.- Exemple

F.3.- Llistats de resultats

F.3.1.- Resultats del cas 1

F.3.2.- Resultats del cas 2.1

F.3.3.- Resultats del cas 2.2





F.3.8.- Resultats del la 1a comprovació

F.3.9.- Resultats del la 2a comprovació

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Introducció En aquests annexes s’ha fet un recull de la informació que s’ha cregut que pot ser d’ajuda a l’hora d’entendre, o bé per ampliar els coneixements, temes determinats als quals es fa referència recurrentment en la memòria del present treball. Pot sorprendre al lector que els annexes A i B, així com una part important del C, estan en llengua anglesa. Són textos extrets directament d’internet que han sigut mantinguts en la llengua original en la que s’han trobat. No s’han traduït al català ni al castellà fent ús de la recomanació de la referència 1 que, inspirada en la norma internacional ISO 690 (UNE 54104) sobre referències bibliogràfiques, aconsella mantenir els texts reproduïts en la seva llengua original. Bibliografia d’annexes

1. Accés: 6. Aprendre a aprendre: Referències bibliogràfiques (2003). Servei de biblioteques i Documentació. UPC.

2. ANSYS. <http://www.ansys.com/> [Consultada 22 maig 2004].

3. Bikefix - recumbent history. <http://www.bikefix.co.uk/forbidden.html>

[Consultada 27 abril 2004].

4. Finite Element Analysis. <http://ceaspub.eas.asu.edu/structures/FiniteElementAnalysis.htm> [Consultada 20 maig 2004].

5. International human power vehicles asociation. www.ihpva.org [Consultada

27 abril 2004].

6. Recumbent Bikes. <http://www.bicyclinglife.com/PracticalCycling/FancyBikes.htm> [Consultada 27 abril 2004].

7. Romero, Forns i Martín. (1995). Apuntes de dibujo técnico. 1995. Manresa:

UPC.


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Annex A: El mètode dels elements finits The Finite Element Method (FEM) is a numerical technique to obtain approximate solutions to a wide variety of engineering problems where the variables are related by means of algebraic, differential and integral equations. Many problems in engineering and applied science are governed by differential or integral equations. The solutions to these equations would provide an exact, closed-form solution to the particular problem being studied. However, complexities in the geometry, properties and in the boundary conditions that are seen in most real-world problems usually means that an exact solution cannot be obtained or obtained in a reasonable amount of time. Current product design cycle times imply that engineers must obtain design solutions in a ‘short’ amount of time. They are content to obtain approximate solutions that can be readily obtained in a reasonable time frame, and with reasonable effort. The FEM is one such approximate solution technique. The FEM is a numerical procedure for obtaining approximate solutions to many of the problems encountered in engineering analysis. In the FEM, a complex region defining a continuum is discretized into simple geometric shapes called elements. The properties and the governing relationships are assumed over these elements and expressed mathematically in terms of unknown values at specific points in the elements called nodes. An assembly process is used to link the individual elements to the given system. When the effects of loads and boundary conditions are considered, a set of linear or nonlinear algebraic equations is usually obtained. Solution of these equations gives the approximate behavior of the continuum or system. The continuum has an infinite number of degrees-of-freedom (DOF), while the discretized model has a finite number of DOF. This is the origin of the name, finite element method. The number of equations is usually rather large for most real-world applications of the FEM, and requires the computational power of the digital computer. The FEM has little practical value if the digital computer were not available. Advances in and ready availability of computers and software has brought the FEM within reach of engineers working in small industries, and even students. Two features of the finite element method are worth noting.• The piecewise approximation of the physical field (continuum) on finite elements provides good precision even with simple approximating functions. Simply increasing the number of elements can achieve increasing precision. The locality of the approximation leads to sparse equation systems for a discretized problem. This helps to ease the solution of problems having very large numbers of nodal unknowns. It is not uncommon today to solve systems containing a million primary unknowns.


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A.1.- Origins of the Finite Element Method It is difficult to document the exact origin of the FEM, because the basic concepts have evolved over a period of 150 or more years. The term finite element was first coined by Clough in 1960. In the early 1960s, engineers used the method for approximate solution of problems in stress analysis, fluid flow, heat transfer, and other areas. The first book on the FEM by Zienkiewicz and Chung was published in 1967. In the late 1960s and early 1970s, the FEM was applied to a wide variety of engineering problems. The 1970s marked advances in mathematical treatments, including the development of new elements, and convergence studies. Most commercial FEM software packages originated in the 1970s (ABAQUS, ADINA, ANSYS, MARK, PAFEC) and 1980s (FENRIS, LARSTRAN ‘80, SESAM ‘80.) The FEM is one of the most important developments in computational methods to occur in the 20th century. In just a few decades, the method has evolved from one with applications in structural engineering to a widely utilized and richly varied computational approach for many scientific and technological areas.

A.2.- How can the FEM Help the Design Engineer? The FEM offers many important advantages to the design engineer: Easily applied to complex, irregular-shaped objects composed of several different materials and having complex boundary conditions. Applicable to steady-state, time dependent and eigenvalue problems. Applicable to linear and nonlinear problems. One method can solve a wide variety of problems, including problems in solid mechanics, fluid mechanics, chemical reactions, electromagnetics, biomechanics, heat transfer and acoustics, to name a few. General-purpose FEM software packages are available at reasonable cost, and can be readily executed on microcomputers, including workstations and PCs. The FEM can be coupled to CAD programs to facilitate solid modeling and mesh generation. Many FEM software packages feature GUI interfaces, auto-meshers, and sophisticated postprocessors and graphics to speed the analysis and make pre and post-processing more user-friendly.

A.3.- How can the FEM Help the Design Organization? Simulation using the FEM also offers important business advantages to the design organization: Reduced testing and redesign costs thereby shortening the product development time. Identify issues in designs before tooling is committed. Refine components before dependencies to other components prohibit changes. Optimize performance before prototyping.


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Discover design problems before litigation. Allow more time for designers to use engineering judgement, and less time “turning the crank.”

A.4.-Theoretical Basis: Formulating Element Equations Several approaches can be used to transform the physical formulation of a problem to its finite element discrete analogue. If the physical formulation of the problem is described as a differential equation, then the most popular solution method is the Method of Weighted Residuals. If the physical problem can be formulated as the minimization of a functional, then the Variational Formulation is usually used.

A.4.1.- Theoretical Basis: MWR One family of methods used to numerically solve differential equations are called the methods of weighted residuals (MWR). In the MWR, an approximate solution is substituted into the differential equation. Since the approximate solution does not identically satisfy the equation, a residual, or error term, results. Consider a differential equation Dy’’(x) + Q = 0 (1) Suppose that y = h(x) is an approximate solution to (1). Substitution then gives Dh’’(x) + Q = R, where R is a nonzero residual. The MWR then requires that Wi(x)R(x) = 0 (2) where Wi(x) are the weighting functions. The number of weighting functions equals the number of unknown coefficients in the approximate solution.

A.4.2.- Theoretical Basis: Galerkin’s Method There are several choices for the weighting functions, Wi. In the Galerkin’s method, the weighting functions are the same functions that were used in the approximating equation. The Galerkin’s method yields the same results as the variational method when applied to differential equations that are self-adjoint. The MWR is therefore an integral solution method. Many readers may find it unusual to see a numerical solution that is based on an integral formulation.


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A.4.3.- Theoretical Basis: Variational Method The variational method involves the integral of a function that produces a number. Each new function produces a new number. The function that produces the lowest number has the additional property of satisfying a specific differential equation. Consider the integral D/2 y’’(x) - Qy]dx = 0. (1) The numerical value of π can be calculated given a specific equation y = f(x). Variational calculus shows that the particular equation y = g(x) which yields the lowest numerical value for π is the solution to the differential equation Dy’’(x) + Q = 0. (2) In solid mechanics, the so-called Rayeigh-Ritz technique uses the Theorem of Minimum Potential Energy (with the potential energy being the functional, π) to develop the element equations. The trial solution that gives the minimum value of π is the approximate solution. In other specialty areas, a variational principle can usually be found.

A.5.- Advantages of the Finite Element Method •Can readily handle complex geometry:

»The heart and power of the FEM. •Can handle complex analysis types:»Vibration

»Transients »Nonlinear »Heat transfer »Fluids

•Can handle complex loading: »Node-based loading (point loads). »Element-based loading (pressure, thermal, inertial forces). »Time or frequency dependent loading.

•Can handle complex restraints: »Indeterminate structures can be analyzed.

•Can handle bodies comprised of nonhomogeneous materials: »Every element in the model could be assigned a different set of material properties.

•Can handle bodies comprised of nonisotropic materials: »Orthotropic »Anisotropic

•Special material effects are handled: »Temperature dependent properties. »Plasticity »Creep »Swelling

•Special geometric effects can be modeled: »Large displacements. »Large rotations. »Contact (gap) condition.


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A.6.- Disadvantages of the Finite Element Method •A specific numerical result is obtained for a specific problem. A general closed-form solution, which would permit one to examine system response to changes in various parameters, is not produced. •The FEM is applied to an approximation of the mathematical model of a system (the source of so-called inherited errors.) •Experience and judgment are needed in order to construct a good finite element model. •A powerful computer and reliable FEM software are essential. •Input and output data may be large and tedious to prepare and interpret. •Numerical problems:

»Computers only carry a finite number of significant digits. »Round off and error accumulation. »Can help the situation by not attaching stiff (small) elements to flexible (large) elements.

•Susceptible to user-introduced modeling errors: »Poor choice of element types. »Distorted elements. »Geometry not adequately modeled.

•Certain effects not automatically included: »Buckling »Large deflections and rotations. »Material nonlinearities . »Other nonlinearities.

Font: Finite Element Analysis. <http://ceaspub.eas.asu.edu/structures/FiniteElementAnalysis.htm>


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Annex B: El programa d’elements finits ANSYS ANSYS is a finite-element analysis package used widely in industry to simulate the response of a physical system to structural loading, and thermal and electromagnetic effects. ANSYS uses the finite-element method to solve the underlying governing equations and the associated problem-specific boundary conditions.

B.1.- BEAM188. 3-D Linear Finite Strain Beam The BEAM188 element is suitable for analyzing slender to moderately stubby/thick beam structures. This element is based on Timoshenko beam theory. Shear deformation effects are included. BEAM188 is a linear (2-node) beam element in 3-D with six degrees of freedom at each node. The degrees of freedom at each node include translations in x,y, and z directions, and rotations about the x,y, and z directions. Warping of cross sections is assumed to be unrestrained. The beam elements are well-suited for linear, large rotation, and/or large strain nonlinear applications. BEAM188 includes stress stiffness terms, by default, in any analysis with NLGEOM,ON. The stress stiffness terms provided enable the elements to analyze flexural, lateral and torsional stability problems (using eigenvalue buckling or collapse studies with arc length methods). BEAM188 can be used with any cross section defined using the SECTYPE, SECDATA, SECOFFSET and SECNUM commands. Elasticity and isotropic hardening plasticity models are supported (irrespective of cross section subtype). Figure 4.188-1 BEAM188 3-D Linear Finite Strain Beam

4.188.1 Input Data The geometry, node locations, and the coordinate system for this element are shown in Figure 4.188-1. BEAM188 is defined by nodes I and J in the global coordinate system. Node K is always required to define the orientation of the element. For information about orientation nodes and beam meshing, see Chapter 7 of the ANSYS Modeling and Meshing Guide. See LMESH and LATT command descriptions for details on generating the K node automatically.


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The beam elements are one-dimensional line elements in space. The cross section details are provided separately using SECTYPE, and SECDATA commands (see the ANSYS Commands Reference for details). Note that a beam section defined using SECTYPE and SECDATA commands may be referenced by either BEAM188/BEAM189 or both in the same model. A section is associated with the beam elements by specifying the section ID number (SECNUM). A section number is an independent element attribute. The beam elements are based on Timoshenko beam theory, which is a first order shear deformation theory: transverse shear strain is constant through the cross section, i.e., cross sections remain plane and undistorted after deformation. BEAM188 and BEAM189 elements can be used for slender or stout beams. Due to the limitations of first order shear deformation theory, only moderately "thick" beams may be analyzed.

Slenderness ratio of a beam structure may be used in judging the applicability of the element, where: G=Shear modulus A=Area of the cross section L=Length of the cross section EI=Flexural rigidity It is important to note that this ratio should be calculated using some global distance measures, and not based on individual element dimensions. Figure 4.189-2 provides an estimate of transverse shear deformation in a cantilever beam subjected to a tip load. Although the results can not be extrapolated to any other application, the example serves well as a general guideline. We recommend that the slenderness ratio should be greater than 30. Figure 4.188-2 Cantilever Beam Under Tip Load

Slenderness Ratio Timoshenko/ (GAL2/(EI)>30) Euler-Bernoulli 25 1.120 50 1.060 100 1.030 1000 1.003 These elements support an elastic relationship between transverse shear forces and transverse shear strains. Users may specify transverse shear stiffnesses using real constants. BEAM188 and BEAM189 elements assume that the warping of a cross section is small enough such that it may be neglected. The St. Venant warping functions for torsional behavior is determined in the undeformed state, and is used to define shear strain even after yielding. ANSYS does not provide options to recalculate the torsional shear distribution on cross sections during the analysis and possible partial plastic yielding of cross section. As such, large inelastic deformation due to torsional loading should be treated and verified with caution. Under such circumstances, alternative modeling using solid or shell elements is recommended.


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BEAM188 and BEAM189 allow change in cross-sectional inertia properties as a function of axial elongation. By default, the cross sectional area changes such that the volume of the element is preserved, even after deformation. The default is suitable for elasto-plastic applications. By using KEYOPT(2), users may choose to keep the cross section constant or rigid. Element output is available at element integration stations, and at section integration points. Integration stations (Gauss points) along the length of the beam are shown in Figure 4.188-3. Figure 4.188-3 BEAM188 3-D Linear Finite Strain Beam Element Integration Stations

The section strains, and forces (including bending moments) may be obtained at these integration stations. The element supports output options to extrapolate such quantities to the nodes of the element. BEAM188 is provided with section-relevant quantities (area of integration, position, Poisson function, function derivatives etc.) automatically at a number of section points by the use of SECTYPE and SECDATA commands. Each section is assumed to be an assembly of a predetermined number of 9-node cells (see Figure 4.188-4 which illustrates section model of a rectangular and channel section subtype). Each cross-section cell has 4 integration points. Figure 4.188-4 BEAM188 Cross Section Models

BEAM188 provides options for output at the section integration points, and/or section nodes. The user may also request output only on the exterior boundary of the cross section. PRSSOL prints the BEAM188 section nodal and section integration point


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results. Stresses and strains are printed at section nodes, and plastic strains and plastic work are printed at section integration points. When the material associated with the elements has inelastic behavior or when the temperature varies across the section, constitutive calculations are performed at the section integration points. For more common elastic applications, the element uses precalculated properties of the section at the element integration points. The stresses and strains, however, are calculated in the output pass at the section integration points. If the section is assigned the subtype ASEC, only the generalized stresses and strains (axial force, bending moments, transverse shears, curvatures, shear strains) are available for output. 3D contour plots and deformed shapes are not available. The ASEC subtype can be displayed only as a thin rectangle to verify beam orientation. For the mass matrix, and evaluation of consistent load vectors, a higher order integration rule (than that used for stiffness matrix) is employed. The elements support both consistent and lumped mass matrices. Use LUMPM,ON for activating lumped mass matrix. Consistent mass matrix is used by default. An added mass per unit length may be input with the ADDMAS real constant. See Table 4.188-1. Forces are applied at the nodes (which also define the element x-axis). If the centroidal axis is not co-linear with the element x-axis, applied axial forces will cause bending. Applied shear forces will cause torsional strains and moment, if the centroid and shear center of the cross section are different. The nodes should therefore be located at the desired point of application of the forces. Use the OFFSETY, OFFSETZ parameters of the SECOFFSET command appropriately. By default, ANSYS uses the centroid as the reference axis for the beam elements. Element loads are described in Section 2.7. Pressures may be input as surface loads on the element faces as shown by the circled numbers on Figure 4.188-1. Positive normal pressures act into the element. Lateral pressures are input as force per unit length. End "pressures" are input as forces. BEAM188 is based on linear polynomials, unlike other Hermitian polynomial-based elements in ANSYS (for example, BEAM4). Due to this, the offsets in specification of distributed loads are not allowed. In addition, non-nodal concentrated forces are not supported. Refinement of the mesh is recommended in order to accommodate such loading. BEAM188 is computationally efficient and has super-convergence properties with respect to mesh refinement. Temperatures may be input as element body loads at three locations at each end node of the beam. At each end, the element temperatures are input at the element x-axis (T(0,0)), at one unit from the x-axis in the element y-direction (T(1,0)), and at one unit from the x-axis in the element z-direction (T(0,1)). The first coordinate temperature T(0,0) defaults to TUNIF. If all temperatures after the first are unspecified, they default to the first. If all temperatures at node I are input, and all temperatures at node J are unspecified, the node J temperatures default to the corresponding node I temperatures. For any other input pattern, unspecified temperatures default to TUNIF. A summary of the element input is given in Table 4.188-1. Table 4.188-1 BEAM188 Input Summary Element Name BEAM188 Nodes I, J, K Degrees of Freedom UX, UY, UZ, ROTX, ROTY, ROTZ

Real Constants Reserved, TYZ 1., TXZ 1., ADDMAS Material Orthotropic linear elastic properties or nonlinear material


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Properties properties for plasticity.

Surface Loads

Pressure: face 1 (I-J) (-z normal direction), face 2 (I-J) (-y normal direction), face 3 (I-J) (+x tangential direction), face 4 (I) (+x axial direction), face 5 (J) (-x direction). Use a negative value for loading in the opposite direction

Body Loads Temperatures: T(0,0), T(1,0), T(0,1) at each end node

Special Features Large deflection, Rotation, Large strains, Plasticity, Stress stiffening

KEYOPT(2) 0 - Default; cross section is scaled as a function of axial stretch; applies only if if NLGEOM,ON has been invoked 1 - Section is assumed to be rigid (classical beam theory)

KEYOPT(5) 0 - Default; symmetrized pressure load stiffness 1 - Unsymmetrical pressure load stiffness 2 - Ignore pressure load stiffness

Note-KEYOPT(6) through KEYOPT(9) are only active when OUTPR,ESOL is active. The strains reported in the element output, when keyopts 6,7,8,9 are active, are total strains. "Total" implies the inclusion of thermal strains. When the material associated with the element has plasticity, plastic strain and plastic work are also provided.

KEYOPT(6)

Output control at element integration point. 0 - Default; output section forces, section strains, bending moments 1 - Same as KEYOPT(6)=2 plus current section area 2 - Same as KEYOPT(6)=1 plus element basis directions (x,y,z) 3 - Output section forces/moments and strains/curvatures extrapolated to element nodes

KEYOPT(7)

Output control at section integration point. (Not available when section subtype = ASEC) 0 - Default; none 1 - Maximum and minimum stresses/strains 2 - Same as KEYOPT(7)=1 plus stresses and strains at each section point

KEYOPT(8)

Output control at section nodes (Not available when section subtype = ASEC) 0 - Default; none 1 - Maximum and minimum stresses/strains 2 - Same as KEYOPT(8)=1 plus stresses and strains along the exterior boundary of the cross section 3 - Same as KEYOPT(8)=1 plus stresses and strains at each section node

KEYOPT(9)

Output control for extrapolated values at element nodes and section nodes (Not available when section subtype = ASEC) 0 - Default; none 1 - Maximum and minimum stresses/strains 2 - Same as KEYOPT(9)=1 plus stresses and strains along the


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exterior boundary of the cross section 3 - Same as KEYOPT(9)=1 plus stresses and strains at all section nodes

1. Transverse Shear Stiffness 4.188.2 Output Data The solution output associated with these elements is in two forms:

• nodal displacements, reactions included in the overall nodal solution • additional element output as described in Table 4.188-2

Where necessary, we recommend KEYOPT(8)=2 and KEYOPT(9)=2. See the ANSYS Basic Analysis Procedures Guide for ways to view results. Table 4.188-2 uses the following notation: A colon (:) in the Name column indicates the item can be accessed by the Component Name method [ETABLE, ESOL] (see Section 2.2.2). The O and R columns indicate the availability of the items in the file Jobname.OUT (O) or in the results file (R), a Y indicates that the item is always available, and a number refers to a table footnote which describes when the item is conditionally available. Table 4.188-2 BEAM188 Element Output Definitions Name Definition O REL Element number Y Y NODES Element connectivity Y Y MAT Material number Y Y VOLU Volume Y Y CENT: X,Y,Z Center location Y Y AREA Area of cross-section 1 Y SF Section forces 1 Y SE Section strains 1 Y S Section point stresses 2 Y E Section point strains 2 Y 1. See KEYOPT(6) description 2. See KEYOPT(7), KEYOPT(8), KEYOPT(9) and description Table 4.188-3 lists output available through the ETABLE command using the Sequence Number method. See Chapter 5 of the ANSYS Basic Analysis Procedures Guide and Section 2.2.2.2 of this manual for more information. Table 4.188-3 uses the following notation:

Name - output quantity as defined in the Table 4.188-2 Item - predetermined Item label for ETABLE command I,J - sequence number for data at nodes I and J

Table 4.188-3 BEAM188 Item and Sequence Numbers for the ETABLE and ESOL Commands


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Name Item I J Axial Force SMISC 1 14 Bending Moment My SMISC 2 15 Bending Moment Mz SMISC 3 16 Torque Mx SMISC 4 17 Shear Force in XZ Plane SMISC 5 18 Shear Force in XY Plane SMISC 6 19 Axial Strain SMISC 7 20 Curvature Kyy SMISC 8 21 Curvature Kzz SMISC 9 22 Torsion curvature Kxx SMISC 10 23 Transverse Shear Stain (XZ) SMISC 11 24 Transverse Shear Strain (XY) SMISC 12 25 Area of Cross Section SMISC 13 26 4.188.3 Assumptions and Restrictions The beam must not have zero length. The section associated with the beam may not have any more than 25 cells. This restriction is applicable to the standard library sections that allow user specification of section model size, and for the MESH section subtype. The effects of warping restraints is assumed to negligible. Cross section failure or folding is not accounted for. It is a common practice in civil engineering to model the frame members of a typical multistoried structure using a single element for each member. Because of cubic interpolation of lateral displacement, BEAM4 and BEAM44 are well-suited for such an approach. However, if BEAM188 is used in that type of application, be sure to use several elements for each frame member. BEAM188 includes the effects of transverse shear. This element works best with the full Newton-Raphson solution scheme (i.e. default choice in solution control). For nonlinear problems that are dominated by large rotations, we strongly recommend that you do not use PRED,ON. BEAM188 and BEAM189 elements assume that the warping of a cross section is small enough such that it may be neglected. Note that only moderately "thick" beams may be analyzed. See Section 4.188.1 for more information. 4.188.4 Product Restrictions There are no product restrictions for this element.


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Annex C: Les bicicletes reclinades

C.1.- Introducció La paraula reclinada o reclinable, en anglès “recumbent”, fa referència a la posició que pren el ciclista que va assentat o estirat sobre un seient amb respatller, amb les cames per davant del cos, més o menys horitzontalment. De vehicles de tracció humana en posició reclinada n’hi ha de molts tipus, des de dues, tres i quatre rodes fins a barques i avions. Les bicicletes, de dues rodes, estan accionades habitualment amb les cames tot i que també n’hi ha que funcionen només amb les mans, o amb els dos parells d’extremitats. Una de les característiques més destacables és la comoditat del seient, que són grans i amples, permetent que el ciclista recolzi el seu pes en una gran superfície, habitualment des del principi de les cuixes fins a les espatlles. Això evita els comuns dolors que provoca, en diverses parts del cos (coll, lumbars, perineu...), l’ús prolongat d’una bicicleta estàndard.

Tan avantatjosa com la comoditat és la major eficiència aerodinàmica de la que gaudeixen, a l’exposar menys àrea frontal resistent a l’aire. El manillar pot estar per sobre del seient (en anglès “Above seat steering) o per sota del seient (en anglès “Under seat steering”) però en tot cas queda a una distància molt ergonòmica del tronc i permet agafar-lo amb comoditat, sense haver de fer força per impulsar-se o mantenir-se en equilibri. Això evita també els dolors als canells i el cansament dels muscles de les extremitats superiors quan el circula durant molt de temps. La seva conducció és fàcil per a qualsevol persona que ja sàpiga anar en bicicleta, i l’estabilitat general del vehicle depèn de la distància entre eixos, l’alçada del centre de gravetat del conjunt ciclista-bicicleta, així com de la configuració de la direcció. La posició de les cames exercita grups de muscles lleugerament diferents que en una bicicleta “vertical”, i per tant desenvolupar tot el potencial requereix un temps d’adaptació. Tots els records de velocitat amb vehicles terrestres de tracció humana han sigut aconseguits amb models reclinats, ja sigui amb un, dos o més ciclistes, amb o sense closques aerodinàmiques que en milloren notablement l’aerodinàmica. Degut a que el ciclista va assegut més avall que en una bicicleta estàndard, són menys visibles per als altres usuaris de carretera com ara cotxes i camions, cosa que fa força recomanable, per qüestions de seguretat viària, la instal·lació d’una banderola, objectes lluminosos o reflectants que n’augmentin la vistositat. Val a dir que la posició més còmoda del cap respecte del tronc permet observar molt millor l’entorn gaudint molt més del trajecte.


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El fet de tenir l’esquena recolzada possibilita que el ciclista faci més força en la pedalejada que el seu propi pes. Això pot ser un avantatge o un inconvenient ja que els genolls poden patir sobreesforç. Per tal de pujar pendents és recomanable fer servir relacions més curtes i augmentar les revolucions de pedaleig. L’angle d’inclinació del seient pot variar força, des dels 90º fins pràcticament la horitzontal, segons si es pretén major o menor aerodinàmica, o major o menor facilitat de visió. En tot cas la posició és força còmoda. Un inconvenient important, sobretot en països calorosos, és que el ciclista pot evacuar menys calor a través de l’esquena ja que aquesta està recolzada en el seient. Això repercuteix en l’eficiència del ciclista. Aquest problema es pot minimitzar amb seients de tela de reixeta o amb perforacions que augmentin l’aireació.

C.2.- Tipus de bicicletes reclinades La quantitat de configuracions de bicicletes reclinades és molt més gran que en bicicletes estàndards. El criteri bàsic de classificació és segons la distància entre eixos, també anomenada batalla, que dóna tres grups: - De batalla curta (Short Wheel Base): entre 84 i 115 cm entre eixos. Allò que les diferencia de les altres és que els pedals, bieles i plats estan situats a davant de tot de la bicicleta, per davant de la roda directriu, que queda aproximadament sota dels genolls. Són força dirigibles, un pel “nervioses”, és a dir de resposta ràpida, i tenen petits radis de gir.

Amb el manillar per sota del seient.

Amb el manillar per sobre del seient.

- De batalla llarga (Long Wheel Base): entre 165 i 180 cm entre eixos. La roda davantera està situada per davant del conjunt pedals, bieles i plats. Són molt estables i “tranquil·les” en la conducció. Tenen grans radis de gir, fet que en pot dificultar la maniobrabilitat en carrers estrets.


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- De batalla llarga compacta (Compact Long Wheel Base): entre 116 i 164 cm entre eixos. La roda davantera està situada just a sobre de l’eix de pedalier, intentant que la distància entre rodes sigui més curta. A vegades la diferència entre batalla llarga i batalla llarga compacta és difícil d’establir. Tenen unes característiques intermedies als dos tipus anteriors, i són les més fàcils de conduir.



A banda de la classificació segons la batalla també existeixen bicicletes reclinades de tracció davantera, en les que tant la direcció com la tracció es concentren en la roda del davant. Això permet recorreguts de cadena molt més curts, com els d’una bicicleta estàndard, però té limitacions en els graus de gir possibles, ja sigui degut a que les cames han de girar els mateixos graus quan l’eix de direcció està en la vertical de la pelvis (tipus A), o bé per que la cadena es torsiona durant el gir (tipus B).


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Tipus A

Tipus B

C.3.- Història dels vehicles reclinats (en anglès)

C.3.1.- The pioneers The history of the recumbent bicycle is filled with intrigue. Only a few people today realise that the current surge in interest and ownership of recumbents is a renaissance of what occurred at the end of the previous century and in the early years of this one. The banning of recumbents from bicycle racing in 1934 had the effect of putting the recumbent bicycle design in the closet for fifty years, until it was re-discovered there primarily by MIT professor David Gordon Wilson and his student. To him, I and thousands of other laid-back cyclists will be eternally grateful. But let’s go back to slightly before that foolish day in 1934 and look at three recumbent pioneers: Charles Mochet, his son George Mochet and cyclist Francis Faure.

Before World War I Charles Mochet built small, very light cars. His wife had decided the common bicycle was far too dangerous for their son George, so Charles built him a pedal-driven four-wheeled vehicle.. The four-wheeler indeed reduced the danger of falling over. Nobody had guessed what else it might lead to. The four-wheeler proved to be exceedingly fast. Little George was delighted with his 'human powered vehicle' (HPV) when he easily left the other kids on bikes behind. This soon led to a demand for the vehicles and Charles Mochet ultimately decided to give up the building of automobiles in favour of devoting himself to the construction of HPV’s. He built a two-seated, four-wheeled pedal-car for adults that he called 'Velocar'. They had the comfortable seating position and the trunk of a car, with the pedal propulsion of the bicycle. The technical

equipment included a differential, three gears and a light fairing made of the aeroplane windshield material Triplex. After the First World War the poor economy in France aided their sale. Buying a 'real' car was an unreachable dream for many Frenchmen, but Mochet’s Velocar was affordable. So Charles Mochet was able to sell many of his HPVs. Until the thirties the sales of the Velocar steadily increased. In practice the Velocars turned out to be very fast. From time to time they were used as pace vehicles in bicycle races. The Velocars soon reached their limits. At higher speeds, that were easily achieved, cornering got very dangerous. Every curve meant


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having to brake hard and then re-accelerate. One had to pedal hard to be fast on a curved path. Charles Mochet experimented and built a vehicle with three wheels, but its tendency towards falling over in curves was even worse than the four-wheeler.

C.3.2.- The invention of the recumbent bike Finally Mochet had an idea: Divide a Velocar into two halves. He built a two-wheeled version, in effect a recumbent bicycle. The bike had two 50 cm wheels, a wheelbase of 146 cm and a bottom bracket / boom that was about 12 cm above the seat and adjustable to the drivers height. It was possible to change the elevation of the seat and an intermediate drive provided the necessary gearing. During the development of his recumbent bike Charles Mochet acted deliberately: long and careful planning and much thinking preceded the actual building. Mochet not only wanted to show that the recumbent bike is faster than the common bike. He also wanted to convey to other cyclists that a recumbent bicycle is also highly suitable for touring and every-day use.

On the racing side Mochet was looking out for a good rider to ride his new recumbent bike in cycling events. At first Mochet had Henri Lemoine, a pro cyclist, riding it. Henri was astonished at the comfort and how easy it was to steer. Even so, he couldn’t be convinced to ride the Velocar in contests. Perhaps it was the ridicule of other cyclists that kept him from riding it in competition. In any case Henri Lemoine never entered a single cycling event on a recumbent bike, much to his loss. Mochet’s second choice of riders was Francis Faure, brother of the famous cyclist Benoit Faure. Francis was a decidedly lesser rider than either Lemoine or his brother Benoit. But he was the first serious cyclist who really took an interest in Mochet’s recumbent bike. After a few test rides he decided to enter a race riding it. At the start this event the other riders laughed at him and said: "Faure, you must be tired and want to go to take a nap on that thing. Why don’t you sit up upright and pedal like a man?" They quit laughing when Faure poured his annoyance into the pedals and


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left them all behind. They couldn’t even get close to him. Afterwards they were upset that they couldn’t even draft his funny bike. One after the other Francis Faure defeated every first-class track cyclist in Europe, taking advantage of recumbents’ clear aerodynamic superiority.. The following year Faure was practically unbeatable in 5000-metre events. Even in races against three or four top riders, who would alternate pacing a leader, Faure would leave the Velodrome in the yellow jersey. Beside the successes on the track the Velocars and their riders won a lot of road races. Paul Morand, a road racer, won the Paris-Limoges in 1933 on a recumbent bike constructed by Mochet.

C.3.3.- The hour world record After Faure had established new world records on various short courses and other cyclists on recumbents had handily beaten their competitors at road races, Charles and George Mochet as well as Faure decided to attack the hour record, long considered the 'ultimate' bicycling record. Mochet wanted to be sure that a record with his split Velocar would be acknowledged. He therefore queried the Union Cycliste International (UCI) in October 1932. He received a positive reply to his letter: "The Velocar has no add-on aerodynamic components attached so there is no reason to forbid it." From the beginning of the century until the thirties the French cyclist Marcel Berthet and the Swiss Cycling-idol Oscar Egg battled over the hour record. In 1907 Berthet established a record of 41.520 kilometres per hour. During the next seven years the record passed six times from Oscar Egg to M. Berthet and back, before Egg covered the sensational distance of 44.247 km (27.4) in 60 minutes. This record lasted almost 20 years - up to 1933. During the war many cyclists lost their lives, were disabled or neglected their training so it is understandable that there wasn’t a serious record attempt in the years immediately after the war. Nevertheless the record by Oscar Egg has to classified as an outstanding performance. In the meantime various designers and bike enthusiasts had begun experimenting constructing cloth fairings. In 1913 the French man Etienne Bunau-Varilla began offering a fairing that could be fitted to a regular bike. German bike manufacturers like Goericke and Brennabor let riders of their teams take part in races with cloth-faired vehicles. In the following years various faired bikes competed with each other. The first race of this kind took place in Berlin in 1914. The Dutch world champion Piet Dickentman and the European champion Arthur Stellbrink from Berlin raced. The world champion crashed and died. Possibly as a result of the fatality, the UCI changed the rules in 1914 and specifically prohibited add-on aerodynamic devices such as fairings or nosecones. The faired racing events soon fell into oblivion.


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The 7th of July 1933 was to be the decisive historical day. Francis Faure rode 45.055 km (27.9 miles) in one hour on a Paris velodrome and thereby smashed the almost 20 year old record by Oscar Egg. Faure and Mochet’s Velocar abruptly grabbed the media’s attention. In journals and cycling magazines pictures of the record setting vehicles were being published. Soon questions were asked: Is this actually a bike? Will the Faure record be acknowledged? Will the common bike be made obsolete by the Velocar? Statements, interviews, comments and "political" cartoons all addressed this issue. It was utter chaos. A decision became absolutely necessary on August 29, 1933, in Saint Trond France when Maurice Richard, on an upright, also bested the hour record set by Oscar Egg, who had ridden 44.077 kilometres in one hour. (27.4 miles). Which record was legal? The recumbent’s or the upright’s? Who was the world record holder—Richard or Faure? Would the recumbent be legitimised as a legal bicycle to ride in UCI-sanctioned competitions, or be banned forever from the sport? A decision had to be made. It had become apparent to all that the hour record set by Francis Faure riding the newfangled half Velocar developed by Charles Mochet was going to be hotly debated at the 58th Congress of the UCI on February 3, 1934. An amateur rider demonstrated the Velocar to the Congress by pedalling one around the officials conference table. The officials were all amused and interested, but their opinions on the bike’s legality for racing diverged sharply. The English UCI representative was surprised that the recumbent was so safe to ride, and prophesied a great future for it, saying that it could be the bicycle of the future. The Italian Bertolini, on the other hand, was of the opinion that Mochet’s invention was not a bicycle at all. In addition to factual arguments presented for and against 'allowing' recumbents, non-technical issues also entered the discussion. Some officials were of the opinion that a second-class cyclist like Francis Faure hadn’t earned the right to participate in a world record setting event. Faure had only shown his skills in short races and sprints. How could such a cyclist now presume to hold the highest of all records, the hour? These critics preferred the clearly stronger rider, Richard, over Faure. Rousseau, the French UCI commissioner, brought the issue back into focus. He stated that the UCI and its rules were intended to regulate races, define the legal length and breadth of the bicycle, to prohibit add-on aerodynamic aids, but not to define the bicycle itself.


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The other commissioners apparently disagreed, and designated a task force which would define, or in effect, re-define exactly what was or wasn’t a bicycle. They then voted to recognise the (upright) record of Maurice Richard. Immediately thereafter the [new] definition of what constituted a sport bicycle was accepted by a 58-to-46 vote. The following rules would be in effect in UCI sanctioned racing from that point in history on:

• The bottom bracket had to be between 24 and 30 centimetres above the ground.

• The front of the saddle could only be 12 centimetres behind the bottom bracket. • The distance from the bottom bracket to the axle of the front wheel had to be

between 58 and 75 centimetres. According to these rules, a recumbent wasn’t a bicycle, but something entirely different, despite having two wheels, a chain, handlebars, a seat, and human propulsion. The ruling would take effect on April 1, 1934. It was to be recumbents’ darkest day. Faure’s record was shuffled into a new category called 'Records Set By HPVs without Special Aerodynamic Features'. Embittered by the decision of the UCI, Charles Mochet wrote an appeal letter to the Union. No luck. Rumours at the time were that the decision 'banning' recumbents had less to do with sportsmanship than with economics: The upright bicycle manufacturers and professional riders had money and contacts and together formed a powerful lobbing force. Had the UCI had decided otherwise a lot more riders might be riding recumbents today. The UCI’s decision did, however, make Richard and Faure famous, and left Henry Limone behind in cycling obscurity. Promoters were organising races between the two of them all over Europe. Francis Faure was unbeatable on his Velocar, but the fame belonged to Richard. The public loved to watch the races of these 'forbidden' machines and their infamous drivers! The streamlined Velocar The idea of a streamlined bicycle was not new. Marcel Berthet demonstrated an upright bicycle with a fairing in 1933. At the time he wanted to be the first cyclist to break the 50-kilometres-in-one-hour (31 mph) barrier. He almost did it: On November 18, 1933 the measurement at the end of the hour showed 49.992 kilometres. And Berthet was 47 years old! His record was also placed in a special category created by the UCI for 'sport bicycles' with aerodynamic components. In 1938 Francis Faure and Georges Mochet decided to try to better the record of Marcel Berthet in the special class. Francis Faure also wanted to be the first cyclist to ride more than 50 kilometres in one hour. They produced a faired Velocar. The frame was modified: Faure sat lower and a smaller front wheel was installed to reduce drag. The two men tested the first model by doing laps on the 4000-metre track at Vel d’Hiver in Paris. The first timed lap took place with Faure’s head exposed and no bottom fairing. Faure achieved 48 kilometres per hour, (29.8 mph), able to complete a lap in five minutes - 20 seconds faster than a cyclist on a normal racing bicycle. This was significant in light of the fact that the faired Velocar weighed 11 kilograms (24lb) more than your typical racing bicycle of the day. Still, this lap speed would not be sufficient to beat the one-hour record, so modifications to the Velocar were made. In the next run


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the vehicle was modified to have a smaller opening for Faure’s head. His average speed rose to 49.7 kilometres per hour, saving an additional ten seconds per lap. A bottom fairing was added for the third attempt. Francis Faure was now able to shave an additional 18 seconds off his lap time. The fourth run took place with the track having been polished. This time Francis Faure beat the 55-kilometres-per-hour mark, requiring only four minutes and 20 seconds for each 4000-metre lap. It was decided to make the attempt at the one-hour record with this configuration. The record attempt had to be aborted, however, because the wind in his eyes was causing Francis Faure to lose control of the vehicle. A fifth attempt was going to be made. Georges Mochet built a Triplex fairing to enclose Faure’s head. It worked fabulously. On March 5, 1939, Faure rode 50.537 kilometres in one hour requiring under 4:15 minutes to circle the 4000-metre track! On March 5 1938, the eve of the Second World War, Francis Faure became the first cyclist to travel 50 kilometres in less than one hour without a pace vehicle. He rode 50.537 kilometres on the Vicennes Municipal Cycling Track. The press went wild, both in Europe and the US Pictures of Francis Faure, Georges Mochet and the Velocar appeared in all the bicycling journals. When the war broke out, Francis Faure moved to Australia, where he died in 1948. George Mochet continued to build Velocars and moped versions thereof. These sold well clear into the '60s, because they could be driven without a driving licence. Eventually a change in the law spelled the end of the motorised Velocars.

C.3.4.- Still unbeatable Velocars are still in use. In Marseille you can rent these old HPVs and tour the city in an ecologically sound fashion. The rental shop manager has let it be known that he is looking for a manufacturer because after 30 years some of the bicycles are starting to wear out beyond repair. He feels few manufacturers can come close to the quality of the Velocars, so in the mean time he has chosen to continue to repair the old ones as

much as possible. Francis Faure, Charles and Georges Mochet showed the bicycling world what recumbents are capable of. The UCI ban showed the world the power a few misguided, narrowly focused individuals can have on the future of a sport like bicycling. Their decision set back the acceptance of a safer and more aerodynamically efficient bicycle by 50 years. The formation of the IHPVA and other organisations dedicated to racing and promoting human powered vehicles regardless of their recumbent or upright configuration is largely responsible for undoing that damage,

as the present renaissance of recumbent bicycles so clearly demonstrates. Georges Mochet is retired now, and lives with his wife Francine in St. Aygulf in France. He is involved with the French HPV Association, which has now been in existence for a year. His one-hour record from 1939 remained unbeaten in France until very recently. The Mochet recumbent found a place in the German bicycle museum in Einbeck. The Mochet automobile may be seen in the automotive museum in Osnabruck.


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C.3.5.- 1996 Update The USCF has for all practical purposes 'continued' the ban on recumbents in the US bicycle races they sanction, although more sympathetic(?) commissioners will persuasively argue that recumbents aren’t 'truly' banned. Those recumbent riders who have attempted to enter recumbents in UCSF races (through 1995) have been disqualified for a variety of 'safety' issues such as exposed gearing, bicycle overall length and so on, all in the 'name' of safety, but having the overall effect of banning recumbents from competing. Not that there are that many recumbent riders strong enough to enter USCF events, but those few who have been so bold to attempt to do so have in general given up after being given such a inhospitable reception. Most of these ‘bent riders have retreated to IHPVA and Midwest Streamliner racing events where ‘bents are both welcomed, and the norm. An attempt to get the USCF to come out and flatly say whether recumbents are or are not allowed in their races fell flat. A letter I wrote requesting a 'simple decision' faxed, copied, and emailed to several USCF officials went largely unanswered. One friendlier official responded - he quoted me all the various minutia and rules that apply. In effect, what this says to me they (the UCSF) is (still) saying: "We refuse to come out and make a decision as to whether a recumbent is a "legal" bicycle." Wake up guys, it’s 1996. This article has travelled a long journey. It was edited by Wade H. Nelson with permission back from a German translation by Gunnar Felhau of an adaptation of an article which originally appeared in a 1990 issue of Cycling Science. Translations back from German thanks to Paul Goodrich and Volker Hilsenstein. The original article was written by Anfried Schmitz. Font: Bikefix - recumbent history. <http://www.bikefix.co.uk/forbidden.html>


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Annex D: Localització del centre de gravetat de la bicicleta MiqAdo En aquest annex es mostra el procediment seguit per tal de calcular el centre de gravetat de la bicicleta i del conjunt, bicicleta-ciclista; així com qüestions que es deriven de la posició del centre de gravetat.

D.1.- Centre de gravetat de la bicicleta El càlcul del centre de gravetat de la bicicleta s’ha fet de manera empírica, penjant-la dues vegades per un punt i permetent que es poses en equilibri (figures D.1 i D.2). El centre de gravetat es troba en la intersecció de les dues línies verticals que passen pel punt de subjecció. Juntament amb la bicicleta s’ha penjat, del mateix punt de suport, una plomada (amb el fil ressaltat en vermell) per tal de tenir una referència de la vertical.

Figura D.1.


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Figura D.2.

Sobreposant les dues línies verticals, mantenint les seves posicions relatives respecte de la bicicleta, en una mateixa fotografia (figura D.3) podem localitzar clarament el centre de gravetat. Localitzat el punt només cal mesurar-ne la posició. Hem suposat que el centre de gravetat en la coordenada z està centrat, tot i que la distribució de massa en una bicicleta és lleugerament diferent a un costat i l’altre, degut als plats, pinyons i cadena. Les coordenades del centre de gravetat de la bicicleta, respecte del centre de l’eix de pedalier (amb el mateix sistema d’eixos considerat en la memòria), són: x (m) y (m) z (m) Bicicleta 0.799 -0.0819 0.0000


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Figura D.3.

D.2.- Posició horitzontal del centre de gravetat del ciclista sobre la bicicleta

En aquest cas tan sols es determina la coordenada x del centre de gravetat del ciclista sobre la bicicleta, ja que el mètode utilitzat no permet determinar-ne la coordenada vertical. Com a instrumental s’ha utilitzat una bàscula electrònica de 5g de resolució i de 60 kg de mesura màxima. Primerament s’ha determinat la massa de la bicicleta (mb). mb = 14,85 kg Després s’ha col·locat la bicicleta, recolzada sobre les seves rodes, per una banda sobre la bàscula i per l’altra sobre un suport fix, a la mateixa alçada que la superfície de la bàscula. S’han fet dues pesades amb el ciclista sobre la bicicleta, la primera amb la roda del davant sobre la bàscula, i la segona amb la roda del darrera sobre la bàscula. Les dades obtingudes són:


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1a pesada: m1 = 37,3 kg 2a pesada: m2 = 53,7 kg Val a dir que la dificultat de mantenir-se quiet amb el mínim recolzament per no alterar la mesura, contraposat a la elevada resolució de la bàscula, feien que les mesures tinguessin oscil·lacions notables. S’ha considerat el valor mitjà. Si suposem que el ciclista no ha variat la seva posició relativa respecte de la bicicleta en una pesada i l’altra, tenim que la massa total del conjunt és: mT = 37,3 kg + 53,7 kg = 91,0 kg La massa del ciclista és per tant: mc = 91,0 kg - 14,85 kg = 76,15 kg Si la distància entre eixos, i per tant la distància entre els punts de suport, és de 0,980 m, podem aplicar la fórmula del centre de gravetat en les x, per exemple respecte la roda del darrera:

( ) ( )( )

( ) ( )( )

1 1 2 2

1 2

0 37,3 0,987 53,70,582

37,3 53,7CM

x m x mx m

m m⋅ + ⋅ ⋅ + ⋅

= = =+ +

Així el centre de gravetat del conjunt es troba a 0,582 m per davant de l’eix de la roda del darrera. Respecte de l’eix del pedalier tindrem que el centre de gravetat es troba a: xcm = 0,799 m Per tant la posició del centre de gravetat de la bicicleta coincideix amb la del conjunt bicicleta-ciclista. El centre de gravetat del conjunt pot tenir lleugeres variacions de posició ja que depèn de la morfologia del ciclista així com de la seva posició sobre el seient i els pedals. Suposem que, per la posició assentada que té el ciclista, el seu centre de gravetat es troba a uns 27 cm per sobre de la base del seient, és a dir uns 30 cm per sobre del centre de gravetat del conjunt. Per tant tindrem que la coordenada vertical del centre de gravetat del conjunt, respecte l’alçada del pedalier, es troba a:

( ) ( )( )

( ) ( )( )

1 1 2 2

1 2

0,0819 14,85 ( 0,0819 0,30) 76,150,167

14,85 76,15CM

y m y my m

m m⋅ + ⋅ − ⋅ + − + ⋅

= = =+ +

En resum: x [m] y [m] z [m] Conjunt 0.799 0.1670 0.0000


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D.3.- Qüestions derivades La posició relativa del centre de gravetat (del conjunt) respecte dels punts de contacte de les rodes amb el terra determina els pendents màxims i les acceleracions i desacceleracions màximes que és possible prendre amb la bicicleta. D’aquesta manera es determinen dos angles: a) L’angle entre la vertical i la línia que uneix el centre de gravetat (del conjunt) i el punt de contacte de la roda del davant amb el terra, determina el pendent màxim de baixada que es pot afrontar sense bolcar per davant, i b) L’angle entre la vertical i la línia que uneix el centre de gravetat (del conjunt) i el punt de contacte de la roda del darrera amb el terra determina el pendent màxim de pujada que es pot afrontar sense bolcar cap endarrera. Així mateix les tangents d’aquests angles corresponen a les desacceleracions i acceleracions, respectivament, en funció de l’acceleració de la gravetat, a la que es possible sotmetre la bicicleta sense bolcar. L’angle per al cas a és:

( )( )0,799 0,394

29º0,570 0,167

arctgα −

= = +

L’angle per al cas b és:

( )( )1,381 0,799

38º0,570 0,167

arctgβ −

= = +

La desacceleració màxima, sense que s’aixequi la roda del darrera, correspon a la tangent de l’angle α:

tg α = 0,55 Per tant la bicicleta podrà tenir una desacceleració igual a 0,55 vegades l’acceleració de la gravetat. Aquest valor és molt semblant al que pot tenir una bicicleta estàndard. Per norma general (i no en aquest cas concret) les bicicletes reclinades solen ser capaces d’experimentar desacceleracions més grans que les de bicicletes estàndards, prop del límit d’adherència amb el terra. L’acceleració màxima, sense que s’aixequi la roda de davant, correspon a la tangent de l’angle β:

tg α = 0,78 Per tant la bicicleta podrà tenir una acceleració igual a 0,78 vegades l’acceleració de la gravetat.


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Annex E: Plànols


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(vegeu arxiu d’Autocad 2002: Plànol 1282.1)


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Annex F: Llistats de resultats d’ANSYS


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F.1.- Introducció En aquest annex s’hi troben llistats els resultats originals que ha lliurat ANSYS, dels 8 casos inicials de les condicions de contorn així com de les dues comprovacions que s’han fet del dimensionat final de la bicicleta. ANSYS és capaç de lliurar una gran quantitat d’informació diversa en cada execució de la solució. En aquest annex tan sols hi ha els llistats utilitzats per a la realització del treball. Dins del programa, els resultats es localitzen segons la seqüència: (“General Postproc > List Results > Section Solution > Stress > Principals”) La major part de la informació d’aquests llistats és supèrflua pel que fa a l’abast d’aquest estudi. Tot i el baix número d’elements utilitzat (menys de 60), per a cada execució del càlcul, ANSYS dóna unes 11160 dades de les quals tan sols se n’han utilitzat 50, que corresponen als màxims de l’esforç equivalent de Von Mises per als 50 elements que formen el quadre de la bicicleta. A continuació d’aquest apartat hi ha un exemple on s’ha remarcat la informació utilitzada. El volum total de dades és superior als 100000 valors. En aquest annex no hi ha els resultats de cada un dels processos iteratius ja que durant el procés de tempteig no es miraven totes les dades llistades. En l’índex han sigut creat hipervíncles que permeten el trasllat àgil per dins de les quasi 400 pàgines de l’annex. Tan sol cal col·locar-se en el títol de l’apartat desitjat (dins de l’índex) i clicar-hi.


ANNEXES

37

F.2.- Exemple En aquest exemple s’indica la localització de les dades rellevants per a cada element: En verd hi ha el número d’element. En lila hi ha la secció a la qual pertany l’element. En groc hi ha els dos valors dels màxims de l’esforç equivalent de Von Mises per als nodes 1 i 2. Aquests dos valors sempre són iguals entre ells, i per tant tan sols s’ha utilitzat un valor per a cada element. ELEMENT = 9 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.62896E-03 -0.38741E-10 -0.10965E-07 0.62897E-03 0.62896E-03 3 0.67650E-03 -0.41680E-10 -0.11791E-07 0.67652E-03 0.67651E-03 12 0.67306E+08 0.0000 0.0000 0.67306E+08 0.67306E+08 10 0.62582E+08 0.0000 0.0000 0.62582E+08 0.62582E+08 13 0.0000 0.0000 -0.62582E+08 0.62582E+08 0.62582E+08 15 0.0000 0.0000 -0.67306E+08 0.67306E+08 0.67306E+08 24 0.95185E+08 0.0000 0.0000 0.95185E+08 0.95185E+08 22 0.88505E+08 0.0000 0.0000 0.88505E+08 0.88505E+08 25 0.0000 0.0000 -0.88505E+08 0.88505E+08 0.88505E+08 27 0.0000 0.0000 -0.95185E+08 0.95185E+08 0.95185E+08 36 0.67306E+08 0.0000 0.0000 0.67306E+08 0.67306E+08 34 0.62582E+08 0.0000 0.0000 0.62582E+08 0.62582E+08 37 0.0000 0.0000 -0.62582E+08 0.62582E+08 0.62582E+08 39 0.0000 0.0000 -0.67306E+08 0.67306E+08 0.67306E+08 48 0.11754E-07 0.42083E-10 -0.67863E-03 0.67864E-03 0.67864E-03 46 0.10928E-07 0.39143E-10 -0.63108E-03 0.63109E-03 0.63109E-03 Max= 0.95185E+08 0.42083E-10 0.0000 0.95185E+08 0.95185E+08 Min= 0.0000 -0.41680E-10 -0.95185E+08 0.62897E-03 0.62896E-03 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.62896E-03 -0.38741E-10 -0.10965E-07 0.62897E-03 0.62896E-03 3 0.67650E-03 -0.41680E-10 -0.11791E-07 0.67652E-03 0.67651E-03 12 0.67306E+08 0.0000 0.0000 0.67306E+08 0.67306E+08 10 0.62582E+08 0.0000 0.0000 0.62582E+08 0.62582E+08 13 0.0000 0.0000 -0.62582E+08 0.62582E+08 0.62582E+08 15 0.0000 0.0000 -0.67306E+08 0.67306E+08 0.67306E+08 24 0.95185E+08 0.0000 0.0000 0.95185E+08 0.95185E+08 22 0.88505E+08 0.0000 0.0000 0.88505E+08 0.88505E+08 25 0.0000 0.0000 -0.88505E+08 0.88505E+08 0.88505E+08 27 0.0000 0.0000 -0.95185E+08 0.95185E+08 0.95185E+08 36 0.67306E+08 0.0000 0.0000 0.67306E+08 0.67306E+08 34 0.62582E+08 0.0000 0.0000 0.62582E+08 0.62582E+08 37 0.0000 0.0000 -0.62582E+08 0.62582E+08 0.62582E+08 39 0.0000 0.0000 -0.67306E+08 0.67306E+08 0.67306E+08 48 0.11754E-07 0.42083E-10 -0.67863E-03 0.67864E-03 0.67864E-03 46 0.10928E-07 0.39143E-10 -0.63108E-03 0.63109E-03 0.63109E-03 Max= 0.95185E+08 0.42083E-10 0.0000 0.95185E+08 0.95185E+08 Min= 0.0000 -0.41680E-10 -0.95185E+08 0.62897E-03 0.62896E-03 STRESSES AT BEAM SECTION NODAL POINTS


ANNEXES

38

F.3.- Llistats de resultats

F.3.1.- Resultats del cas 1 LOAD STEP= 1 SUBSTEP= 1 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 1 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.46566E-09 0.46566E-09 0.46566E-09 3 0.0000 0.0000 -0.34925E-09 0.34925E-09 0.34925E-09 12 0.55548E+07 0.0000 0.0000 0.55548E+07 0.55548E+07 10 0.52756E+07 0.0000 0.0000 0.52756E+07 0.52756E+07 13 0.0000 0.0000 -0.52756E+07 0.52756E+07 0.52756E+07 15 0.0000 0.0000 -0.55548E+07 0.55548E+07 0.55548E+07 24 0.78557E+07 0.0000 0.0000 0.78557E+07 0.78557E+07 22 0.74609E+07 0.0000 0.0000 0.74609E+07 0.74609E+07 25 0.0000 0.0000 -0.74609E+07 0.74609E+07 0.74609E+07 27 0.0000 0.0000 -0.78557E+07 0.78557E+07 0.78557E+07 36 0.55548E+07 0.0000 0.0000 0.55548E+07 0.55548E+07 34 0.52756E+07 0.0000 0.0000 0.52756E+07 0.52756E+07 37 0.0000 0.0000 -0.52756E+07 0.52756E+07 0.52756E+07 39 0.0000 0.0000 -0.55548E+07 0.55548E+07 0.55548E+07 48 0.17462E-09 0.0000 0.0000 0.17462E-09 0.17462E-09 46 0.34925E-09 0.0000 0.0000 0.34925E-09 0.34925E-09 Max= 0.78557E+07 0.0000 0.0000 0.78557E+07 0.78557E+07 Min= 0.0000 0.0000 -0.78557E+07 0.17462E-09 0.17462E-09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.46566E-09 0.46566E-09 0.46566E-09 3 0.0000 0.0000 -0.34925E-09 0.34925E-09 0.34925E-09 12 0.55548E+07 0.0000 0.0000 0.55548E+07 0.55548E+07 10 0.52756E+07 0.0000 0.0000 0.52756E+07 0.52756E+07 13 0.0000 0.0000 -0.52756E+07 0.52756E+07 0.52756E+07 15 0.0000 0.0000 -0.55548E+07 0.55548E+07 0.55548E+07 24 0.78557E+07 0.0000 0.0000 0.78557E+07 0.78557E+07 22 0.74609E+07 0.0000 0.0000 0.74609E+07 0.74609E+07 25 0.0000 0.0000 -0.74609E+07 0.74609E+07 0.74609E+07 27 0.0000 0.0000 -0.78557E+07 0.78557E+07 0.78557E+07 36 0.55548E+07 0.0000 0.0000 0.55548E+07 0.55548E+07 34 0.52756E+07 0.0000 0.0000 0.52756E+07 0.52756E+07 37 0.0000 0.0000 -0.52756E+07 0.52756E+07 0.52756E+07 39 0.0000 0.0000 -0.55548E+07 0.55548E+07 0.55548E+07 48 0.17462E-09 0.0000 0.0000 0.17462E-09 0.17462E-09 46 0.34925E-09 0.0000 0.0000 0.34925E-09 0.34925E-09 Max= 0.78557E+07 0.0000 0.0000 0.78557E+07 0.78557E+07 Min= 0.0000 0.0000 -0.78557E+07 0.17462E-09 0.17462E-09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 2 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.49741E-05 0.48092E-16 -0.49746E-05 0.99487E-05 0.86159E-05 3 0.52375E-05 0.50637E-16 -0.52376E-05 0.10475E-04 0.90717E-05 12 0.63747E+07 0.0000 0.0000 0.63747E+07 0.63747E+07 10 0.60544E+07 0.0000 0.0000 0.60544E+07 0.60544E+07 13 0.0000 0.0000 -0.60544E+07 0.60544E+07 0.60544E+07


ANNEXES

39

15 0.0000 0.0000 -0.63747E+07 0.63747E+07 0.63747E+07 24 0.90152E+07 0.0000 0.0000 0.90152E+07 0.90152E+07 22 0.85622E+07 0.0000 0.0000 0.85622E+07 0.85622E+07 25 0.0000 0.0000 -0.85622E+07 0.85622E+07 0.85622E+07 27 0.0000 0.0000 -0.90152E+07 0.90152E+07 0.90152E+07 36 0.63747E+07 0.0000 0.0000 0.63747E+07 0.63747E+07 34 0.60544E+07 0.0000 0.0000 0.60544E+07 0.60544E+07 37 0.0000 0.0000 -0.60544E+07 0.60544E+07 0.60544E+07 39 0.0000 0.0000 -0.63747E+07 0.63747E+07 0.63747E+07 48 0.52378E-05 0.50643E-16 -0.52374E-05 0.10475E-04 0.90717E-05 46 0.49745E-05 0.48093E-16 -0.49742E-05 0.99487E-05 0.86159E-05 Max= 0.90152E+07 0.50643E-16 0.0000 0.90152E+07 0.90152E+07 Min= 0.0000 0.0000 -0.90152E+07 0.99487E-05 0.86159E-05 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.49741E-05 0.48092E-16 -0.49746E-05 0.99487E-05 0.86159E-05 3 0.52375E-05 0.50637E-16 -0.52376E-05 0.10475E-04 0.90717E-05 12 0.63747E+07 0.0000 0.0000 0.63747E+07 0.63747E+07 10 0.60544E+07 0.0000 0.0000 0.60544E+07 0.60544E+07 13 0.0000 0.0000 -0.60544E+07 0.60544E+07 0.60544E+07 15 0.0000 0.0000 -0.63747E+07 0.63747E+07 0.63747E+07 24 0.90152E+07 0.0000 0.0000 0.90152E+07 0.90152E+07 22 0.85622E+07 0.0000 0.0000 0.85622E+07 0.85622E+07 25 0.0000 0.0000 -0.85622E+07 0.85622E+07 0.85622E+07 27 0.0000 0.0000 -0.90152E+07 0.90152E+07 0.90152E+07 36 0.63747E+07 0.0000 0.0000 0.63747E+07 0.63747E+07 34 0.60544E+07 0.0000 0.0000 0.60544E+07 0.60544E+07 37 0.0000 0.0000 -0.60544E+07 0.60544E+07 0.60544E+07 39 0.0000 0.0000 -0.63747E+07 0.63747E+07 0.63747E+07 48 0.52378E-05 0.50643E-16 -0.52374E-05 0.10475E-04 0.90717E-05 46 0.49745E-05 0.48093E-16 -0.49742E-05 0.99487E-05 0.86159E-05 Max= 0.90152E+07 0.50643E-16 0.0000 0.90152E+07 0.90152E+07 Min= 0.0000 0.0000 -0.90152E+07 0.99487E-05 0.86159E-05 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 3 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.15182E-04 0.14679E-15 -0.15014E-04 0.30196E-04 0.26150E-04 3 0.15985E-04 0.15455E-15 -0.15808E-04 0.31793E-04 0.27534E-04 12 0.63747E+07 0.0000 0.0000 0.63747E+07 0.63747E+07 10 0.60544E+07 0.0000 0.0000 0.60544E+07 0.60544E+07 13 0.0000 0.0000 -0.60544E+07 0.60544E+07 0.60544E+07 15 0.0000 0.0000 -0.63747E+07 0.63747E+07 0.63747E+07 24 0.90152E+07 0.0000 0.0000 0.90152E+07 0.90152E+07 22 0.85622E+07 0.0000 0.0000 0.85622E+07 0.85622E+07 25 0.0000 0.0000 -0.85622E+07 0.85622E+07 0.85622E+07 27 0.0000 0.0000 -0.90152E+07 0.90152E+07 0.90152E+07 36 0.63747E+07 0.0000 0.0000 0.63747E+07 0.63747E+07 34 0.60544E+07 0.0000 0.0000 0.60544E+07 0.60544E+07 37 0.0000 0.0000 -0.60544E+07 0.60544E+07 0.60544E+07 39 0.0000 0.0000 -0.63747E+07 0.63747E+07 0.63747E+07 48 0.15808E-04 0.15284E-15 -0.15986E-04 0.31793E-04 0.27534E-04 46 0.15014E-04 0.14515E-15 -0.15182E-04 0.30196E-04 0.26150E-04 Max= 0.90152E+07 0.15455E-15 0.0000 0.90152E+07 0.90152E+07 Min= 0.0000 0.0000 -0.90152E+07 0.30196E-04 0.26150E-04 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.15182E-04 0.14679E-15 -0.15014E-04 0.30196E-04 0.26150E-04 3 0.15985E-04 0.15455E-15 -0.15808E-04 0.31793E-04 0.27534E-04 12 0.63747E+07 0.0000 0.0000 0.63747E+07 0.63747E+07


ANNEXES

40

10 0.60544E+07 0.0000 0.0000 0.60544E+07 0.60544E+07 13 0.0000 0.0000 -0.60544E+07 0.60544E+07 0.60544E+07 15 0.0000 0.0000 -0.63747E+07 0.63747E+07 0.63747E+07 24 0.90152E+07 0.0000 0.0000 0.90152E+07 0.90152E+07 22 0.85622E+07 0.0000 0.0000 0.85622E+07 0.85622E+07 25 0.0000 0.0000 -0.85622E+07 0.85622E+07 0.85622E+07 27 0.0000 0.0000 -0.90152E+07 0.90152E+07 0.90152E+07 36 0.63747E+07 0.0000 0.0000 0.63747E+07 0.63747E+07 34 0.60544E+07 0.0000 0.0000 0.60544E+07 0.60544E+07 37 0.0000 0.0000 -0.60544E+07 0.60544E+07 0.60544E+07 39 0.0000 0.0000 -0.63747E+07 0.63747E+07 0.63747E+07 48 0.15808E-04 0.15284E-15 -0.15986E-04 0.31793E-04 0.27534E-04 46 0.15014E-04 0.14515E-15 -0.15182E-04 0.30196E-04 0.26150E-04 Max= 0.90152E+07 0.15455E-15 0.0000 0.90152E+07 0.90152E+07 Min= 0.0000 0.0000 -0.90152E+07 0.30196E-04 0.26150E-04 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 4 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.23283E-09 0.23283E-09 0.23283E-09 3 0.0000 0.0000 -0.52387E-09 0.52387E-09 0.52387E-09 12 0.55548E+07 0.0000 0.0000 0.55548E+07 0.55548E+07 10 0.52756E+07 0.0000 0.0000 0.52756E+07 0.52756E+07 13 0.0000 0.0000 -0.52756E+07 0.52756E+07 0.52756E+07 15 0.0000 0.0000 -0.55548E+07 0.55548E+07 0.55548E+07 24 0.78557E+07 0.0000 0.0000 0.78557E+07 0.78557E+07 22 0.74609E+07 0.0000 0.0000 0.74609E+07 0.74609E+07 25 0.0000 0.0000 -0.74609E+07 0.74609E+07 0.74609E+07 27 0.0000 0.0000 -0.78557E+07 0.78557E+07 0.78557E+07 36 0.55548E+07 0.0000 0.0000 0.55548E+07 0.55548E+07 34 0.52756E+07 0.0000 0.0000 0.52756E+07 0.52756E+07 37 0.0000 0.0000 -0.52756E+07 0.52756E+07 0.52756E+07 39 0.0000 0.0000 -0.55548E+07 0.55548E+07 0.55548E+07 48 0.11642E-09 0.0000 0.0000 0.11642E-09 0.11642E-09 46 0.23283E-09 0.0000 0.0000 0.23283E-09 0.23283E-09 Max= 0.78557E+07 0.0000 0.0000 0.78557E+07 0.78557E+07 Min= 0.0000 0.0000 -0.78557E+07 0.11642E-09 0.11642E-09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.23283E-09 0.23283E-09 0.23283E-09 3 0.0000 0.0000 -0.52387E-09 0.52387E-09 0.52387E-09 12 0.55548E+07 0.0000 0.0000 0.55548E+07 0.55548E+07 10 0.52756E+07 0.0000 0.0000 0.52756E+07 0.52756E+07 13 0.0000 0.0000 -0.52756E+07 0.52756E+07 0.52756E+07 15 0.0000 0.0000 -0.55548E+07 0.55548E+07 0.55548E+07 24 0.78557E+07 0.0000 0.0000 0.78557E+07 0.78557E+07 22 0.74609E+07 0.0000 0.0000 0.74609E+07 0.74609E+07 25 0.0000 0.0000 -0.74609E+07 0.74609E+07 0.74609E+07 27 0.0000 0.0000 -0.78557E+07 0.78557E+07 0.78557E+07 36 0.55548E+07 0.0000 0.0000 0.55548E+07 0.55548E+07 34 0.52756E+07 0.0000 0.0000 0.52756E+07 0.52756E+07 37 0.0000 0.0000 -0.52756E+07 0.52756E+07 0.52756E+07 39 0.0000 0.0000 -0.55548E+07 0.55548E+07 0.55548E+07 48 0.11642E-09 0.0000 0.0000 0.11642E-09 0.11642E-09 46 0.23283E-09 0.0000 0.0000 0.23283E-09 0.23283E-09 Max= 0.78557E+07 0.0000 0.0000 0.78557E+07 0.78557E+07 Min= 0.0000 0.0000 -0.78557E+07 0.11642E-09 0.11642E-09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 5 SECTION ID = 2


ANNEXES

41

ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.67124E-04 -0.46090E-13 -0.10311E-06 0.67227E-04 0.67175E-04 3 0.72190E-04 -0.49569E-13 -0.11089E-06 0.72301E-04 0.72245E-04 12 0.74784E+07 0.0000 0.0000 0.74784E+07 0.74784E+07 10 0.69536E+07 0.0000 0.0000 0.69536E+07 0.69536E+07 13 0.0000 0.0000 -0.69536E+07 0.69536E+07 0.69536E+07 15 0.0000 0.0000 -0.74784E+07 0.74784E+07 0.74784E+07 24 0.10576E+08 0.0000 0.0000 0.10576E+08 0.10576E+08 22 0.98339E+07 0.0000 0.0000 0.98339E+07 0.98339E+07 25 0.0000 0.0000 -0.98339E+07 0.98339E+07 0.98339E+07 27 0.0000 0.0000 -0.10576E+08 0.10576E+08 0.10576E+08 36 0.74784E+07 0.0000 0.0000 0.74784E+07 0.74784E+07 34 0.69536E+07 0.0000 0.0000 0.69536E+07 0.69536E+07 37 0.0000 0.0000 -0.69536E+07 0.69536E+07 0.69536E+07 39 0.0000 0.0000 -0.74784E+07 0.74784E+07 0.74784E+07 48 0.11089E-06 0.50266E-13 -0.72189E-04 0.72300E-04 0.72244E-04 46 0.10311E-06 0.46738E-13 -0.67123E-04 0.67226E-04 0.67174E-04 Max= 0.10576E+08 0.50266E-13 0.0000 0.10576E+08 0.10576E+08 Min= 0.0000 -0.49569E-13 -0.10576E+08 0.67226E-04 0.67174E-04 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.67124E-04 -0.46090E-13 -0.10311E-06 0.67227E-04 0.67175E-04 3 0.72190E-04 -0.49569E-13 -0.11089E-06 0.72301E-04 0.72245E-04 12 0.74784E+07 0.0000 0.0000 0.74784E+07 0.74784E+07 10 0.69536E+07 0.0000 0.0000 0.69536E+07 0.69536E+07 13 0.0000 0.0000 -0.69536E+07 0.69536E+07 0.69536E+07 15 0.0000 0.0000 -0.74784E+07 0.74784E+07 0.74784E+07 24 0.10576E+08 0.0000 0.0000 0.10576E+08 0.10576E+08 22 0.98339E+07 0.0000 0.0000 0.98339E+07 0.98339E+07 25 0.0000 0.0000 -0.98339E+07 0.98339E+07 0.98339E+07 27 0.0000 0.0000 -0.10576E+08 0.10576E+08 0.10576E+08 36 0.74784E+07 0.0000 0.0000 0.74784E+07 0.74784E+07 34 0.69536E+07 0.0000 0.0000 0.69536E+07 0.69536E+07 37 0.0000 0.0000 -0.69536E+07 0.69536E+07 0.69536E+07 39 0.0000 0.0000 -0.74784E+07 0.74784E+07 0.74784E+07 48 0.11089E-06 0.50266E-13 -0.72189E-04 0.72300E-04 0.72244E-04 46 0.10311E-06 0.46738E-13 -0.67123E-04 0.67226E-04 0.67174E-04 Max= 0.10576E+08 0.50266E-13 0.0000 0.10576E+08 0.10576E+08 Min= 0.0000 -0.49569E-13 -0.10576E+08 0.67226E-04 0.67174E-04 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 6 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.19918E-03 -0.11688E-11 -0.36381E-07 0.19922E-03 0.19920E-03 3 0.21424E-03 -0.12575E-11 -0.39121E-07 0.21428E-03 0.21426E-03 12 0.22435E+08 0.0000 0.0000 0.22435E+08 0.22435E+08 10 0.20861E+08 0.0000 0.0000 0.20861E+08 0.20861E+08 13 0.0000 0.0000 -0.20861E+08 0.20861E+08 0.20861E+08 15 0.0000 0.0000 -0.22435E+08 0.22435E+08 0.22435E+08 24 0.31728E+08 0.0000 0.0000 0.31728E+08 0.31728E+08 22 0.29502E+08 0.0000 0.0000 0.29502E+08 0.29502E+08 25 0.0000 0.0000 -0.29502E+08 0.29502E+08 0.29502E+08 27 0.0000 0.0000 -0.31728E+08 0.31728E+08 0.31728E+08 36 0.22435E+08 0.0000 0.0000 0.22435E+08 0.22435E+08 34 0.20861E+08 0.0000 0.0000 0.20861E+08 0.20861E+08 37 0.0000 0.0000 -0.20861E+08 0.20861E+08 0.20861E+08 39 0.0000 0.0000 -0.22435E+08 0.22435E+08 0.22435E+08 48 0.38992E-07 0.12721E-11 -0.21495E-03 0.21499E-03 0.21497E-03 46 0.36251E-07 0.11833E-11 -0.19989E-03 0.19993E-03 0.19991E-03 Max= 0.31728E+08 0.12721E-11 0.0000 0.31728E+08 0.31728E+08


ANNEXES

42

Min= 0.0000 -0.12575E-11 -0.31728E+08 0.19922E-03 0.19920E-03 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.19918E-03 -0.11688E-11 -0.36381E-07 0.19922E-03 0.19920E-03 3 0.21424E-03 -0.12575E-11 -0.39121E-07 0.21428E-03 0.21426E-03 12 0.22435E+08 0.0000 0.0000 0.22435E+08 0.22435E+08 10 0.20861E+08 0.0000 0.0000 0.20861E+08 0.20861E+08 13 0.0000 0.0000 -0.20861E+08 0.20861E+08 0.20861E+08 15 0.0000 0.0000 -0.22435E+08 0.22435E+08 0.22435E+08 24 0.31728E+08 0.0000 0.0000 0.31728E+08 0.31728E+08 22 0.29502E+08 0.0000 0.0000 0.29502E+08 0.29502E+08 25 0.0000 0.0000 -0.29502E+08 0.29502E+08 0.29502E+08 27 0.0000 0.0000 -0.31728E+08 0.31728E+08 0.31728E+08 36 0.22435E+08 0.0000 0.0000 0.22435E+08 0.22435E+08 34 0.20861E+08 0.0000 0.0000 0.20861E+08 0.20861E+08 37 0.0000 0.0000 -0.20861E+08 0.20861E+08 0.20861E+08 39 0.0000 0.0000 -0.22435E+08 0.22435E+08 0.22435E+08 48 0.38992E-07 0.12721E-11 -0.21495E-03 0.21499E-03 0.21497E-03 46 0.36251E-07 0.11833E-11 -0.19989E-03 0.19993E-03 0.19991E-03 Max= 0.31728E+08 0.12721E-11 0.0000 0.31728E+08 0.31728E+08 Min= 0.0000 -0.12575E-11 -0.31728E+08 0.19922E-03 0.19920E-03 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 7 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.34152E-03 -0.61792E-11 -0.20259E-07 0.34154E-03 0.34153E-03 3 0.36732E-03 -0.66471E-11 -0.21787E-07 0.36734E-03 0.36733E-03 12 0.37392E+08 0.0000 0.0000 0.37392E+08 0.37392E+08 10 0.34768E+08 0.0000 0.0000 0.34768E+08 0.34768E+08 13 0.0000 0.0000 -0.34768E+08 0.34768E+08 0.34768E+08 15 0.0000 0.0000 -0.37392E+08 0.37392E+08 0.37392E+08 24 0.52880E+08 0.0000 0.0000 0.52880E+08 0.52880E+08 22 0.49169E+08 0.0000 0.0000 0.49169E+08 0.49169E+08 25 0.0000 0.0000 -0.49169E+08 0.49169E+08 0.49169E+08 27 0.0000 0.0000 -0.52880E+08 0.52880E+08 0.52880E+08 36 0.37392E+08 0.0000 0.0000 0.37392E+08 0.37392E+08 34 0.34768E+08 0.0000 0.0000 0.34768E+08 0.34768E+08 37 0.0000 0.0000 -0.34768E+08 0.34768E+08 0.34768E+08 39 0.0000 0.0000 -0.37392E+08 0.37392E+08 0.37392E+08 48 0.21745E-07 0.66891E-11 -0.36803E-03 0.36805E-03 0.36804E-03 46 0.20217E-07 0.62211E-11 -0.34222E-03 0.34224E-03 0.34223E-03 Max= 0.52880E+08 0.66891E-11 0.0000 0.52880E+08 0.52880E+08 Min= 0.0000 -0.66471E-11 -0.52880E+08 0.34154E-03 0.34153E-03 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.34152E-03 -0.61792E-11 -0.20259E-07 0.34154E-03 0.34153E-03 3 0.36732E-03 -0.66471E-11 -0.21787E-07 0.36734E-03 0.36733E-03 12 0.37392E+08 0.0000 0.0000 0.37392E+08 0.37392E+08 10 0.34768E+08 0.0000 0.0000 0.34768E+08 0.34768E+08 13 0.0000 0.0000 -0.34768E+08 0.34768E+08 0.34768E+08 15 0.0000 0.0000 -0.37392E+08 0.37392E+08 0.37392E+08 24 0.52880E+08 0.0000 0.0000 0.52880E+08 0.52880E+08 22 0.49169E+08 0.0000 0.0000 0.49169E+08 0.49169E+08 25 0.0000 0.0000 -0.49169E+08 0.49169E+08 0.49169E+08 27 0.0000 0.0000 -0.52880E+08 0.52880E+08 0.52880E+08 36 0.37392E+08 0.0000 0.0000 0.37392E+08 0.37392E+08 34 0.34768E+08 0.0000 0.0000 0.34768E+08 0.34768E+08 37 0.0000 0.0000 -0.34768E+08 0.34768E+08 0.34768E+08 39 0.0000 0.0000 -0.37392E+08 0.37392E+08 0.37392E+08 48 0.21745E-07 0.66891E-11 -0.36803E-03 0.36805E-03 0.36804E-03 46 0.20217E-07 0.62211E-11 -0.34222E-03 0.34224E-03 0.34223E-03


ANNEXES

43

Max= 0.52880E+08 0.66891E-11 0.0000 0.52880E+08 0.52880E+08 Min= 0.0000 -0.66471E-11 -0.52880E+08 0.34154E-03 0.34153E-03 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 8 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.49116E-03 -0.18406E-10 -0.14073E-07 0.49117E-03 0.49116E-03 3 0.52831E-03 -0.19804E-10 -0.15133E-07 0.52832E-03 0.52832E-03 12 0.52349E+08 0.0000 0.0000 0.52349E+08 0.52349E+08 10 0.48675E+08 0.0000 0.0000 0.48675E+08 0.48675E+08 13 0.0000 0.0000 -0.48675E+08 0.48675E+08 0.48675E+08 15 0.0000 0.0000 -0.52349E+08 0.52349E+08 0.52349E+08 24 0.74033E+08 0.0000 0.0000 0.74033E+08 0.74033E+08 22 0.68837E+08 0.0000 0.0000 0.68837E+08 0.68837E+08 25 0.0000 0.0000 -0.68837E+08 0.68837E+08 0.68837E+08 27 0.0000 0.0000 -0.74033E+08 0.74033E+08 0.74033E+08 36 0.52349E+08 0.0000 0.0000 0.52349E+08 0.52349E+08 34 0.48675E+08 0.0000 0.0000 0.48675E+08 0.48675E+08 37 0.0000 0.0000 -0.48675E+08 0.48675E+08 0.48675E+08 39 0.0000 0.0000 -0.52349E+08 0.52349E+08 0.52349E+08 48 0.15072E-07 0.20050E-10 -0.53044E-03 0.53045E-03 0.53044E-03 46 0.14012E-07 0.18652E-10 -0.49329E-03 0.49330E-03 0.49329E-03 Max= 0.74033E+08 0.20050E-10 0.0000 0.74033E+08 0.74033E+08 Min= 0.0000 -0.19804E-10 -0.74033E+08 0.49117E-03 0.49116E-03 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.49116E-03 -0.18406E-10 -0.14073E-07 0.49117E-03 0.49116E-03 3 0.52831E-03 -0.19804E-10 -0.15133E-07 0.52832E-03 0.52832E-03 12 0.52349E+08 0.0000 0.0000 0.52349E+08 0.52349E+08 10 0.48675E+08 0.0000 0.0000 0.48675E+08 0.48675E+08 13 0.0000 0.0000 -0.48675E+08 0.48675E+08 0.48675E+08 15 0.0000 0.0000 -0.52349E+08 0.52349E+08 0.52349E+08 24 0.74033E+08 0.0000 0.0000 0.74033E+08 0.74033E+08 22 0.68837E+08 0.0000 0.0000 0.68837E+08 0.68837E+08 25 0.0000 0.0000 -0.68837E+08 0.68837E+08 0.68837E+08 27 0.0000 0.0000 -0.74033E+08 0.74033E+08 0.74033E+08 36 0.52349E+08 0.0000 0.0000 0.52349E+08 0.52349E+08 34 0.48675E+08 0.0000 0.0000 0.48675E+08 0.48675E+08 37 0.0000 0.0000 -0.48675E+08 0.48675E+08 0.48675E+08 39 0.0000 0.0000 -0.52349E+08 0.52349E+08 0.52349E+08 48 0.15072E-07 0.20050E-10 -0.53044E-03 0.53045E-03 0.53044E-03 46 0.14012E-07 0.18652E-10 -0.49329E-03 0.49330E-03 0.49329E-03 Max= 0.74033E+08 0.20050E-10 0.0000 0.74033E+08 0.74033E+08 Min= 0.0000 -0.19804E-10 -0.74033E+08 0.49117E-03 0.49116E-03 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 9 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.62896E-03 -0.38741E-10 -0.10965E-07 0.62897E-03 0.62896E-03 3 0.67650E-03 -0.41680E-10 -0.11791E-07 0.67652E-03 0.67651E-03 12 0.67306E+08 0.0000 0.0000 0.67306E+08 0.67306E+08 10 0.62582E+08 0.0000 0.0000 0.62582E+08 0.62582E+08 13 0.0000 0.0000 -0.62582E+08 0.62582E+08 0.62582E+08 15 0.0000 0.0000 -0.67306E+08 0.67306E+08 0.67306E+08 24 0.95185E+08 0.0000 0.0000 0.95185E+08 0.95185E+08 22 0.88505E+08 0.0000 0.0000 0.88505E+08 0.88505E+08 25 0.0000 0.0000 -0.88505E+08 0.88505E+08 0.88505E+08 27 0.0000 0.0000 -0.95185E+08 0.95185E+08 0.95185E+08 36 0.67306E+08 0.0000 0.0000 0.67306E+08 0.67306E+08


ANNEXES

44

34 0.62582E+08 0.0000 0.0000 0.62582E+08 0.62582E+08 37 0.0000 0.0000 -0.62582E+08 0.62582E+08 0.62582E+08 39 0.0000 0.0000 -0.67306E+08 0.67306E+08 0.67306E+08 48 0.11754E-07 0.42083E-10 -0.67863E-03 0.67864E-03 0.67864E-03 46 0.10928E-07 0.39143E-10 -0.63108E-03 0.63109E-03 0.63109E-03 Max= 0.95185E+08 0.42083E-10 0.0000 0.95185E+08 0.95185E+08 Min= 0.0000 -0.41680E-10 -0.95185E+08 0.62897E-03 0.62896E-03 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.62896E-03 -0.38741E-10 -0.10965E-07 0.62897E-03 0.62896E-03 3 0.67650E-03 -0.41680E-10 -0.11791E-07 0.67652E-03 0.67651E-03 12 0.67306E+08 0.0000 0.0000 0.67306E+08 0.67306E+08 10 0.62582E+08 0.0000 0.0000 0.62582E+08 0.62582E+08 13 0.0000 0.0000 -0.62582E+08 0.62582E+08 0.62582E+08 15 0.0000 0.0000 -0.67306E+08 0.67306E+08 0.67306E+08 24 0.95185E+08 0.0000 0.0000 0.95185E+08 0.95185E+08 22 0.88505E+08 0.0000 0.0000 0.88505E+08 0.88505E+08 25 0.0000 0.0000 -0.88505E+08 0.88505E+08 0.88505E+08 27 0.0000 0.0000 -0.95185E+08 0.95185E+08 0.95185E+08 36 0.67306E+08 0.0000 0.0000 0.67306E+08 0.67306E+08 34 0.62582E+08 0.0000 0.0000 0.62582E+08 0.62582E+08 37 0.0000 0.0000 -0.62582E+08 0.62582E+08 0.62582E+08 39 0.0000 0.0000 -0.67306E+08 0.67306E+08 0.67306E+08 48 0.11754E-07 0.42083E-10 -0.67863E-03 0.67864E-03 0.67864E-03 46 0.10928E-07 0.39143E-10 -0.63108E-03 0.63109E-03 0.63109E-03 Max= 0.95185E+08 0.42083E-10 0.0000 0.95185E+08 0.95185E+08 Min= 0.0000 -0.41680E-10 -0.95185E+08 0.62897E-03 0.62896E-03 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 10 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.75807E-03 -0.62108E-10 -0.99367E-08 0.75808E-03 0.75808E-03 3 0.81537E-03 -0.66817E-10 -0.10686E-07 0.81538E-03 0.81538E-03 12 0.82263E+08 0.0000 0.0000 0.82263E+08 0.82263E+08 10 0.76490E+08 0.0000 0.0000 0.76490E+08 0.76490E+08 13 0.0000 0.0000 -0.76490E+08 0.76490E+08 0.76490E+08 15 0.0000 0.0000 -0.82263E+08 0.82263E+08 0.82263E+08 24 0.11634E+09 0.0000 0.0000 0.11634E+09 0.11634E+09 22 0.10817E+09 0.0000 0.0000 0.10817E+09 0.10817E+09 25 0.0000 0.0000 -0.10817E+09 0.10817E+09 0.10817E+09 27 0.0000 0.0000 -0.11634E+09 0.11634E+09 0.11634E+09 36 0.82263E+08 0.0000 0.0000 0.82263E+08 0.82263E+08 34 0.76490E+08 0.0000 0.0000 0.76490E+08 0.76490E+08 37 0.0000 0.0000 -0.76490E+08 0.76490E+08 0.76490E+08 39 0.0000 0.0000 -0.82263E+08 0.82263E+08 0.82263E+08 48 0.10657E-07 0.67353E-10 -0.81750E-03 0.81751E-03 0.81750E-03 46 0.99081E-08 0.62645E-10 -0.76020E-03 0.76021E-03 0.76021E-03 Max= 0.11634E+09 0.67353E-10 0.0000 0.11634E+09 0.11634E+09 Min= 0.0000 -0.66817E-10 -0.11634E+09 0.75808E-03 0.75808E-03 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.75807E-03 -0.62108E-10 -0.99367E-08 0.75808E-03 0.75808E-03 3 0.81537E-03 -0.66817E-10 -0.10686E-07 0.81538E-03 0.81538E-03 12 0.82263E+08 0.0000 0.0000 0.82263E+08 0.82263E+08 10 0.76490E+08 0.0000 0.0000 0.76490E+08 0.76490E+08 13 0.0000 0.0000 -0.76490E+08 0.76490E+08 0.76490E+08 15 0.0000 0.0000 -0.82263E+08 0.82263E+08 0.82263E+08 24 0.11634E+09 0.0000 0.0000 0.11634E+09 0.11634E+09 22 0.10817E+09 0.0000 0.0000 0.10817E+09 0.10817E+09 25 0.0000 0.0000 -0.10817E+09 0.10817E+09 0.10817E+09


ANNEXES

45

27 0.0000 0.0000 -0.11634E+09 0.11634E+09 0.11634E+09 36 0.82263E+08 0.0000 0.0000 0.82263E+08 0.82263E+08 34 0.76490E+08 0.0000 0.0000 0.76490E+08 0.76490E+08 37 0.0000 0.0000 -0.76490E+08 0.76490E+08 0.76490E+08 39 0.0000 0.0000 -0.82263E+08 0.82263E+08 0.82263E+08 48 0.10657E-07 0.67353E-10 -0.81750E-03 0.81751E-03 0.81750E-03 46 0.99081E-08 0.62645E-10 -0.76020E-03 0.76021E-03 0.76021E-03 Max= 0.11634E+09 0.67353E-10 0.0000 0.11634E+09 0.11634E+09 Min= 0.0000 -0.66817E-10 -0.11634E+09 0.75808E-03 0.75808E-03 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 11 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.89185E-03 -0.10653E-09 -0.80189E-08 0.89186E-03 0.89186E-03 3 0.95924E-03 -0.11460E-09 -0.86234E-08 0.95925E-03 0.95924E-03 12 0.97219E+08 0.0000 0.0000 0.97219E+08 0.97219E+08 10 0.90397E+08 0.0000 0.0000 0.90397E+08 0.90397E+08 13 0.0000 0.0000 -0.90397E+08 0.90397E+08 0.90397E+08 15 0.0000 0.0000 -0.97219E+08 0.97219E+08 0.97219E+08 24 0.13749E+09 0.0000 0.0000 0.13749E+09 0.13749E+09 22 0.12784E+09 0.0000 0.0000 0.12784E+09 0.12784E+09 25 0.0000 0.0000 -0.12784E+09 0.12784E+09 0.12784E+09 27 0.0000 0.0000 -0.13749E+09 0.13749E+09 0.13749E+09 36 0.97219E+08 0.0000 0.0000 0.97219E+08 0.97219E+08 34 0.90397E+08 0.0000 0.0000 0.90397E+08 0.90397E+08 37 0.0000 0.0000 -0.90397E+08 0.90397E+08 0.90397E+08 39 0.0000 0.0000 -0.97219E+08 0.97219E+08 0.97219E+08 48 0.86033E-08 0.11538E-09 -0.96136E-03 0.96137E-03 0.96136E-03 46 0.79987E-08 0.10732E-09 -0.89399E-03 0.89400E-03 0.89399E-03 Max= 0.13749E+09 0.11538E-09 0.0000 0.13749E+09 0.13749E+09 Min= 0.0000 -0.11460E-09 -0.13749E+09 0.89186E-03 0.89186E-03 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.89185E-03 -0.10653E-09 -0.80189E-08 0.89186E-03 0.89186E-03 3 0.95924E-03 -0.11460E-09 -0.86234E-08 0.95925E-03 0.95924E-03 12 0.97219E+08 0.0000 0.0000 0.97219E+08 0.97219E+08 10 0.90397E+08 0.0000 0.0000 0.90397E+08 0.90397E+08 13 0.0000 0.0000 -0.90397E+08 0.90397E+08 0.90397E+08 15 0.0000 0.0000 -0.97219E+08 0.97219E+08 0.97219E+08 24 0.13749E+09 0.0000 0.0000 0.13749E+09 0.13749E+09 22 0.12784E+09 0.0000 0.0000 0.12784E+09 0.12784E+09 25 0.0000 0.0000 -0.12784E+09 0.12784E+09 0.12784E+09 27 0.0000 0.0000 -0.13749E+09 0.13749E+09 0.13749E+09 36 0.97219E+08 0.0000 0.0000 0.97219E+08 0.97219E+08 34 0.90397E+08 0.0000 0.0000 0.90397E+08 0.90397E+08 37 0.0000 0.0000 -0.90397E+08 0.90397E+08 0.90397E+08 39 0.0000 0.0000 -0.97219E+08 0.97219E+08 0.97219E+08 48 0.86033E-08 0.11538E-09 -0.96136E-03 0.96137E-03 0.96136E-03 46 0.79987E-08 0.10732E-09 -0.89399E-03 0.89400E-03 0.89399E-03 Max= 0.13749E+09 0.11538E-09 0.0000 0.13749E+09 0.13749E+09 Min= 0.0000 -0.11460E-09 -0.13749E+09 0.89186E-03 0.89186E-03 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 12 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.48087E+07 0.48087E+07 0.48087E+07 3 0.0000 0.0000 -0.48087E+07 0.48087E+07 0.48087E+07 12 0.0000 0.0000 -0.79239E+08 0.79239E+08 0.79239E+08


ANNEXES

46

10 0.0000 0.0000 -0.73806E+08 0.73806E+08 0.73806E+08 13 0.64188E+08 0.0000 0.0000 0.64188E+08 0.64188E+08 15 0.69621E+08 0.0000 0.0000 0.69621E+08 0.69621E+08 24 0.0000 0.0000 -0.11007E+09 0.11007E+09 0.11007E+09 22 0.0000 0.0000 -0.10239E+09 0.10239E+09 0.10239E+09 25 0.92768E+08 0.0000 0.0000 0.92768E+08 0.92768E+08 27 0.10045E+09 0.0000 0.0000 0.10045E+09 0.10045E+09 36 0.0000 0.0000 -0.79239E+08 0.79239E+08 0.79239E+08 34 0.0000 0.0000 -0.73806E+08 0.73806E+08 0.73806E+08 37 0.64188E+08 0.0000 0.0000 0.64188E+08 0.64188E+08 39 0.69621E+08 0.0000 0.0000 0.69621E+08 0.69621E+08 48 0.0000 0.0000 -0.48087E+07 0.48087E+07 0.48087E+07 46 0.0000 0.0000 -0.48087E+07 0.48087E+07 0.48087E+07 Max= 0.10045E+09 0.0000 0.0000 0.11007E+09 0.11007E+09 Min= 0.0000 0.0000 -0.11007E+09 0.48087E+07 0.48087E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.48087E+07 0.48087E+07 0.48087E+07 3 0.0000 0.0000 -0.48087E+07 0.48087E+07 0.48087E+07 12 0.0000 0.0000 -0.79239E+08 0.79239E+08 0.79239E+08 10 0.0000 0.0000 -0.73806E+08 0.73806E+08 0.73806E+08 13 0.64188E+08 0.0000 0.0000 0.64188E+08 0.64188E+08 15 0.69621E+08 0.0000 0.0000 0.69621E+08 0.69621E+08 24 0.0000 0.0000 -0.11007E+09 0.11007E+09 0.11007E+09 22 0.0000 0.0000 -0.10239E+09 0.10239E+09 0.10239E+09 25 0.92768E+08 0.0000 0.0000 0.92768E+08 0.92768E+08 27 0.10045E+09 0.0000 0.0000 0.10045E+09 0.10045E+09 36 0.0000 0.0000 -0.79239E+08 0.79239E+08 0.79239E+08 34 0.0000 0.0000 -0.73806E+08 0.73806E+08 0.73806E+08 37 0.64188E+08 0.0000 0.0000 0.64188E+08 0.64188E+08 39 0.69621E+08 0.0000 0.0000 0.69621E+08 0.69621E+08 48 0.0000 0.0000 -0.48087E+07 0.48087E+07 0.48087E+07 46 0.0000 0.0000 -0.48087E+07 0.48087E+07 0.48087E+07 Max= 0.10045E+09 0.0000 0.0000 0.11007E+09 0.11007E+09 Min= 0.0000 0.0000 -0.11007E+09 0.48087E+07 0.48087E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 13 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 3 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 12 0.47745E+08 0.0000 0.0000 0.47745E+08 0.47745E+08 10 0.44359E+08 0.0000 0.0000 0.44359E+08 0.44359E+08 13 0.0000 0.0000 -0.41642E+08 0.41642E+08 0.41642E+08 15 0.0000 0.0000 -0.45028E+08 0.45028E+08 0.45028E+08 24 0.66959E+08 0.0000 0.0000 0.66959E+08 0.66959E+08 22 0.62171E+08 0.0000 0.0000 0.62171E+08 0.62171E+08 25 0.0000 0.0000 -0.59453E+08 0.59453E+08 0.59453E+08 27 0.0000 0.0000 -0.64242E+08 0.64242E+08 0.64242E+08 36 0.47745E+08 0.0000 0.0000 0.47745E+08 0.47745E+08 34 0.44359E+08 0.0000 0.0000 0.44359E+08 0.44359E+08 37 0.0000 0.0000 -0.41642E+08 0.41642E+08 0.41642E+08 39 0.0000 0.0000 -0.45028E+08 0.45028E+08 0.45028E+08 48 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 46 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 Max= 0.66959E+08 0.0000 0.0000 0.66959E+08 0.66959E+08 Min= 0.0000 0.0000 -0.64242E+08 0.13587E+07 0.13587E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07


ANNEXES

47

3 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 12 0.47745E+08 0.0000 0.0000 0.47745E+08 0.47745E+08 10 0.44359E+08 0.0000 0.0000 0.44359E+08 0.44359E+08 13 0.0000 0.0000 -0.41642E+08 0.41642E+08 0.41642E+08 15 0.0000 0.0000 -0.45028E+08 0.45028E+08 0.45028E+08 24 0.66959E+08 0.0000 0.0000 0.66959E+08 0.66959E+08 22 0.62171E+08 0.0000 0.0000 0.62171E+08 0.62171E+08 25 0.0000 0.0000 -0.59453E+08 0.59453E+08 0.59453E+08 27 0.0000 0.0000 -0.64242E+08 0.64242E+08 0.64242E+08 36 0.47745E+08 0.0000 0.0000 0.47745E+08 0.47745E+08 34 0.44359E+08 0.0000 0.0000 0.44359E+08 0.44359E+08 37 0.0000 0.0000 -0.41642E+08 0.41642E+08 0.41642E+08 39 0.0000 0.0000 -0.45028E+08 0.45028E+08 0.45028E+08 48 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 46 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 Max= 0.66959E+08 0.0000 0.0000 0.66959E+08 0.66959E+08 Min= 0.0000 0.0000 -0.64242E+08 0.13587E+07 0.13587E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 14 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 3 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 12 0.23901E+08 0.0000 0.0000 0.23901E+08 0.23901E+08 10 0.22255E+08 0.0000 0.0000 0.22255E+08 0.22255E+08 13 0.0000 0.0000 -0.19538E+08 0.19538E+08 0.19538E+08 15 0.0000 0.0000 -0.21183E+08 0.21183E+08 0.21183E+08 24 0.33238E+08 0.0000 0.0000 0.33238E+08 0.33238E+08 22 0.30911E+08 0.0000 0.0000 0.30911E+08 0.30911E+08 25 0.0000 0.0000 -0.28193E+08 0.28193E+08 0.28193E+08 27 0.0000 0.0000 -0.30520E+08 0.30520E+08 0.30520E+08 36 0.23901E+08 0.0000 0.0000 0.23901E+08 0.23901E+08 34 0.22255E+08 0.0000 0.0000 0.22255E+08 0.22255E+08 37 0.0000 0.0000 -0.19538E+08 0.19538E+08 0.19538E+08 39 0.0000 0.0000 -0.21183E+08 0.21183E+08 0.21183E+08 48 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 46 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 Max= 0.33238E+08 0.0000 0.0000 0.33238E+08 0.33238E+08 Min= 0.0000 0.0000 -0.30520E+08 0.13587E+07 0.13587E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 3 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 12 0.23901E+08 0.0000 0.0000 0.23901E+08 0.23901E+08 10 0.22255E+08 0.0000 0.0000 0.22255E+08 0.22255E+08 13 0.0000 0.0000 -0.19538E+08 0.19538E+08 0.19538E+08 15 0.0000 0.0000 -0.21183E+08 0.21183E+08 0.21183E+08 24 0.33238E+08 0.0000 0.0000 0.33238E+08 0.33238E+08 22 0.30911E+08 0.0000 0.0000 0.30911E+08 0.30911E+08 25 0.0000 0.0000 -0.28193E+08 0.28193E+08 0.28193E+08 27 0.0000 0.0000 -0.30520E+08 0.30520E+08 0.30520E+08 36 0.23901E+08 0.0000 0.0000 0.23901E+08 0.23901E+08 34 0.22255E+08 0.0000 0.0000 0.22255E+08 0.22255E+08 37 0.0000 0.0000 -0.19538E+08 0.19538E+08 0.19538E+08 39 0.0000 0.0000 -0.21183E+08 0.21183E+08 0.21183E+08 48 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 46 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 Max= 0.33238E+08 0.0000 0.0000 0.33238E+08 0.33238E+08 Min= 0.0000 0.0000 -0.30520E+08 0.13587E+07 0.13587E+07 STRESSES AT BEAM SECTION NODAL POINTS


ANNEXES

48

ELEMENT = 15 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 3 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 12 56119. 0.0000 0.0000 56119. 56119. 10 0.15120E+06 0.0000 0.0000 0.15120E+06 0.15120E+06 13 0.25663E+07 0.0000 0.0000 0.25663E+07 0.25663E+07 15 0.26614E+07 0.0000 0.0000 0.26614E+07 0.26614E+07 24 0.0000 0.0000 -0.48344E+06 0.48344E+06 0.48344E+06 22 0.0000 0.0000 -0.34898E+06 0.34898E+06 0.34898E+06 25 0.30665E+07 0.0000 0.0000 0.30665E+07 0.30665E+07 27 0.32009E+07 0.0000 0.0000 0.32009E+07 0.32009E+07 36 56119. 0.0000 0.0000 56119. 56119. 34 0.15120E+06 0.0000 0.0000 0.15120E+06 0.15120E+06 37 0.25663E+07 0.0000 0.0000 0.25663E+07 0.25663E+07 39 0.26614E+07 0.0000 0.0000 0.26614E+07 0.26614E+07 48 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 46 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 Max= 0.32009E+07 0.0000 0.0000 0.32009E+07 0.32009E+07 Min= 0.0000 0.0000 -0.48344E+06 56119. 56119. ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 3 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 12 56119. 0.0000 0.0000 56119. 56119. 10 0.15120E+06 0.0000 0.0000 0.15120E+06 0.15120E+06 13 0.25663E+07 0.0000 0.0000 0.25663E+07 0.25663E+07 15 0.26614E+07 0.0000 0.0000 0.26614E+07 0.26614E+07 24 0.0000 0.0000 -0.48344E+06 0.48344E+06 0.48344E+06 22 0.0000 0.0000 -0.34898E+06 0.34898E+06 0.34898E+06 25 0.30665E+07 0.0000 0.0000 0.30665E+07 0.30665E+07 27 0.32009E+07 0.0000 0.0000 0.32009E+07 0.32009E+07 36 56119. 0.0000 0.0000 56119. 56119. 34 0.15120E+06 0.0000 0.0000 0.15120E+06 0.15120E+06 37 0.25663E+07 0.0000 0.0000 0.25663E+07 0.25663E+07 39 0.26614E+07 0.0000 0.0000 0.26614E+07 0.26614E+07 48 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 46 0.13587E+07 0.0000 0.0000 0.13587E+07 0.13587E+07 Max= 0.32009E+07 0.0000 0.0000 0.32009E+07 0.32009E+07 Min= 0.0000 0.0000 -0.48344E+06 56119. 56119. STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 16 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 3 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 12 0.0000 0.0000 -0.48968E+08 0.48968E+08 0.48968E+08 10 0.0000 0.0000 -0.45437E+08 0.45437E+08 0.45437E+08 13 0.48128E+08 0.0000 0.0000 0.48128E+08 0.48128E+08 15 0.51659E+08 0.0000 0.0000 0.51659E+08 0.51659E+08 24 0.0000 0.0000 -0.69808E+08 0.69808E+08 0.69808E+08 22 0.0000 0.0000 -0.64815E+08 0.64815E+08 0.64815E+08 25 0.67506E+08 0.0000 0.0000 0.67506E+08 0.67506E+08 27 0.72499E+08 0.0000 0.0000 0.72499E+08 0.72499E+08 36 0.0000 0.0000 -0.48968E+08 0.48968E+08 0.48968E+08 34 0.0000 0.0000 -0.45437E+08 0.45437E+08 0.45437E+08 37 0.48128E+08 0.0000 0.0000 0.48128E+08 0.48128E+08 39 0.51659E+08 0.0000 0.0000 0.51659E+08 0.51659E+08 48 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 46 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07


ANNEXES

49

Max= 0.72499E+08 0.0000 0.0000 0.72499E+08 0.72499E+08 Min= 0.0000 0.0000 -0.69808E+08 0.13456E+07 0.13456E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 3 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 12 0.0000 0.0000 -0.48968E+08 0.48968E+08 0.48968E+08 10 0.0000 0.0000 -0.45437E+08 0.45437E+08 0.45437E+08 13 0.48128E+08 0.0000 0.0000 0.48128E+08 0.48128E+08 15 0.51659E+08 0.0000 0.0000 0.51659E+08 0.51659E+08 24 0.0000 0.0000 -0.69808E+08 0.69808E+08 0.69808E+08 22 0.0000 0.0000 -0.64815E+08 0.64815E+08 0.64815E+08 25 0.67506E+08 0.0000 0.0000 0.67506E+08 0.67506E+08 27 0.72499E+08 0.0000 0.0000 0.72499E+08 0.72499E+08 36 0.0000 0.0000 -0.48968E+08 0.48968E+08 0.48968E+08 34 0.0000 0.0000 -0.45437E+08 0.45437E+08 0.45437E+08 37 0.48128E+08 0.0000 0.0000 0.48128E+08 0.48128E+08 39 0.51659E+08 0.0000 0.0000 0.51659E+08 0.51659E+08 48 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 46 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 Max= 0.72499E+08 0.0000 0.0000 0.72499E+08 0.72499E+08 Min= 0.0000 0.0000 -0.69808E+08 0.13456E+07 0.13456E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 17 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 3 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 12 0.0000 0.0000 -0.83847E+08 0.83847E+08 0.83847E+08 10 0.0000 0.0000 -0.77869E+08 0.77869E+08 0.77869E+08 13 0.80560E+08 0.0000 0.0000 0.80560E+08 0.80560E+08 15 0.86539E+08 0.0000 0.0000 0.86539E+08 0.86539E+08 24 0.0000 0.0000 -0.11914E+09 0.11914E+09 0.11914E+09 22 0.0000 0.0000 -0.11068E+09 0.11068E+09 0.11068E+09 25 0.11337E+09 0.0000 0.0000 0.11337E+09 0.11337E+09 27 0.12183E+09 0.0000 0.0000 0.12183E+09 0.12183E+09 36 0.0000 0.0000 -0.83847E+08 0.83847E+08 0.83847E+08 34 0.0000 0.0000 -0.77869E+08 0.77869E+08 0.77869E+08 37 0.80560E+08 0.0000 0.0000 0.80560E+08 0.80560E+08 39 0.86539E+08 0.0000 0.0000 0.86539E+08 0.86539E+08 48 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 46 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 Max= 0.12183E+09 0.0000 0.0000 0.12183E+09 0.12183E+09 Min= 0.0000 0.0000 -0.11914E+09 0.13456E+07 0.13456E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 3 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 12 0.0000 0.0000 -0.83847E+08 0.83847E+08 0.83847E+08 10 0.0000 0.0000 -0.77869E+08 0.77869E+08 0.77869E+08 13 0.80560E+08 0.0000 0.0000 0.80560E+08 0.80560E+08 15 0.86539E+08 0.0000 0.0000 0.86539E+08 0.86539E+08 24 0.0000 0.0000 -0.11914E+09 0.11914E+09 0.11914E+09 22 0.0000 0.0000 -0.11068E+09 0.11068E+09 0.11068E+09 25 0.11337E+09 0.0000 0.0000 0.11337E+09 0.11337E+09 27 0.12183E+09 0.0000 0.0000 0.12183E+09 0.12183E+09 36 0.0000 0.0000 -0.83847E+08 0.83847E+08 0.83847E+08 34 0.0000 0.0000 -0.77869E+08 0.77869E+08 0.77869E+08 37 0.80560E+08 0.0000 0.0000 0.80560E+08 0.80560E+08 39 0.86539E+08 0.0000 0.0000 0.86539E+08 0.86539E+08 48 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07


ANNEXES

50

46 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 Max= 0.12183E+09 0.0000 0.0000 0.12183E+09 0.12183E+09 Min= 0.0000 0.0000 -0.11914E+09 0.13456E+07 0.13456E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 18 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 3 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 12 0.0000 0.0000 -0.11873E+09 0.11873E+09 0.11873E+09 10 0.0000 0.0000 -0.11030E+09 0.11030E+09 0.11030E+09 13 0.11299E+09 0.0000 0.0000 0.11299E+09 0.11299E+09 15 0.12142E+09 0.0000 0.0000 0.12142E+09 0.12142E+09 24 0.0000 0.0000 -0.16846E+09 0.16846E+09 0.16846E+09 22 0.0000 0.0000 -0.15655E+09 0.15655E+09 0.15655E+09 25 0.15924E+09 0.0000 0.0000 0.15924E+09 0.15924E+09 27 0.17115E+09 0.0000 0.0000 0.17115E+09 0.17115E+09 36 0.0000 0.0000 -0.11873E+09 0.11873E+09 0.11873E+09 34 0.0000 0.0000 -0.11030E+09 0.11030E+09 0.11030E+09 37 0.11299E+09 0.0000 0.0000 0.11299E+09 0.11299E+09 39 0.12142E+09 0.0000 0.0000 0.12142E+09 0.12142E+09 48 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 46 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 Max= 0.17115E+09 0.0000 0.0000 0.17115E+09 0.17115E+09 Min= 0.0000 0.0000 -0.16846E+09 0.13456E+07 0.13456E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 3 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 12 0.0000 0.0000 -0.11873E+09 0.11873E+09 0.11873E+09 10 0.0000 0.0000 -0.11030E+09 0.11030E+09 0.11030E+09 13 0.11299E+09 0.0000 0.0000 0.11299E+09 0.11299E+09 15 0.12142E+09 0.0000 0.0000 0.12142E+09 0.12142E+09 24 0.0000 0.0000 -0.16846E+09 0.16846E+09 0.16846E+09 22 0.0000 0.0000 -0.15655E+09 0.15655E+09 0.15655E+09 25 0.15924E+09 0.0000 0.0000 0.15924E+09 0.15924E+09 27 0.17115E+09 0.0000 0.0000 0.17115E+09 0.17115E+09 36 0.0000 0.0000 -0.11873E+09 0.11873E+09 0.11873E+09 34 0.0000 0.0000 -0.11030E+09 0.11030E+09 0.11030E+09 37 0.11299E+09 0.0000 0.0000 0.11299E+09 0.11299E+09 39 0.12142E+09 0.0000 0.0000 0.12142E+09 0.12142E+09 48 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 46 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 Max= 0.17115E+09 0.0000 0.0000 0.17115E+09 0.17115E+09 Min= 0.0000 0.0000 -0.16846E+09 0.13456E+07 0.13456E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 19 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 3 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 12 0.0000 0.0000 -0.15361E+09 0.15361E+09 0.15361E+09 10 0.0000 0.0000 -0.14273E+09 0.14273E+09 0.14273E+09 13 0.14542E+09 0.0000 0.0000 0.14542E+09 0.14542E+09 15 0.15630E+09 0.0000 0.0000 0.15630E+09 0.15630E+09 24 0.0000 0.0000 -0.21779E+09 0.21779E+09 0.21779E+09 22 0.0000 0.0000 -0.20241E+09 0.20241E+09 0.20241E+09 25 0.20510E+09 0.0000 0.0000 0.20510E+09 0.20510E+09


ANNEXES

51

27 0.22048E+09 0.0000 0.0000 0.22048E+09 0.22048E+09 36 0.0000 0.0000 -0.15361E+09 0.15361E+09 0.15361E+09 34 0.0000 0.0000 -0.14273E+09 0.14273E+09 0.14273E+09 37 0.14542E+09 0.0000 0.0000 0.14542E+09 0.14542E+09 39 0.15630E+09 0.0000 0.0000 0.15630E+09 0.15630E+09 48 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 46 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 Max= 0.22048E+09 0.0000 0.0000 0.22048E+09 0.22048E+09 Min= 0.0000 0.0000 -0.21779E+09 0.13456E+07 0.13456E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 3 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 12 0.0000 0.0000 -0.15361E+09 0.15361E+09 0.15361E+09 10 0.0000 0.0000 -0.14273E+09 0.14273E+09 0.14273E+09 13 0.14542E+09 0.0000 0.0000 0.14542E+09 0.14542E+09 15 0.15630E+09 0.0000 0.0000 0.15630E+09 0.15630E+09 24 0.0000 0.0000 -0.21779E+09 0.21779E+09 0.21779E+09 22 0.0000 0.0000 -0.20241E+09 0.20241E+09 0.20241E+09 25 0.20510E+09 0.0000 0.0000 0.20510E+09 0.20510E+09 27 0.22048E+09 0.0000 0.0000 0.22048E+09 0.22048E+09 36 0.0000 0.0000 -0.15361E+09 0.15361E+09 0.15361E+09 34 0.0000 0.0000 -0.14273E+09 0.14273E+09 0.14273E+09 37 0.14542E+09 0.0000 0.0000 0.14542E+09 0.14542E+09 39 0.15630E+09 0.0000 0.0000 0.15630E+09 0.15630E+09 48 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 46 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 Max= 0.22048E+09 0.0000 0.0000 0.22048E+09 0.22048E+09 Min= 0.0000 0.0000 -0.21779E+09 0.13456E+07 0.13456E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 20 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 3 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 12 0.0000 0.0000 -0.18849E+09 0.18849E+09 0.18849E+09 10 0.0000 0.0000 -0.17516E+09 0.17516E+09 0.17516E+09 13 0.17786E+09 0.0000 0.0000 0.17786E+09 0.17786E+09 15 0.19118E+09 0.0000 0.0000 0.19118E+09 0.19118E+09 24 0.0000 0.0000 -0.26712E+09 0.26712E+09 0.26712E+09 22 0.0000 0.0000 -0.24828E+09 0.24828E+09 0.24828E+09 25 0.25097E+09 0.0000 0.0000 0.25097E+09 0.25097E+09 27 0.26981E+09 0.0000 0.0000 0.26981E+09 0.26981E+09 36 0.0000 0.0000 -0.18849E+09 0.18849E+09 0.18849E+09 34 0.0000 0.0000 -0.17516E+09 0.17516E+09 0.17516E+09 37 0.17786E+09 0.0000 0.0000 0.17786E+09 0.17786E+09 39 0.19118E+09 0.0000 0.0000 0.19118E+09 0.19118E+09 48 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 46 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 Max= 0.26981E+09 0.0000 0.0000 0.26981E+09 0.26981E+09 Min= 0.0000 0.0000 -0.26712E+09 0.13456E+07 0.13456E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 3 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 12 0.0000 0.0000 -0.18849E+09 0.18849E+09 0.18849E+09 10 0.0000 0.0000 -0.17516E+09 0.17516E+09 0.17516E+09 13 0.17786E+09 0.0000 0.0000 0.17786E+09 0.17786E+09 15 0.19118E+09 0.0000 0.0000 0.19118E+09 0.19118E+09 24 0.0000 0.0000 -0.26712E+09 0.26712E+09 0.26712E+09


ANNEXES

52

22 0.0000 0.0000 -0.24828E+09 0.24828E+09 0.24828E+09 25 0.25097E+09 0.0000 0.0000 0.25097E+09 0.25097E+09 27 0.26981E+09 0.0000 0.0000 0.26981E+09 0.26981E+09 36 0.0000 0.0000 -0.18849E+09 0.18849E+09 0.18849E+09 34 0.0000 0.0000 -0.17516E+09 0.17516E+09 0.17516E+09 37 0.17786E+09 0.0000 0.0000 0.17786E+09 0.17786E+09 39 0.19118E+09 0.0000 0.0000 0.19118E+09 0.19118E+09 48 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 46 0.13456E+07 0.0000 0.0000 0.13456E+07 0.13456E+07 Max= 0.26981E+09 0.0000 0.0000 0.26981E+09 0.26981E+09 Min= 0.0000 0.0000 -0.26712E+09 0.13456E+07 0.13456E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 21 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.45896E+06 0.45896E+06 0.45896E+06 3 0.0000 0.0000 -0.45896E+06 0.45896E+06 0.45896E+06 12 0.0000 0.0000 -0.20297E+09 0.20297E+09 0.20297E+09 10 0.0000 0.0000 -0.18876E+09 0.18876E+09 0.18876E+09 13 0.18784E+09 0.0000 0.0000 0.18784E+09 0.18784E+09 15 0.20205E+09 0.0000 0.0000 0.20205E+09 0.20205E+09 24 0.0000 0.0000 -0.28686E+09 0.28686E+09 0.28686E+09 22 0.0000 0.0000 -0.26676E+09 0.26676E+09 0.26676E+09 25 0.26584E+09 0.0000 0.0000 0.26584E+09 0.26584E+09 27 0.28594E+09 0.0000 0.0000 0.28594E+09 0.28594E+09 36 0.0000 0.0000 -0.20297E+09 0.20297E+09 0.20297E+09 34 0.0000 0.0000 -0.18876E+09 0.18876E+09 0.18876E+09 37 0.18784E+09 0.0000 0.0000 0.18784E+09 0.18784E+09 39 0.20205E+09 0.0000 0.0000 0.20205E+09 0.20205E+09 48 0.0000 0.0000 -0.45896E+06 0.45896E+06 0.45896E+06 46 0.0000 0.0000 -0.45896E+06 0.45896E+06 0.45896E+06 Max= 0.28594E+09 0.0000 0.0000 0.28686E+09 0.28686E+09 Min= 0.0000 0.0000 -0.28686E+09 0.45896E+06 0.45896E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.45896E+06 0.45896E+06 0.45896E+06 3 0.0000 0.0000 -0.45896E+06 0.45896E+06 0.45896E+06 12 0.0000 0.0000 -0.20297E+09 0.20297E+09 0.20297E+09 10 0.0000 0.0000 -0.18876E+09 0.18876E+09 0.18876E+09 13 0.18784E+09 0.0000 0.0000 0.18784E+09 0.18784E+09 15 0.20205E+09 0.0000 0.0000 0.20205E+09 0.20205E+09 24 0.0000 0.0000 -0.28686E+09 0.28686E+09 0.28686E+09 22 0.0000 0.0000 -0.26676E+09 0.26676E+09 0.26676E+09 25 0.26584E+09 0.0000 0.0000 0.26584E+09 0.26584E+09 27 0.28594E+09 0.0000 0.0000 0.28594E+09 0.28594E+09 36 0.0000 0.0000 -0.20297E+09 0.20297E+09 0.20297E+09 34 0.0000 0.0000 -0.18876E+09 0.18876E+09 0.18876E+09 37 0.18784E+09 0.0000 0.0000 0.18784E+09 0.18784E+09 39 0.20205E+09 0.0000 0.0000 0.20205E+09 0.20205E+09 48 0.0000 0.0000 -0.45896E+06 0.45896E+06 0.45896E+06 46 0.0000 0.0000 -0.45896E+06 0.45896E+06 0.45896E+06 Max= 0.28594E+09 0.0000 0.0000 0.28686E+09 0.28686E+09 Min= 0.0000 0.0000 -0.28686E+09 0.45896E+06 0.45896E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 22 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.45896E+06 0.45896E+06 0.45896E+06


ANNEXES

53

3 0.0000 0.0000 -0.45896E+06 0.45896E+06 0.45896E+06 12 0.0000 0.0000 -0.19345E+09 0.19345E+09 0.19345E+09 10 0.0000 0.0000 -0.17991E+09 0.17991E+09 0.17991E+09 13 0.17899E+09 0.0000 0.0000 0.17899E+09 0.17899E+09 15 0.19254E+09 0.0000 0.0000 0.19254E+09 0.19254E+09 24 0.0000 0.0000 -0.27339E+09 0.27339E+09 0.27339E+09 22 0.0000 0.0000 -0.25424E+09 0.25424E+09 0.25424E+09 25 0.25332E+09 0.0000 0.0000 0.25332E+09 0.25332E+09 27 0.27248E+09 0.0000 0.0000 0.27248E+09 0.27248E+09 36 0.0000 0.0000 -0.19345E+09 0.19345E+09 0.19345E+09 34 0.0000 0.0000 -0.17991E+09 0.17991E+09 0.17991E+09 37 0.17899E+09 0.0000 0.0000 0.17899E+09 0.17899E+09 39 0.19254E+09 0.0000 0.0000 0.19254E+09 0.19254E+09 48 0.0000 0.0000 -0.45896E+06 0.45896E+06 0.45896E+06 46 0.0000 0.0000 -0.45896E+06 0.45896E+06 0.45896E+06 Max= 0.27248E+09 0.0000 0.0000 0.27339E+09 0.27339E+09 Min= 0.0000 0.0000 -0.27339E+09 0.45896E+06 0.45896E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.45896E+06 0.45896E+06 0.45896E+06 3 0.0000 0.0000 -0.45896E+06 0.45896E+06 0.45896E+06 12 0.0000 0.0000 -0.19345E+09 0.19345E+09 0.19345E+09 10 0.0000 0.0000 -0.17991E+09 0.17991E+09 0.17991E+09 13 0.17899E+09 0.0000 0.0000 0.17899E+09 0.17899E+09 15 0.19254E+09 0.0000 0.0000 0.19254E+09 0.19254E+09 24 0.0000 0.0000 -0.27339E+09 0.27339E+09 0.27339E+09 22 0.0000 0.0000 -0.25424E+09 0.25424E+09 0.25424E+09 25 0.25332E+09 0.0000 0.0000 0.25332E+09 0.25332E+09 27 0.27248E+09 0.0000 0.0000 0.27248E+09 0.27248E+09 36 0.0000 0.0000 -0.19345E+09 0.19345E+09 0.19345E+09 34 0.0000 0.0000 -0.17991E+09 0.17991E+09 0.17991E+09 37 0.17899E+09 0.0000 0.0000 0.17899E+09 0.17899E+09 39 0.19254E+09 0.0000 0.0000 0.19254E+09 0.19254E+09 48 0.0000 0.0000 -0.45896E+06 0.45896E+06 0.45896E+06 46 0.0000 0.0000 -0.45896E+06 0.45896E+06 0.45896E+06 Max= 0.27248E+09 0.0000 0.0000 0.27339E+09 0.27339E+09 Min= 0.0000 0.0000 -0.27339E+09 0.45896E+06 0.45896E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 23 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 3 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 12 0.0000 0.0000 -0.12928E+09 0.12928E+09 0.12928E+09 10 0.0000 0.0000 -0.12030E+09 0.12030E+09 0.12030E+09 13 0.11772E+09 0.0000 0.0000 0.11772E+09 0.11772E+09 15 0.12670E+09 0.0000 0.0000 0.12670E+09 0.12670E+09 24 0.0000 0.0000 -0.18230E+09 0.18230E+09 0.18230E+09 22 0.0000 0.0000 -0.16960E+09 0.16960E+09 0.16960E+09 25 0.16701E+09 0.0000 0.0000 0.16701E+09 0.16701E+09 27 0.17971E+09 0.0000 0.0000 0.17971E+09 0.17971E+09 36 0.0000 0.0000 -0.12928E+09 0.12928E+09 0.12928E+09 34 0.0000 0.0000 -0.12030E+09 0.12030E+09 0.12030E+09 37 0.11772E+09 0.0000 0.0000 0.11772E+09 0.11772E+09 39 0.12670E+09 0.0000 0.0000 0.12670E+09 0.12670E+09 48 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 46 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 Max= 0.17971E+09 0.0000 0.0000 0.18230E+09 0.18230E+09 Min= 0.0000 0.0000 -0.18230E+09 0.12935E+07 0.12935E+07 ELEMENT NODE = 2


ANNEXES

54

SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 3 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 12 0.0000 0.0000 -0.12928E+09 0.12928E+09 0.12928E+09 10 0.0000 0.0000 -0.12030E+09 0.12030E+09 0.12030E+09 13 0.11772E+09 0.0000 0.0000 0.11772E+09 0.11772E+09 15 0.12670E+09 0.0000 0.0000 0.12670E+09 0.12670E+09 24 0.0000 0.0000 -0.18230E+09 0.18230E+09 0.18230E+09 22 0.0000 0.0000 -0.16960E+09 0.16960E+09 0.16960E+09 25 0.16701E+09 0.0000 0.0000 0.16701E+09 0.16701E+09 27 0.17971E+09 0.0000 0.0000 0.17971E+09 0.17971E+09 36 0.0000 0.0000 -0.12928E+09 0.12928E+09 0.12928E+09 34 0.0000 0.0000 -0.12030E+09 0.12030E+09 0.12030E+09 37 0.11772E+09 0.0000 0.0000 0.11772E+09 0.11772E+09 39 0.12670E+09 0.0000 0.0000 0.12670E+09 0.12670E+09 48 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 46 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 Max= 0.17971E+09 0.0000 0.0000 0.18230E+09 0.18230E+09 Min= 0.0000 0.0000 -0.18230E+09 0.12935E+07 0.12935E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 24 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 3 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 12 0.0000 0.0000 -0.88615E+08 0.88615E+08 0.88615E+08 10 0.0000 0.0000 -0.82487E+08 0.82487E+08 0.82487E+08 13 0.79900E+08 0.0000 0.0000 0.79900E+08 0.79900E+08 15 0.86028E+08 0.0000 0.0000 0.86028E+08 0.86028E+08 24 0.0000 0.0000 -0.12478E+09 0.12478E+09 0.12478E+09 22 0.0000 0.0000 -0.11612E+09 0.11612E+09 0.11612E+09 25 0.11353E+09 0.0000 0.0000 0.11353E+09 0.11353E+09 27 0.12220E+09 0.0000 0.0000 0.12220E+09 0.12220E+09 36 0.0000 0.0000 -0.88615E+08 0.88615E+08 0.88615E+08 34 0.0000 0.0000 -0.82487E+08 0.82487E+08 0.82487E+08 37 0.79900E+08 0.0000 0.0000 0.79900E+08 0.79900E+08 39 0.86028E+08 0.0000 0.0000 0.86028E+08 0.86028E+08 48 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 46 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 Max= 0.12220E+09 0.0000 0.0000 0.12478E+09 0.12478E+09 Min= 0.0000 0.0000 -0.12478E+09 0.12935E+07 0.12935E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 3 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 12 0.0000 0.0000 -0.88615E+08 0.88615E+08 0.88615E+08 10 0.0000 0.0000 -0.82487E+08 0.82487E+08 0.82487E+08 13 0.79900E+08 0.0000 0.0000 0.79900E+08 0.79900E+08 15 0.86028E+08 0.0000 0.0000 0.86028E+08 0.86028E+08 24 0.0000 0.0000 -0.12478E+09 0.12478E+09 0.12478E+09 22 0.0000 0.0000 -0.11612E+09 0.11612E+09 0.11612E+09 25 0.11353E+09 0.0000 0.0000 0.11353E+09 0.11353E+09 27 0.12220E+09 0.0000 0.0000 0.12220E+09 0.12220E+09 36 0.0000 0.0000 -0.88615E+08 0.88615E+08 0.88615E+08 34 0.0000 0.0000 -0.82487E+08 0.82487E+08 0.82487E+08 37 0.79900E+08 0.0000 0.0000 0.79900E+08 0.79900E+08 39 0.86028E+08 0.0000 0.0000 0.86028E+08 0.86028E+08 48 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 46 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 Max= 0.12220E+09 0.0000 0.0000 0.12478E+09 0.12478E+09 Min= 0.0000 0.0000 -0.12478E+09 0.12935E+07 0.12935E+07


ANNEXES

55

STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 25 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 3 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 12 0.0000 0.0000 -0.47944E+08 0.47944E+08 0.47944E+08 10 0.0000 0.0000 -0.44671E+08 0.44671E+08 0.44671E+08 13 0.42084E+08 0.0000 0.0000 0.42084E+08 0.42084E+08 15 0.45357E+08 0.0000 0.0000 0.45357E+08 0.45357E+08 24 0.0000 0.0000 -0.67268E+08 0.67268E+08 0.67268E+08 22 0.0000 0.0000 -0.62638E+08 0.62638E+08 0.62638E+08 25 0.60051E+08 0.0000 0.0000 0.60051E+08 0.60051E+08 27 0.64681E+08 0.0000 0.0000 0.64681E+08 0.64681E+08 36 0.0000 0.0000 -0.47944E+08 0.47944E+08 0.47944E+08 34 0.0000 0.0000 -0.44671E+08 0.44671E+08 0.44671E+08 37 0.42084E+08 0.0000 0.0000 0.42084E+08 0.42084E+08 39 0.45357E+08 0.0000 0.0000 0.45357E+08 0.45357E+08 48 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 46 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 Max= 0.64681E+08 0.0000 0.0000 0.67268E+08 0.67268E+08 Min= 0.0000 0.0000 -0.67268E+08 0.12935E+07 0.12935E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 3 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 12 0.0000 0.0000 -0.47944E+08 0.47944E+08 0.47944E+08 10 0.0000 0.0000 -0.44671E+08 0.44671E+08 0.44671E+08 13 0.42084E+08 0.0000 0.0000 0.42084E+08 0.42084E+08 15 0.45357E+08 0.0000 0.0000 0.45357E+08 0.45357E+08 24 0.0000 0.0000 -0.67268E+08 0.67268E+08 0.67268E+08 22 0.0000 0.0000 -0.62638E+08 0.62638E+08 0.62638E+08 25 0.60051E+08 0.0000 0.0000 0.60051E+08 0.60051E+08 27 0.64681E+08 0.0000 0.0000 0.64681E+08 0.64681E+08 36 0.0000 0.0000 -0.47944E+08 0.47944E+08 0.47944E+08 34 0.0000 0.0000 -0.44671E+08 0.44671E+08 0.44671E+08 37 0.42084E+08 0.0000 0.0000 0.42084E+08 0.42084E+08 39 0.45357E+08 0.0000 0.0000 0.45357E+08 0.45357E+08 48 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 46 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 Max= 0.64681E+08 0.0000 0.0000 0.67268E+08 0.67268E+08 Min= 0.0000 0.0000 -0.67268E+08 0.12935E+07 0.12935E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 26 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 3 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 12 0.0000 0.0000 -0.72741E+07 0.72741E+07 0.72741E+07 10 0.0000 0.0000 -0.68544E+07 0.68544E+07 0.68544E+07 13 0.42674E+07 0.0000 0.0000 0.42674E+07 0.42674E+07 15 0.46871E+07 0.0000 0.0000 0.46871E+07 0.46871E+07 24 0.0000 0.0000 -0.97513E+07 0.97513E+07 0.97513E+07 22 0.0000 0.0000 -0.91578E+07 0.91578E+07 0.91578E+07 25 0.65708E+07 0.0000 0.0000 0.65708E+07 0.65708E+07 27 0.71643E+07 0.0000 0.0000 0.71643E+07 0.71643E+07 36 0.0000 0.0000 -0.72741E+07 0.72741E+07 0.72741E+07 34 0.0000 0.0000 -0.68544E+07 0.68544E+07 0.68544E+07 37 0.42674E+07 0.0000 0.0000 0.42674E+07 0.42674E+07 39 0.46871E+07 0.0000 0.0000 0.46871E+07 0.46871E+07 48 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07


ANNEXES

56

46 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 Max= 0.71643E+07 0.0000 0.0000 0.97513E+07 0.97513E+07 Min= 0.0000 0.0000 -0.97513E+07 0.12935E+07 0.12935E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 3 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 12 0.0000 0.0000 -0.72741E+07 0.72741E+07 0.72741E+07 10 0.0000 0.0000 -0.68544E+07 0.68544E+07 0.68544E+07 13 0.42674E+07 0.0000 0.0000 0.42674E+07 0.42674E+07 15 0.46871E+07 0.0000 0.0000 0.46871E+07 0.46871E+07 24 0.0000 0.0000 -0.97513E+07 0.97513E+07 0.97513E+07 22 0.0000 0.0000 -0.91578E+07 0.91578E+07 0.91578E+07 25 0.65708E+07 0.0000 0.0000 0.65708E+07 0.65708E+07 27 0.71643E+07 0.0000 0.0000 0.71643E+07 0.71643E+07 36 0.0000 0.0000 -0.72741E+07 0.72741E+07 0.72741E+07 34 0.0000 0.0000 -0.68544E+07 0.68544E+07 0.68544E+07 37 0.42674E+07 0.0000 0.0000 0.42674E+07 0.42674E+07 39 0.46871E+07 0.0000 0.0000 0.46871E+07 0.46871E+07 48 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 46 0.0000 0.0000 -0.12935E+07 0.12935E+07 0.12935E+07 Max= 0.71643E+07 0.0000 0.0000 0.97513E+07 0.97513E+07 Min= 0.0000 0.0000 -0.97513E+07 0.12935E+07 0.12935E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 29 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.75709E+08 -0.36994 -16599. 0.75726E+08 0.75718E+08 3 0.87479E+08 -0.41924 -19554. 0.87498E+08 0.87488E+08 12 0.65090E+08 -0.17233 -26280. 0.65116E+08 0.65103E+08 10 0.56519E+08 -0.15359 -22236. 0.56541E+08 0.56530E+08 13 0.53559E+08 -0.13063 -23465. 0.53582E+08 0.53570E+08 15 0.61636E+08 -0.14625 -27753. 0.61664E+08 0.61650E+08 24 0.77606E+07 0.0000 -0.22042E+06 0.79810E+07 0.78731E+07 22 0.73619E+07 0.0000 -0.17071E+06 0.75326E+07 0.74487E+07 25 0.33753E+07 0.0000 -0.37233E+06 0.37477E+07 0.35761E+07 27 0.31902E+07 0.0000 -0.53620E+06 0.37264E+07 0.34893E+07 36 33249. 0.85354E-01 -0.51447E+08 0.51481E+08 0.51464E+08 34 28977. 0.69594E-01 -0.43370E+08 0.43399E+08 0.43384E+08 37 27126. 0.84854E-01 -0.46330E+08 0.46357E+08 0.46343E+08 39 31158. 0.10374 -0.54900E+08 0.54931E+08 0.54916E+08 48 22133. 0.28966 -0.77287E+08 0.77309E+08 0.77298E+08 46 19182. 0.24017 -0.65518E+08 0.65537E+08 0.65527E+08 Max= 0.87479E+08 0.28966 -16599. 0.87498E+08 0.87488E+08 Min= 19182. -0.41924 -0.77287E+08 0.37264E+07 0.34893E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.75709E+08 -0.36994 -16599. 0.75726E+08 0.75718E+08 3 0.87479E+08 -0.41924 -19554. 0.87498E+08 0.87488E+08 12 0.65090E+08 -0.17233 -26280. 0.65116E+08 0.65103E+08 10 0.56519E+08 -0.15359 -22236. 0.56541E+08 0.56530E+08 13 0.53559E+08 -0.13063 -23465. 0.53582E+08 0.53570E+08 15 0.61636E+08 -0.14625 -27753. 0.61664E+08 0.61650E+08 24 0.77606E+07 0.0000 -0.22042E+06 0.79810E+07 0.78731E+07 22 0.73619E+07 0.0000 -0.17071E+06 0.75326E+07 0.74487E+07 25 0.33753E+07 0.0000 -0.37233E+06 0.37477E+07 0.35761E+07 27 0.31902E+07 0.0000 -0.53620E+06 0.37264E+07 0.34893E+07 36 33249. 0.85354E-01 -0.51447E+08 0.51481E+08 0.51464E+08 34 28977. 0.69594E-01 -0.43370E+08 0.43399E+08 0.43384E+08 37 27126. 0.84854E-01 -0.46330E+08 0.46357E+08 0.46343E+08


ANNEXES

57

39 31158. 0.10374 -0.54900E+08 0.54931E+08 0.54916E+08 48 22133. 0.28966 -0.77287E+08 0.77309E+08 0.77298E+08 46 19182. 0.24017 -0.65518E+08 0.65537E+08 0.65527E+08 Max= 0.87479E+08 0.28966 -16599. 0.87498E+08 0.87488E+08 Min= 19182. -0.41924 -0.77287E+08 0.37264E+07 0.34893E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 30 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.46329E+08 -0.84406E-01 -27126. 0.46356E+08 0.46343E+08 3 0.53202E+08 -0.93885E-01 -32153. 0.53234E+08 0.53218E+08 12 0.40055E+08 -0.39849E-01 -42706. 0.40098E+08 0.40077E+08 10 0.35060E+08 -0.36392E-01 -35845. 0.35096E+08 0.35078E+08 13 0.33480E+08 -0.31652E-01 -37537. 0.33517E+08 0.33499E+08 15 0.38211E+08 -0.34552E-01 -44766. 0.38256E+08 0.38234E+08 24 0.66592E+07 0.0000 -0.25688E+06 0.69161E+07 0.67913E+07 22 0.64119E+07 0.0000 -0.19600E+06 0.66079E+07 0.65121E+07 25 0.42725E+07 0.0000 -0.29415E+06 0.45666E+07 0.44269E+07 27 0.41992E+07 0.0000 -0.40736E+06 0.46066E+07 0.44170E+07 36 61019. 0.13752E-01 -0.28034E+08 0.28095E+08 0.28064E+08 34 53933. 0.10746E-01 -0.23302E+08 0.23356E+08 0.23329E+08 37 50511. 0.13092E-01 -0.24881E+08 0.24931E+08 0.24906E+08 39 57257. 0.16657E-01 -0.29876E+08 0.29933E+08 0.29904E+08 48 39767. 0.49851E-01 -0.43015E+08 0.43055E+08 0.43035E+08 46 34772. 0.40246E-01 -0.36143E+08 0.36178E+08 0.36160E+08 Max= 0.53202E+08 0.49851E-01 -27126. 0.53234E+08 0.53218E+08 Min= 34772. -0.93885E-01 -0.43015E+08 0.45666E+07 0.44170E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.46329E+08 -0.84406E-01 -27126. 0.46356E+08 0.46343E+08 3 0.53202E+08 -0.93885E-01 -32153. 0.53234E+08 0.53218E+08 12 0.40055E+08 -0.39849E-01 -42706. 0.40098E+08 0.40077E+08 10 0.35060E+08 -0.36392E-01 -35845. 0.35096E+08 0.35078E+08 13 0.33480E+08 -0.31652E-01 -37537. 0.33517E+08 0.33499E+08 15 0.38211E+08 -0.34552E-01 -44766. 0.38256E+08 0.38234E+08 24 0.66592E+07 0.0000 -0.25688E+06 0.69161E+07 0.67913E+07 22 0.64119E+07 0.0000 -0.19600E+06 0.66079E+07 0.65121E+07 25 0.42725E+07 0.0000 -0.29415E+06 0.45666E+07 0.44269E+07 27 0.41992E+07 0.0000 -0.40736E+06 0.46066E+07 0.44170E+07 36 61019. 0.13752E-01 -0.28034E+08 0.28095E+08 0.28064E+08 34 53933. 0.10746E-01 -0.23302E+08 0.23356E+08 0.23329E+08 37 50511. 0.13092E-01 -0.24881E+08 0.24931E+08 0.24906E+08 39 57257. 0.16657E-01 -0.29876E+08 0.29933E+08 0.29904E+08 48 39767. 0.49851E-01 -0.43015E+08 0.43055E+08 0.43035E+08 46 34772. 0.40246E-01 -0.36143E+08 0.36178E+08 0.36160E+08 Max= 0.53202E+08 0.49851E-01 -27126. 0.53234E+08 0.53218E+08 Min= 34772. -0.93885E-01 -0.43015E+08 0.45666E+07 0.44170E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 31 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.16986E+08 -0.39746E-02 -73989. 0.17060E+08 0.17023E+08 3 0.18971E+08 -0.40485E-02 -90169. 0.19061E+08 0.19016E+08 12 0.15075E+08 -0.19618E-02 -0.11347E+06 0.15189E+08 0.15132E+08 10 0.13645E+08 -0.19997E-02 -92105. 0.13737E+08 0.13691E+08 13 0.13443E+08 -0.19074E-02 -93486. 0.13537E+08 0.13490E+08 15 0.14840E+08 -0.18658E-02 -0.11526E+06 0.14956E+08 0.14898E+08 24 0.55715E+07 0.0000 -0.30702E+06 0.58785E+07 0.57312E+07


ANNEXES

58

22 0.54703E+07 0.0000 -0.22974E+06 0.57000E+07 0.55887E+07 25 0.51955E+07 0.0000 -0.24189E+06 0.54374E+07 0.53206E+07 27 0.52552E+07 0.0000 -0.32550E+06 0.55807E+07 0.54253E+07 36 0.35042E+06 0.62900E-04 -0.48815E+07 0.52319E+07 0.50658E+07 34 0.35771E+06 0.31003E-04 -0.35133E+07 0.38710E+07 0.37051E+07 37 0.33982E+06 0.36424E-04 -0.36983E+07 0.40381E+07 0.38794E+07 39 0.33521E+06 0.72478E-04 -0.51030E+07 0.54382E+07 0.52786E+07 48 0.19265E+06 0.41593E-03 -0.88792E+07 0.90718E+07 0.89771E+07 46 0.18215E+06 0.26273E-03 -0.68996E+07 0.70817E+07 0.69924E+07 Max= 0.18971E+08 0.41593E-03 -73989. 0.19061E+08 0.19016E+08 Min= 0.18215E+06 -0.40485E-02 -0.88792E+07 0.38710E+07 0.37051E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.16986E+08 -0.39746E-02 -73989. 0.17060E+08 0.17023E+08 3 0.18971E+08 -0.40485E-02 -90169. 0.19061E+08 0.19016E+08 12 0.15075E+08 -0.19618E-02 -0.11347E+06 0.15189E+08 0.15132E+08 10 0.13645E+08 -0.19997E-02 -92105. 0.13737E+08 0.13691E+08 13 0.13443E+08 -0.19074E-02 -93486. 0.13537E+08 0.13490E+08 15 0.14840E+08 -0.18658E-02 -0.11526E+06 0.14956E+08 0.14898E+08 24 0.55715E+07 0.0000 -0.30702E+06 0.58785E+07 0.57312E+07 22 0.54703E+07 0.0000 -0.22974E+06 0.57000E+07 0.55887E+07 25 0.51955E+07 0.0000 -0.24189E+06 0.54374E+07 0.53206E+07 27 0.52552E+07 0.0000 -0.32550E+06 0.55807E+07 0.54253E+07 36 0.35042E+06 0.62900E-04 -0.48815E+07 0.52319E+07 0.50658E+07 34 0.35771E+06 0.31003E-04 -0.35133E+07 0.38710E+07 0.37051E+07 37 0.33982E+06 0.36424E-04 -0.36983E+07 0.40381E+07 0.38794E+07 39 0.33521E+06 0.72478E-04 -0.51030E+07 0.54382E+07 0.52786E+07 48 0.19265E+06 0.41593E-03 -0.88792E+07 0.90718E+07 0.89771E+07 46 0.18215E+06 0.26273E-03 -0.68996E+07 0.70817E+07 0.69924E+07 Max= 0.18971E+08 0.41593E-03 -73989. 0.19061E+08 0.19016E+08 Min= 0.18215E+06 -0.40485E-02 -0.88792E+07 0.38710E+07 0.37051E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 32 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 99909. 0.16656E-02 -0.12579E+08 0.12679E+08 0.12629E+08 3 0.11023E+06 0.23028E-02 -0.15519E+08 0.15629E+08 0.15574E+08 12 0.16680E+06 0.64935E-03 -0.10256E+08 0.10422E+08 0.10340E+08 10 0.15564E+06 0.42828E-03 -0.80749E+07 0.82306E+07 0.81539E+07 13 0.18149E+06 0.26570E-03 -0.69244E+07 0.71059E+07 0.70169E+07 15 0.19202E+06 0.42018E-03 -0.89083E+07 0.91004E+07 0.90059E+07 24 0.45062E+07 0.0000 -0.37960E+06 0.48858E+07 0.47075E+07 22 0.45420E+07 0.0000 -0.27670E+06 0.48187E+07 0.46864E+07 25 0.61338E+07 0.0000 -0.20489E+06 0.63387E+07 0.62388E+07 27 0.63374E+07 0.0000 -0.26992E+06 0.66074E+07 0.64766E+07 36 0.19000E+08 -0.40683E-02 -90028. 0.19091E+08 0.19046E+08 34 0.17011E+08 -0.39932E-02 -73879. 0.17085E+08 0.17048E+08 37 0.18183E+08 -0.49090E-02 -69118. 0.18252E+08 0.18217E+08 39 0.20367E+08 -0.50487E-02 -83989. 0.20451E+08 0.20409E+08 48 0.25669E+08 -0.10297E-01 -66639. 0.25736E+08 0.25703E+08 46 0.22729E+08 -0.97486E-02 -55294. 0.22784E+08 0.22756E+08 Max= 0.25669E+08 0.23028E-02 -55294. 0.25736E+08 0.25703E+08 Min= 99909. -0.10297E-01 -0.15519E+08 0.48187E+07 0.46864E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 99909. 0.16656E-02 -0.12579E+08 0.12679E+08 0.12629E+08 3 0.11023E+06 0.23028E-02 -0.15519E+08 0.15629E+08 0.15574E+08 12 0.16680E+06 0.64935E-03 -0.10256E+08 0.10422E+08 0.10340E+08 10 0.15564E+06 0.42828E-03 -0.80749E+07 0.82306E+07 0.81539E+07 13 0.18149E+06 0.26570E-03 -0.69244E+07 0.71059E+07 0.70169E+07


ANNEXES

59

15 0.19202E+06 0.42018E-03 -0.89083E+07 0.91004E+07 0.90059E+07 24 0.45062E+07 0.0000 -0.37960E+06 0.48858E+07 0.47075E+07 22 0.45420E+07 0.0000 -0.27670E+06 0.48187E+07 0.46864E+07 25 0.61338E+07 0.0000 -0.20489E+06 0.63387E+07 0.62388E+07 27 0.63374E+07 0.0000 -0.26992E+06 0.66074E+07 0.64766E+07 36 0.19000E+08 -0.40683E-02 -90028. 0.19091E+08 0.19046E+08 34 0.17011E+08 -0.39932E-02 -73879. 0.17085E+08 0.17048E+08 37 0.18183E+08 -0.49090E-02 -69118. 0.18252E+08 0.18217E+08 39 0.20367E+08 -0.50487E-02 -83989. 0.20451E+08 0.20409E+08 48 0.25669E+08 -0.10297E-01 -66639. 0.25736E+08 0.25703E+08 46 0.22729E+08 -0.97486E-02 -55294. 0.22784E+08 0.22756E+08 Max= 0.25669E+08 0.23028E-02 -55294. 0.25736E+08 0.25703E+08 Min= 99909. -0.10297E-01 -0.15519E+08 0.48187E+07 0.46864E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 35 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 19182. 0.24017 -0.65518E+08 0.65537E+08 0.65527E+08 3 22133. 0.28966 -0.77287E+08 0.77309E+08 0.77298E+08 12 33249. 0.85354E-01 -0.51447E+08 0.51481E+08 0.51464E+08 10 28977. 0.69594E-01 -0.43370E+08 0.43399E+08 0.43384E+08 13 27126. 0.84854E-01 -0.46330E+08 0.46357E+08 0.46343E+08 15 31158. 0.10374 -0.54900E+08 0.54931E+08 0.54916E+08 24 0.77606E+07 0.0000 -0.22042E+06 0.79810E+07 0.78731E+07 22 0.73619E+07 0.0000 -0.17071E+06 0.75326E+07 0.74487E+07 25 0.33753E+07 0.0000 -0.37233E+06 0.37477E+07 0.35761E+07 27 0.31902E+07 0.0000 -0.53620E+06 0.37264E+07 0.34893E+07 36 0.65090E+08 -0.17233 -26280. 0.65116E+08 0.65103E+08 34 0.56519E+08 -0.15359 -22236. 0.56541E+08 0.56530E+08 37 0.53559E+08 -0.13063 -23465. 0.53582E+08 0.53570E+08 39 0.61636E+08 -0.14625 -27753. 0.61664E+08 0.61650E+08 48 0.87479E+08 -0.41924 -19554. 0.87498E+08 0.87488E+08 46 0.75709E+08 -0.36994 -16599. 0.75726E+08 0.75718E+08 Max= 0.87479E+08 0.28966 -16599. 0.87498E+08 0.87488E+08 Min= 19182. -0.41924 -0.77287E+08 0.37264E+07 0.34893E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 19182. 0.24017 -0.65518E+08 0.65537E+08 0.65527E+08 3 22133. 0.28966 -0.77287E+08 0.77309E+08 0.77298E+08 12 33249. 0.85354E-01 -0.51447E+08 0.51481E+08 0.51464E+08 10 28977. 0.69594E-01 -0.43370E+08 0.43399E+08 0.43384E+08 13 27126. 0.84854E-01 -0.46330E+08 0.46357E+08 0.46343E+08 15 31158. 0.10374 -0.54900E+08 0.54931E+08 0.54916E+08 24 0.77606E+07 0.0000 -0.22042E+06 0.79810E+07 0.78731E+07 22 0.73619E+07 0.0000 -0.17071E+06 0.75326E+07 0.74487E+07 25 0.33753E+07 0.0000 -0.37233E+06 0.37477E+07 0.35761E+07 27 0.31902E+07 0.0000 -0.53620E+06 0.37264E+07 0.34893E+07 36 0.65090E+08 -0.17233 -26280. 0.65116E+08 0.65103E+08 34 0.56519E+08 -0.15359 -22236. 0.56541E+08 0.56530E+08 37 0.53559E+08 -0.13063 -23465. 0.53582E+08 0.53570E+08 39 0.61636E+08 -0.14625 -27753. 0.61664E+08 0.61650E+08 48 0.87479E+08 -0.41924 -19554. 0.87498E+08 0.87488E+08 46 0.75709E+08 -0.36994 -16599. 0.75726E+08 0.75718E+08 Max= 0.87479E+08 0.28966 -16599. 0.87498E+08 0.87488E+08 Min= 19182. -0.41924 -0.77287E+08 0.37264E+07 0.34893E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 36 SECTION ID = 4 ELEMENT NODE = 1


ANNEXES

60

SEC NODE S1 S2 S3 SINT SEQV 1 34772. 0.40246E-01 -0.36143E+08 0.36178E+08 0.36160E+08 3 39767. 0.49852E-01 -0.43015E+08 0.43055E+08 0.43035E+08 12 61019. 0.13753E-01 -0.28034E+08 0.28095E+08 0.28064E+08 10 53933. 0.10747E-01 -0.23302E+08 0.23356E+08 0.23329E+08 13 50511. 0.13092E-01 -0.24881E+08 0.24931E+08 0.24906E+08 15 57257. 0.16657E-01 -0.29876E+08 0.29933E+08 0.29904E+08 24 0.66592E+07 0.0000 -0.25688E+06 0.69161E+07 0.67913E+07 22 0.64119E+07 0.0000 -0.19600E+06 0.66079E+07 0.65121E+07 25 0.42725E+07 0.0000 -0.29415E+06 0.45666E+07 0.44269E+07 27 0.41992E+07 0.0000 -0.40736E+06 0.46066E+07 0.44170E+07 36 0.40055E+08 -0.39849E-01 -42706. 0.40098E+08 0.40077E+08 34 0.35060E+08 -0.36393E-01 -35845. 0.35096E+08 0.35078E+08 37 0.33480E+08 -0.31653E-01 -37537. 0.33517E+08 0.33499E+08 39 0.38211E+08 -0.34551E-01 -44766. 0.38256E+08 0.38234E+08 48 0.53202E+08 -0.93884E-01 -32153. 0.53234E+08 0.53218E+08 46 0.46329E+08 -0.84404E-01 -27126. 0.46356E+08 0.46343E+08 Max= 0.53202E+08 0.49852E-01 -27126. 0.53234E+08 0.53218E+08 Min= 34772. -0.93884E-01 -0.43015E+08 0.45666E+07 0.44170E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 34772. 0.40246E-01 -0.36143E+08 0.36178E+08 0.36160E+08 3 39767. 0.49852E-01 -0.43015E+08 0.43055E+08 0.43035E+08 12 61019. 0.13753E-01 -0.28034E+08 0.28095E+08 0.28064E+08 10 53933. 0.10747E-01 -0.23302E+08 0.23356E+08 0.23329E+08 13 50511. 0.13092E-01 -0.24881E+08 0.24931E+08 0.24906E+08 15 57257. 0.16657E-01 -0.29876E+08 0.29933E+08 0.29904E+08 24 0.66592E+07 0.0000 -0.25688E+06 0.69161E+07 0.67913E+07 22 0.64119E+07 0.0000 -0.19600E+06 0.66079E+07 0.65121E+07 25 0.42725E+07 0.0000 -0.29415E+06 0.45666E+07 0.44269E+07 27 0.41992E+07 0.0000 -0.40736E+06 0.46066E+07 0.44170E+07 36 0.40055E+08 -0.39849E-01 -42706. 0.40098E+08 0.40077E+08 34 0.35060E+08 -0.36393E-01 -35845. 0.35096E+08 0.35078E+08 37 0.33480E+08 -0.31653E-01 -37537. 0.33517E+08 0.33499E+08 39 0.38211E+08 -0.34551E-01 -44766. 0.38256E+08 0.38234E+08 48 0.53202E+08 -0.93884E-01 -32153. 0.53234E+08 0.53218E+08 46 0.46329E+08 -0.84404E-01 -27126. 0.46356E+08 0.46343E+08 Max= 0.53202E+08 0.49852E-01 -27126. 0.53234E+08 0.53218E+08 Min= 34772. -0.93884E-01 -0.43015E+08 0.45666E+07 0.44170E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 37 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.18215E+06 0.26273E-03 -0.68996E+07 0.70817E+07 0.69924E+07 3 0.19265E+06 0.41593E-03 -0.88792E+07 0.90718E+07 0.89771E+07 12 0.35042E+06 0.62900E-04 -0.48815E+07 0.52319E+07 0.50658E+07 10 0.35771E+06 0.31003E-04 -0.35133E+07 0.38710E+07 0.37051E+07 13 0.33982E+06 0.36423E-04 -0.36983E+07 0.40381E+07 0.38794E+07 15 0.33521E+06 0.72478E-04 -0.51030E+07 0.54382E+07 0.52786E+07 24 0.55715E+07 0.0000 -0.30702E+06 0.58785E+07 0.57312E+07 22 0.54703E+07 0.0000 -0.22974E+06 0.57000E+07 0.55887E+07 25 0.51955E+07 0.0000 -0.24189E+06 0.54374E+07 0.53206E+07 27 0.52552E+07 0.0000 -0.32550E+06 0.55807E+07 0.54253E+07 36 0.15075E+08 -0.19619E-02 -0.11347E+06 0.15189E+08 0.15132E+08 34 0.13645E+08 -0.19997E-02 -92105. 0.13737E+08 0.13691E+08 37 0.13443E+08 -0.19074E-02 -93486. 0.13537E+08 0.13490E+08 39 0.14840E+08 -0.18658E-02 -0.11526E+06 0.14956E+08 0.14898E+08 48 0.18971E+08 -0.40486E-02 -90169. 0.19061E+08 0.19016E+08 46 0.16986E+08 -0.39747E-02 -73989. 0.17060E+08 0.17023E+08 Max= 0.18971E+08 0.41593E-03 -73989. 0.19061E+08 0.19016E+08 Min= 0.18215E+06 -0.40486E-02 -0.88792E+07 0.38710E+07 0.37051E+07


ANNEXES

61

ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.18215E+06 0.26273E-03 -0.68996E+07 0.70817E+07 0.69924E+07 3 0.19265E+06 0.41593E-03 -0.88792E+07 0.90718E+07 0.89771E+07 12 0.35042E+06 0.62900E-04 -0.48815E+07 0.52319E+07 0.50658E+07 10 0.35771E+06 0.31003E-04 -0.35133E+07 0.38710E+07 0.37051E+07 13 0.33982E+06 0.36423E-04 -0.36983E+07 0.40381E+07 0.38794E+07 15 0.33521E+06 0.72478E-04 -0.51030E+07 0.54382E+07 0.52786E+07 24 0.55715E+07 0.0000 -0.30702E+06 0.58785E+07 0.57312E+07 22 0.54703E+07 0.0000 -0.22974E+06 0.57000E+07 0.55887E+07 25 0.51955E+07 0.0000 -0.24189E+06 0.54374E+07 0.53206E+07 27 0.52552E+07 0.0000 -0.32550E+06 0.55807E+07 0.54253E+07 36 0.15075E+08 -0.19619E-02 -0.11347E+06 0.15189E+08 0.15132E+08 34 0.13645E+08 -0.19997E-02 -92105. 0.13737E+08 0.13691E+08 37 0.13443E+08 -0.19074E-02 -93486. 0.13537E+08 0.13490E+08 39 0.14840E+08 -0.18658E-02 -0.11526E+06 0.14956E+08 0.14898E+08 48 0.18971E+08 -0.40486E-02 -90169. 0.19061E+08 0.19016E+08 46 0.16986E+08 -0.39747E-02 -73989. 0.17060E+08 0.17023E+08 Max= 0.18971E+08 0.41593E-03 -73989. 0.19061E+08 0.19016E+08 Min= 0.18215E+06 -0.40486E-02 -0.88792E+07 0.38710E+07 0.37051E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 38 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.22729E+08 -0.97488E-02 -55294. 0.22784E+08 0.22756E+08 3 0.25669E+08 -0.10297E-01 -66639. 0.25736E+08 0.25703E+08 12 0.19000E+08 -0.40683E-02 -90028. 0.19091E+08 0.19046E+08 10 0.17011E+08 -0.39932E-02 -73879. 0.17085E+08 0.17048E+08 13 0.18183E+08 -0.49089E-02 -69118. 0.18252E+08 0.18217E+08 15 0.20367E+08 -0.50487E-02 -83989. 0.20451E+08 0.20409E+08 24 0.45062E+07 0.0000 -0.37960E+06 0.48858E+07 0.47075E+07 22 0.45420E+07 0.0000 -0.27670E+06 0.48187E+07 0.46864E+07 25 0.61338E+07 0.0000 -0.20489E+06 0.63387E+07 0.62388E+07 27 0.63374E+07 0.0000 -0.26992E+06 0.66074E+07 0.64766E+07 36 0.16680E+06 0.64934E-03 -0.10256E+08 0.10422E+08 0.10340E+08 34 0.15564E+06 0.42829E-03 -0.80749E+07 0.82306E+07 0.81539E+07 37 0.18149E+06 0.26569E-03 -0.69244E+07 0.71059E+07 0.70169E+07 39 0.19202E+06 0.42018E-03 -0.89083E+07 0.91004E+07 0.90059E+07 48 0.11023E+06 0.23028E-02 -0.15519E+08 0.15629E+08 0.15574E+08 46 99909. 0.16656E-02 -0.12579E+08 0.12679E+08 0.12629E+08 Max= 0.25669E+08 0.23028E-02 -55294. 0.25736E+08 0.25703E+08 Min= 99909. -0.10297E-01 -0.15519E+08 0.48187E+07 0.46864E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.22729E+08 -0.97488E-02 -55294. 0.22784E+08 0.22756E+08 3 0.25669E+08 -0.10297E-01 -66639. 0.25736E+08 0.25703E+08 12 0.19000E+08 -0.40683E-02 -90028. 0.19091E+08 0.19046E+08 10 0.17011E+08 -0.39932E-02 -73879. 0.17085E+08 0.17048E+08 13 0.18183E+08 -0.49089E-02 -69118. 0.18252E+08 0.18217E+08 15 0.20367E+08 -0.50487E-02 -83989. 0.20451E+08 0.20409E+08 24 0.45062E+07 0.0000 -0.37960E+06 0.48858E+07 0.47075E+07 22 0.45420E+07 0.0000 -0.27670E+06 0.48187E+07 0.46864E+07 25 0.61338E+07 0.0000 -0.20489E+06 0.63387E+07 0.62388E+07 27 0.63374E+07 0.0000 -0.26992E+06 0.66074E+07 0.64766E+07 36 0.16680E+06 0.64934E-03 -0.10256E+08 0.10422E+08 0.10340E+08 34 0.15564E+06 0.42829E-03 -0.80749E+07 0.82306E+07 0.81539E+07 37 0.18149E+06 0.26569E-03 -0.69244E+07 0.71059E+07 0.70169E+07 39 0.19202E+06 0.42018E-03 -0.89083E+07 0.91004E+07 0.90059E+07 48 0.11023E+06 0.23028E-02 -0.15519E+08 0.15629E+08 0.15574E+08 46 99909. 0.16656E-02 -0.12579E+08 0.12679E+08 0.12629E+08 Max= 0.25669E+08 0.23028E-02 -55294. 0.25736E+08 0.25703E+08


ANNEXES

62

Min= 99909. -0.10297E-01 -0.15519E+08 0.48187E+07 0.46864E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 39 SECTION ID = 5 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.20792E+06 0.54343E-02 -0.32710E+08 0.32918E+08 0.32814E+08 3 0.24535E+06 0.58581E-02 -0.36906E+08 0.37151E+08 0.37029E+08 12 0.32727E+06 0.24355E-02 -0.27667E+08 0.27995E+08 0.27833E+08 10 0.27535E+06 0.23110E-02 -0.24700E+08 0.24975E+08 0.24839E+08 13 0.27185E+06 0.24030E-02 -0.25017E+08 0.25289E+08 0.25154E+08 15 0.32299E+06 0.25355E-02 -0.28034E+08 0.28357E+08 0.28197E+08 24 0.13751E+07 0.0000 -0.65849E+07 0.79600E+07 0.73693E+07 22 0.10760E+07 0.0000 -0.63207E+07 0.73967E+07 0.69217E+07 25 0.10133E+07 0.0000 -0.67120E+07 0.77253E+07 0.72718E+07 27 0.12893E+07 0.0000 -0.70230E+07 0.83123E+07 0.77485E+07 36 0.17291E+08 -0.39670E-03 -0.52367E+06 0.17814E+08 0.17558E+08 34 0.14278E+08 -0.28101E-03 -0.47632E+06 0.14755E+08 0.14522E+08 37 0.13968E+08 -0.25560E-03 -0.48691E+06 0.14455E+08 0.14217E+08 39 0.16931E+08 -0.36379E-03 -0.53478E+06 0.17466E+08 0.17205E+08 48 0.26064E+08 -0.17731E-02 -0.34740E+06 0.26412E+08 0.26240E+08 46 0.21869E+08 -0.13773E-02 -0.31099E+06 0.22180E+08 0.22026E+08 Max= 0.26064E+08 0.58581E-02 -0.31099E+06 0.37151E+08 0.37029E+08 Min= 0.20792E+06 -0.17731E-02 -0.36906E+08 0.73967E+07 0.69217E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.20792E+06 0.54343E-02 -0.32710E+08 0.32918E+08 0.32814E+08 3 0.24535E+06 0.58581E-02 -0.36906E+08 0.37151E+08 0.37029E+08 12 0.32727E+06 0.24355E-02 -0.27667E+08 0.27995E+08 0.27833E+08 10 0.27535E+06 0.23110E-02 -0.24700E+08 0.24975E+08 0.24839E+08 13 0.27185E+06 0.24030E-02 -0.25017E+08 0.25289E+08 0.25154E+08 15 0.32299E+06 0.25355E-02 -0.28034E+08 0.28357E+08 0.28197E+08 24 0.13751E+07 0.0000 -0.65849E+07 0.79600E+07 0.73693E+07 22 0.10760E+07 0.0000 -0.63207E+07 0.73967E+07 0.69217E+07 25 0.10133E+07 0.0000 -0.67120E+07 0.77253E+07 0.72718E+07 27 0.12893E+07 0.0000 -0.70230E+07 0.83123E+07 0.77485E+07 36 0.17291E+08 -0.39670E-03 -0.52367E+06 0.17814E+08 0.17558E+08 34 0.14278E+08 -0.28101E-03 -0.47632E+06 0.14755E+08 0.14522E+08 37 0.13968E+08 -0.25560E-03 -0.48691E+06 0.14455E+08 0.14217E+08 39 0.16931E+08 -0.36379E-03 -0.53478E+06 0.17466E+08 0.17205E+08 48 0.26064E+08 -0.17731E-02 -0.34740E+06 0.26412E+08 0.26240E+08 46 0.21869E+08 -0.13773E-02 -0.31099E+06 0.22180E+08 0.22026E+08 Max= 0.26064E+08 0.58581E-02 -0.31099E+06 0.37151E+08 0.37029E+08 Min= 0.20792E+06 -0.17731E-02 -0.36906E+08 0.73967E+07 0.69217E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 40 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 1915.4 0.56185 -0.31656E+08 0.31658E+08 0.31657E+08 3 2383.2 0.60488 -0.36639E+08 0.36641E+08 0.36640E+08 12 3143.5 0.26365 -0.27782E+08 0.27786E+08 0.27784E+08 10 2498.2 0.25330 -0.24276E+08 0.24279E+08 0.24277E+08 13 2480.8 0.25868 -0.24447E+08 0.24449E+08 0.24448E+08 15 3120.5 0.26952 -0.27987E+08 0.27990E+08 0.27989E+08 24 13205. 0.0000 -0.66140E+07 0.66272E+07 0.66206E+07 22 9142.7 0.0000 -0.66341E+07 0.66432E+07 0.66386E+07 25 8822.5 0.0000 -0.68748E+07 0.68837E+07 0.68793E+07 27 12653. 0.0000 -0.69028E+07 0.69154E+07 0.69091E+07 36 0.14499E+08 -0.37301E-01 -6023.9 0.14505E+08 0.14502E+08 34 0.10959E+08 -0.23167E-01 -5534.7 0.10964E+08 0.10961E+08 37 0.10788E+08 -0.22100E-01 -5622.1 0.10794E+08 0.10791E+08


ANNEXES

63

39 0.14294E+08 -0.35739E-01 -6110.1 0.14301E+08 0.14298E+08 48 0.23149E+08 -0.15227 -3772.8 0.23153E+08 0.23151E+08 46 0.18167E+08 -0.10595 -3338.5 0.18170E+08 0.18169E+08 Max= 0.23149E+08 0.60488 -3338.5 0.36641E+08 0.36640E+08 Min= 1915.4 -0.15227 -0.36639E+08 0.66272E+07 0.66206E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 1915.4 0.56185 -0.31656E+08 0.31658E+08 0.31657E+08 3 2383.2 0.60488 -0.36639E+08 0.36641E+08 0.36640E+08 12 3143.5 0.26365 -0.27782E+08 0.27786E+08 0.27784E+08 10 2498.2 0.25330 -0.24276E+08 0.24279E+08 0.24277E+08 13 2480.8 0.25868 -0.24447E+08 0.24449E+08 0.24448E+08 15 3120.5 0.26952 -0.27987E+08 0.27990E+08 0.27989E+08 24 13205. 0.0000 -0.66140E+07 0.66272E+07 0.66206E+07 22 9142.7 0.0000 -0.66341E+07 0.66432E+07 0.66386E+07 25 8822.5 0.0000 -0.68748E+07 0.68837E+07 0.68793E+07 27 12653. 0.0000 -0.69028E+07 0.69154E+07 0.69091E+07 36 0.14499E+08 -0.37301E-01 -6023.9 0.14505E+08 0.14502E+08 34 0.10959E+08 -0.23167E-01 -5534.7 0.10964E+08 0.10961E+08 37 0.10788E+08 -0.22100E-01 -5622.1 0.10794E+08 0.10791E+08 39 0.14294E+08 -0.35739E-01 -6110.1 0.14301E+08 0.14298E+08 48 0.23149E+08 -0.15227 -3772.8 0.23153E+08 0.23151E+08 46 0.18167E+08 -0.10595 -3338.5 0.18170E+08 0.18169E+08 Max= 0.23149E+08 0.60488 -3338.5 0.36641E+08 0.36640E+08 Min= 1915.4 -0.15227 -0.36639E+08 0.66272E+07 0.66206E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 41 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 4186.4 0.54180E-01 -0.14538E+08 0.14542E+08 0.14540E+08 3 5444.7 0.51064E-01 -0.16096E+08 0.16102E+08 0.16099E+08 12 6538.1 0.29479E-01 -0.13405E+08 0.13411E+08 0.13408E+08 10 4950.4 0.32759E-01 -0.12294E+08 0.12299E+08 0.12297E+08 13 4980.3 0.32172E-01 -0.12220E+08 0.12225E+08 0.12223E+08 15 6581.6 0.28898E-01 -0.13316E+08 0.13323E+08 0.13319E+08 24 12848. 0.0000 -0.68211E+07 0.68339E+07 0.68275E+07 22 8941.3 0.0000 -0.68067E+07 0.68157E+07 0.68112E+07 25 9080.4 0.0000 -0.67024E+07 0.67115E+07 0.67070E+07 27 13088. 0.0000 -0.66960E+07 0.67091E+07 0.67026E+07 36 0.21880E+06 0.21949E-05 -0.40055E+06 0.61935E+06 0.54402E+06 34 46045. 0.37441E-04 -0.13218E+07 0.13678E+07 0.13454E+07 37 48667. 0.31439E-04 -0.12506E+07 0.12992E+07 0.12756E+07 39 0.25311E+06 0.24581E-05 -0.34625E+06 0.59936E+06 0.52115E+06 48 0.26330E+07 -0.19066E-03 -33285. 0.26663E+07 0.26498E+07 46 0.10976E+07 -0.96368E-05 -55449. 0.11531E+07 0.11264E+07 Max= 0.26330E+07 0.54180E-01 -33285. 0.16102E+08 0.16099E+08 Min= 4186.4 -0.19066E-03 -0.16096E+08 0.59936E+06 0.52115E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 4186.4 0.54180E-01 -0.14538E+08 0.14542E+08 0.14540E+08 3 5444.7 0.51064E-01 -0.16096E+08 0.16102E+08 0.16099E+08 12 6538.1 0.29479E-01 -0.13405E+08 0.13411E+08 0.13408E+08 10 4950.4 0.32759E-01 -0.12294E+08 0.12299E+08 0.12297E+08 13 4980.3 0.32172E-01 -0.12220E+08 0.12225E+08 0.12223E+08 15 6581.6 0.28898E-01 -0.13316E+08 0.13323E+08 0.13319E+08 24 12848. 0.0000 -0.68211E+07 0.68339E+07 0.68275E+07 22 8941.3 0.0000 -0.68067E+07 0.68157E+07 0.68112E+07 25 9080.4 0.0000 -0.67024E+07 0.67115E+07 0.67070E+07 27 13088. 0.0000 -0.66960E+07 0.67091E+07 0.67026E+07 36 0.21880E+06 0.21949E-05 -0.40055E+06 0.61935E+06 0.54402E+06


ANNEXES

64

34 46045. 0.37441E-04 -0.13218E+07 0.13678E+07 0.13454E+07 37 48667. 0.31439E-04 -0.12506E+07 0.12992E+07 0.12756E+07 39 0.25311E+06 0.24581E-05 -0.34625E+06 0.59936E+06 0.52115E+06 48 0.26330E+07 -0.19066E-03 -33285. 0.26663E+07 0.26498E+07 46 0.10976E+07 -0.96368E-05 -55449. 0.11531E+07 0.11264E+07 Max= 0.26330E+07 0.54180E-01 -33285. 0.16102E+08 0.16099E+08 Min= 4186.4 -0.19066E-03 -0.16096E+08 0.59936E+06 0.52115E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 42 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.62001E+07 -0.41282E-02 -9816.2 0.62099E+07 0.62050E+07 3 0.87875E+07 -0.82057E-02 -9973.4 0.87974E+07 0.87924E+07 12 0.40502E+07 -0.76337E-03 -21638. 0.40719E+07 0.40611E+07 10 0.22598E+07 -0.17528E-03 -26932. 0.22867E+07 0.22734E+07 13 0.25935E+07 -0.27528E-03 -23467. 0.26170E+07 0.26053E+07 15 0.44529E+07 -0.10261E-02 -19682. 0.44725E+07 0.44627E+07 24 12442. 0.0000 -0.70441E+07 0.70565E+07 0.70503E+07 22 8703.5 0.0000 -0.69927E+07 0.70014E+07 0.69970E+07 25 9339.5 0.0000 -0.65165E+07 0.65259E+07 0.65212E+07 27 13539. 0.0000 -0.64730E+07 0.64866E+07 0.64798E+07 36 4888.1 0.70582E-01 -0.17929E+08 0.17934E+08 0.17932E+08 34 3788.4 0.73127E-01 -0.16065E+08 0.16069E+08 0.16067E+08 37 3869.6 0.68616E-01 -0.15728E+08 0.15732E+08 0.15730E+08 39 5000.9 0.65911E-01 -0.17525E+08 0.17530E+08 0.17527E+08 48 3934.8 0.13535 -0.22273E+08 0.22277E+08 0.22275E+08 46 3091.7 0.13456 -0.19685E+08 0.19688E+08 0.19686E+08 Max= 0.87875E+07 0.13535 -9816.2 0.22277E+08 0.22275E+08 Min= 3091.7 -0.82057E-02 -0.22273E+08 0.22867E+07 0.22734E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.62001E+07 -0.41282E-02 -9816.2 0.62099E+07 0.62050E+07 3 0.87875E+07 -0.82057E-02 -9973.4 0.87974E+07 0.87924E+07 12 0.40502E+07 -0.76337E-03 -21638. 0.40719E+07 0.40611E+07 10 0.22598E+07 -0.17528E-03 -26932. 0.22867E+07 0.22734E+07 13 0.25935E+07 -0.27528E-03 -23467. 0.26170E+07 0.26053E+07 15 0.44529E+07 -0.10261E-02 -19682. 0.44725E+07 0.44627E+07 24 12442. 0.0000 -0.70441E+07 0.70565E+07 0.70503E+07 22 8703.5 0.0000 -0.69927E+07 0.70014E+07 0.69970E+07 25 9339.5 0.0000 -0.65165E+07 0.65259E+07 0.65212E+07 27 13539. 0.0000 -0.64730E+07 0.64866E+07 0.64798E+07 36 4888.1 0.70582E-01 -0.17929E+08 0.17934E+08 0.17932E+08 34 3788.4 0.73127E-01 -0.16065E+08 0.16069E+08 0.16067E+08 37 3869.6 0.68616E-01 -0.15728E+08 0.15732E+08 0.15730E+08 39 5000.9 0.65911E-01 -0.17525E+08 0.17530E+08 0.17527E+08 48 3934.8 0.13535 -0.22273E+08 0.22277E+08 0.22275E+08 46 3091.7 0.13456 -0.19685E+08 0.19688E+08 0.19686E+08 Max= 0.87875E+07 0.13535 -9816.2 0.22277E+08 0.22275E+08 Min= 3091.7 -0.82057E-02 -0.22273E+08 0.22867E+07 0.22734E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 43 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.26916E+08 -0.34385 -2260.8 0.26918E+08 0.26917E+08 3 0.33648E+08 -0.46657 -2604.1 0.33651E+08 0.33650E+08 12 0.21459E+08 -0.12084 -4083.9 0.21463E+08 0.21461E+08 10 0.16759E+08 -0.82854E-01 -3631.5 0.16762E+08 0.16760E+08 13 0.17359E+08 -0.92098E-01 -3505.9 0.17362E+08 0.17361E+08


ANNEXES

65

15 0.22180E+08 -0.13345 -3951.3 0.22184E+08 0.22182E+08 24 12060. 0.0000 -0.72671E+07 0.72792E+07 0.72732E+07 22 8478.1 0.0000 -0.71786E+07 0.71871E+07 0.71829E+07 25 9613.8 0.0000 -0.63306E+07 0.63402E+07 0.63354E+07 27 14022. 0.0000 -0.62501E+07 0.62641E+07 0.62571E+07 36 2456.5 0.55620 -0.35669E+08 0.35672E+08 0.35671E+08 34 1972.4 0.51814 -0.30849E+08 0.30851E+08 0.30850E+08 37 2011.6 0.48845 -0.30248E+08 0.30250E+08 0.30249E+08 39 2507.2 0.52317 -0.34949E+08 0.34951E+08 0.34950E+08 48 1857.9 1.2845 -0.47139E+08 0.47141E+08 0.47140E+08 46 1505.1 1.1650 -0.40407E+08 0.40408E+08 0.40407E+08 Max= 0.33648E+08 1.2845 -2260.8 0.47141E+08 0.47140E+08 Min= 1505.1 -0.46657 -0.47139E+08 0.62641E+07 0.62571E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.26916E+08 -0.34385 -2260.8 0.26918E+08 0.26917E+08 3 0.33648E+08 -0.46657 -2604.1 0.33651E+08 0.33650E+08 12 0.21459E+08 -0.12084 -4083.9 0.21463E+08 0.21461E+08 10 0.16759E+08 -0.82854E-01 -3631.5 0.16762E+08 0.16760E+08 13 0.17359E+08 -0.92098E-01 -3505.9 0.17362E+08 0.17361E+08 15 0.22180E+08 -0.13345 -3951.3 0.22184E+08 0.22182E+08 24 12060. 0.0000 -0.72671E+07 0.72792E+07 0.72732E+07 22 8478.1 0.0000 -0.71786E+07 0.71871E+07 0.71829E+07 25 9613.8 0.0000 -0.63306E+07 0.63402E+07 0.63354E+07 27 14022. 0.0000 -0.62501E+07 0.62641E+07 0.62571E+07 36 2456.5 0.55620 -0.35669E+08 0.35672E+08 0.35671E+08 34 1972.4 0.51814 -0.30849E+08 0.30851E+08 0.30850E+08 37 2011.6 0.48845 -0.30248E+08 0.30250E+08 0.30249E+08 39 2507.2 0.52317 -0.34949E+08 0.34951E+08 0.34950E+08 48 1857.9 1.2845 -0.47139E+08 0.47141E+08 0.47140E+08 46 1505.1 1.1650 -0.40407E+08 0.40408E+08 0.40407E+08 Max= 0.33648E+08 1.2845 -2260.8 0.47141E+08 0.47140E+08 Min= 1505.1 -0.46657 -0.47139E+08 0.62641E+07 0.62571E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 44 SECTION ID = 5 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.21869E+08 -0.13773E-02 -0.31099E+06 0.22180E+08 0.22026E+08 3 0.26064E+08 -0.17732E-02 -0.34740E+06 0.26412E+08 0.26240E+08 12 0.17291E+08 -0.39670E-03 -0.52367E+06 0.17814E+08 0.17558E+08 10 0.14278E+08 -0.28101E-03 -0.47632E+06 0.14755E+08 0.14522E+08 13 0.13968E+08 -0.25560E-03 -0.48691E+06 0.14455E+08 0.14217E+08 15 0.16931E+08 -0.36380E-03 -0.53478E+06 0.17466E+08 0.17205E+08 24 0.13751E+07 0.0000 -0.65849E+07 0.79600E+07 0.73693E+07 22 0.10760E+07 0.0000 -0.63207E+07 0.73967E+07 0.69217E+07 25 0.10133E+07 0.0000 -0.67120E+07 0.77253E+07 0.72718E+07 27 0.12893E+07 0.0000 -0.70230E+07 0.83123E+07 0.77485E+07 36 0.32727E+06 0.24355E-02 -0.27667E+08 0.27995E+08 0.27833E+08 34 0.27535E+06 0.23111E-02 -0.24700E+08 0.24975E+08 0.24839E+08 37 0.27185E+06 0.24031E-02 -0.25017E+08 0.25289E+08 0.25154E+08 39 0.32299E+06 0.25355E-02 -0.28034E+08 0.28357E+08 0.28197E+08 48 0.24535E+06 0.58582E-02 -0.36906E+08 0.37151E+08 0.37029E+08 46 0.20792E+06 0.54342E-02 -0.32710E+08 0.32918E+08 0.32814E+08 Max= 0.26064E+08 0.58582E-02 -0.31099E+06 0.37151E+08 0.37029E+08 Min= 0.20792E+06 -0.17732E-02 -0.36906E+08 0.73967E+07 0.69217E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.21869E+08 -0.13773E-02 -0.31099E+06 0.22180E+08 0.22026E+08 3 0.26064E+08 -0.17732E-02 -0.34740E+06 0.26412E+08 0.26240E+08 12 0.17291E+08 -0.39670E-03 -0.52367E+06 0.17814E+08 0.17558E+08


ANNEXES

66

10 0.14278E+08 -0.28101E-03 -0.47632E+06 0.14755E+08 0.14522E+08 13 0.13968E+08 -0.25560E-03 -0.48691E+06 0.14455E+08 0.14217E+08 15 0.16931E+08 -0.36380E-03 -0.53478E+06 0.17466E+08 0.17205E+08 24 0.13751E+07 0.0000 -0.65849E+07 0.79600E+07 0.73693E+07 22 0.10760E+07 0.0000 -0.63207E+07 0.73967E+07 0.69217E+07 25 0.10133E+07 0.0000 -0.67120E+07 0.77253E+07 0.72718E+07 27 0.12893E+07 0.0000 -0.70230E+07 0.83123E+07 0.77485E+07 36 0.32727E+06 0.24355E-02 -0.27667E+08 0.27995E+08 0.27833E+08 34 0.27535E+06 0.23111E-02 -0.24700E+08 0.24975E+08 0.24839E+08 37 0.27185E+06 0.24031E-02 -0.25017E+08 0.25289E+08 0.25154E+08 39 0.32299E+06 0.25355E-02 -0.28034E+08 0.28357E+08 0.28197E+08 48 0.24535E+06 0.58582E-02 -0.36906E+08 0.37151E+08 0.37029E+08 46 0.20792E+06 0.54342E-02 -0.32710E+08 0.32918E+08 0.32814E+08 Max= 0.26064E+08 0.58582E-02 -0.31099E+06 0.37151E+08 0.37029E+08 Min= 0.20792E+06 -0.17732E-02 -0.36906E+08 0.73967E+07 0.69217E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 45 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.18167E+08 -0.10595 -3338.5 0.18170E+08 0.18169E+08 3 0.23149E+08 -0.15227 -3772.8 0.23153E+08 0.23151E+08 12 0.14499E+08 -0.37300E-01 -6023.9 0.14505E+08 0.14502E+08 10 0.10959E+08 -0.23167E-01 -5534.7 0.10964E+08 0.10961E+08 13 0.10788E+08 -0.22100E-01 -5622.1 0.10794E+08 0.10791E+08 15 0.14294E+08 -0.35739E-01 -6110.1 0.14301E+08 0.14298E+08 24 13205. 0.0000 -0.66140E+07 0.66272E+07 0.66206E+07 22 9142.7 0.0000 -0.66341E+07 0.66432E+07 0.66386E+07 25 8822.5 0.0000 -0.68748E+07 0.68837E+07 0.68793E+07 27 12653. 0.0000 -0.69028E+07 0.69154E+07 0.69091E+07 36 3143.5 0.26365 -0.27782E+08 0.27786E+08 0.27784E+08 34 2498.2 0.25331 -0.24276E+08 0.24279E+08 0.24277E+08 37 2480.8 0.25868 -0.24447E+08 0.24449E+08 0.24448E+08 39 3120.5 0.26952 -0.27987E+08 0.27990E+08 0.27989E+08 48 2383.2 0.60489 -0.36639E+08 0.36641E+08 0.36640E+08 46 1915.4 0.56186 -0.31656E+08 0.31658E+08 0.31657E+08 Max= 0.23149E+08 0.60489 -3338.5 0.36641E+08 0.36640E+08 Min= 1915.4 -0.15227 -0.36639E+08 0.66272E+07 0.66206E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.18167E+08 -0.10595 -3338.5 0.18170E+08 0.18169E+08 3 0.23149E+08 -0.15227 -3772.8 0.23153E+08 0.23151E+08 12 0.14499E+08 -0.37300E-01 -6023.9 0.14505E+08 0.14502E+08 10 0.10959E+08 -0.23167E-01 -5534.7 0.10964E+08 0.10961E+08 13 0.10788E+08 -0.22100E-01 -5622.1 0.10794E+08 0.10791E+08 15 0.14294E+08 -0.35739E-01 -6110.1 0.14301E+08 0.14298E+08 24 13205. 0.0000 -0.66140E+07 0.66272E+07 0.66206E+07 22 9142.7 0.0000 -0.66341E+07 0.66432E+07 0.66386E+07 25 8822.5 0.0000 -0.68748E+07 0.68837E+07 0.68793E+07 27 12653. 0.0000 -0.69028E+07 0.69154E+07 0.69091E+07 36 3143.5 0.26365 -0.27782E+08 0.27786E+08 0.27784E+08 34 2498.2 0.25331 -0.24276E+08 0.24279E+08 0.24277E+08 37 2480.8 0.25868 -0.24447E+08 0.24449E+08 0.24448E+08 39 3120.5 0.26952 -0.27987E+08 0.27990E+08 0.27989E+08 48 2383.2 0.60489 -0.36639E+08 0.36641E+08 0.36640E+08 46 1915.4 0.56186 -0.31656E+08 0.31658E+08 0.31657E+08 Max= 0.23149E+08 0.60489 -3338.5 0.36641E+08 0.36640E+08 Min= 1915.4 -0.15227 -0.36639E+08 0.66272E+07 0.66206E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 46 SECTION ID = 6


ANNEXES

67

ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.10976E+07 -0.96361E-05 -55449. 0.11531E+07 0.11264E+07 3 0.26330E+07 -0.19065E-03 -33285. 0.26663E+07 0.26498E+07 12 0.21880E+06 0.21950E-05 -0.40055E+06 0.61935E+06 0.54402E+06 10 46045. 0.37440E-04 -0.13218E+07 0.13678E+07 0.13454E+07 13 48667. 0.31439E-04 -0.12506E+07 0.12992E+07 0.12756E+07 15 0.25311E+06 0.24580E-05 -0.34625E+06 0.59936E+06 0.52115E+06 24 12848. 0.0000 -0.68211E+07 0.68339E+07 0.68275E+07 22 8941.3 0.0000 -0.68067E+07 0.68157E+07 0.68112E+07 25 9080.4 0.0000 -0.67024E+07 0.67115E+07 0.67070E+07 27 13088. 0.0000 -0.66960E+07 0.67091E+07 0.67026E+07 36 6538.1 0.29480E-01 -0.13405E+08 0.13411E+08 0.13408E+08 34 4950.4 0.32759E-01 -0.12294E+08 0.12299E+08 0.12297E+08 37 4980.3 0.32171E-01 -0.12220E+08 0.12225E+08 0.12223E+08 39 6581.6 0.28898E-01 -0.13316E+08 0.13323E+08 0.13319E+08 48 5444.7 0.51064E-01 -0.16096E+08 0.16102E+08 0.16099E+08 46 4186.4 0.54180E-01 -0.14538E+08 0.14542E+08 0.14540E+08 Max= 0.26330E+07 0.54180E-01 -33285. 0.16102E+08 0.16099E+08 Min= 4186.4 -0.19065E-03 -0.16096E+08 0.59936E+06 0.52115E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.10976E+07 -0.96361E-05 -55449. 0.11531E+07 0.11264E+07 3 0.26330E+07 -0.19065E-03 -33285. 0.26663E+07 0.26498E+07 12 0.21880E+06 0.21950E-05 -0.40055E+06 0.61935E+06 0.54402E+06 10 46045. 0.37440E-04 -0.13218E+07 0.13678E+07 0.13454E+07 13 48667. 0.31439E-04 -0.12506E+07 0.12992E+07 0.12756E+07 15 0.25311E+06 0.24580E-05 -0.34625E+06 0.59936E+06 0.52115E+06 24 12848. 0.0000 -0.68211E+07 0.68339E+07 0.68275E+07 22 8941.3 0.0000 -0.68067E+07 0.68157E+07 0.68112E+07 25 9080.4 0.0000 -0.67024E+07 0.67115E+07 0.67070E+07 27 13088. 0.0000 -0.66960E+07 0.67091E+07 0.67026E+07 36 6538.1 0.29480E-01 -0.13405E+08 0.13411E+08 0.13408E+08 34 4950.4 0.32759E-01 -0.12294E+08 0.12299E+08 0.12297E+08 37 4980.3 0.32171E-01 -0.12220E+08 0.12225E+08 0.12223E+08 39 6581.6 0.28898E-01 -0.13316E+08 0.13323E+08 0.13319E+08 48 5444.7 0.51064E-01 -0.16096E+08 0.16102E+08 0.16099E+08 46 4186.4 0.54180E-01 -0.14538E+08 0.14542E+08 0.14540E+08 Max= 0.26330E+07 0.54180E-01 -33285. 0.16102E+08 0.16099E+08 Min= 4186.4 -0.19065E-03 -0.16096E+08 0.59936E+06 0.52115E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 47 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 3091.7 0.13456 -0.19685E+08 0.19688E+08 0.19686E+08 3 3934.8 0.13535 -0.22273E+08 0.22277E+08 0.22275E+08 12 4888.1 0.70584E-01 -0.17929E+08 0.17934E+08 0.17932E+08 10 3788.4 0.73125E-01 -0.16065E+08 0.16069E+08 0.16067E+08 13 3869.6 0.68617E-01 -0.15728E+08 0.15732E+08 0.15730E+08 15 5000.9 0.65912E-01 -0.17525E+08 0.17530E+08 0.17527E+08 24 12442. 0.0000 -0.70441E+07 0.70565E+07 0.70503E+07 22 8703.5 0.0000 -0.69927E+07 0.70014E+07 0.69970E+07 25 9339.5 0.0000 -0.65165E+07 0.65259E+07 0.65212E+07 27 13539. 0.0000 -0.64730E+07 0.64866E+07 0.64798E+07 36 0.40502E+07 -0.76336E-03 -21638. 0.40719E+07 0.40611E+07 34 0.22598E+07 -0.17529E-03 -26932. 0.22867E+07 0.22734E+07 37 0.25935E+07 -0.27527E-03 -23467. 0.26170E+07 0.26053E+07 39 0.44529E+07 -0.10261E-02 -19682. 0.44725E+07 0.44627E+07 48 0.87875E+07 -0.82056E-02 -9973.4 0.87974E+07 0.87924E+07 46 0.62001E+07 -0.41282E-02 -9816.2 0.62099E+07 0.62050E+07 Max= 0.87875E+07 0.13535 -9816.2 0.22277E+08 0.22275E+08


ANNEXES

68

Min= 3091.7 -0.82056E-02 -0.22273E+08 0.22867E+07 0.22734E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 3091.7 0.13456 -0.19685E+08 0.19688E+08 0.19686E+08 3 3934.8 0.13535 -0.22273E+08 0.22277E+08 0.22275E+08 12 4888.1 0.70584E-01 -0.17929E+08 0.17934E+08 0.17932E+08 10 3788.4 0.73125E-01 -0.16065E+08 0.16069E+08 0.16067E+08 13 3869.6 0.68617E-01 -0.15728E+08 0.15732E+08 0.15730E+08 15 5000.9 0.65912E-01 -0.17525E+08 0.17530E+08 0.17527E+08 24 12442. 0.0000 -0.70441E+07 0.70565E+07 0.70503E+07 22 8703.5 0.0000 -0.69927E+07 0.70014E+07 0.69970E+07 25 9339.5 0.0000 -0.65165E+07 0.65259E+07 0.65212E+07 27 13539. 0.0000 -0.64730E+07 0.64866E+07 0.64798E+07 36 0.40502E+07 -0.76336E-03 -21638. 0.40719E+07 0.40611E+07 34 0.22598E+07 -0.17529E-03 -26932. 0.22867E+07 0.22734E+07 37 0.25935E+07 -0.27527E-03 -23467. 0.26170E+07 0.26053E+07 39 0.44529E+07 -0.10261E-02 -19682. 0.44725E+07 0.44627E+07 48 0.87875E+07 -0.82056E-02 -9973.4 0.87974E+07 0.87924E+07 46 0.62001E+07 -0.41282E-02 -9816.2 0.62099E+07 0.62050E+07 Max= 0.87875E+07 0.13535 -9816.2 0.22277E+08 0.22275E+08 Min= 3091.7 -0.82056E-02 -0.22273E+08 0.22867E+07 0.22734E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 48 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 1505.1 1.1651 -0.40407E+08 0.40408E+08 0.40407E+08 3 1857.9 1.2845 -0.47139E+08 0.47141E+08 0.47140E+08 12 2456.5 0.55620 -0.35669E+08 0.35672E+08 0.35671E+08 10 1972.4 0.51813 -0.30849E+08 0.30851E+08 0.30850E+08 13 2011.6 0.48845 -0.30248E+08 0.30250E+08 0.30249E+08 15 2507.2 0.52317 -0.34949E+08 0.34951E+08 0.34950E+08 24 12060. 0.0000 -0.72671E+07 0.72792E+07 0.72732E+07 22 8478.1 0.0000 -0.71786E+07 0.71871E+07 0.71829E+07 25 9613.8 0.0000 -0.63306E+07 0.63402E+07 0.63354E+07 27 14022. 0.0000 -0.62501E+07 0.62641E+07 0.62571E+07 36 0.21459E+08 -0.12084 -4083.9 0.21463E+08 0.21461E+08 34 0.16759E+08 -0.82855E-01 -3631.5 0.16762E+08 0.16760E+08 37 0.17359E+08 -0.92097E-01 -3505.9 0.17362E+08 0.17361E+08 39 0.22180E+08 -0.13345 -3951.3 0.22184E+08 0.22182E+08 48 0.33648E+08 -0.46657 -2604.1 0.33651E+08 0.33650E+08 46 0.26916E+08 -0.34385 -2260.8 0.26918E+08 0.26917E+08 Max= 0.33648E+08 1.2845 -2260.8 0.47141E+08 0.47140E+08 Min= 1505.1 -0.46657 -0.47139E+08 0.62641E+07 0.62571E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 1505.1 1.1651 -0.40407E+08 0.40408E+08 0.40407E+08 3 1857.9 1.2845 -0.47139E+08 0.47141E+08 0.47140E+08 12 2456.5 0.55620 -0.35669E+08 0.35672E+08 0.35671E+08 10 1972.4 0.51813 -0.30849E+08 0.30851E+08 0.30850E+08 13 2011.6 0.48845 -0.30248E+08 0.30250E+08 0.30249E+08 15 2507.2 0.52317 -0.34949E+08 0.34951E+08 0.34950E+08 24 12060. 0.0000 -0.72671E+07 0.72792E+07 0.72732E+07 22 8478.1 0.0000 -0.71786E+07 0.71871E+07 0.71829E+07 25 9613.8 0.0000 -0.63306E+07 0.63402E+07 0.63354E+07 27 14022. 0.0000 -0.62501E+07 0.62641E+07 0.62571E+07 36 0.21459E+08 -0.12084 -4083.9 0.21463E+08 0.21461E+08 34 0.16759E+08 -0.82855E-01 -3631.5 0.16762E+08 0.16760E+08 37 0.17359E+08 -0.92097E-01 -3505.9 0.17362E+08 0.17361E+08 39 0.22180E+08 -0.13345 -3951.3 0.22184E+08 0.22182E+08 48 0.33648E+08 -0.46657 -2604.1 0.33651E+08 0.33650E+08 46 0.26916E+08 -0.34385 -2260.8 0.26918E+08 0.26917E+08


ANNEXES

69

Max= 0.33648E+08 1.2845 -2260.8 0.47141E+08 0.47140E+08 Min= 1505.1 -0.46657 -0.47139E+08 0.62641E+07 0.62571E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 49 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.36271E+06 0.36271E+06 0.36271E+06 3 0.0000 0.0000 -0.36271E+06 0.36271E+06 0.36271E+06 9 0.0000 0.0000 -0.33190E+07 0.33190E+07 0.33190E+07 11 0.25936E+07 0.0000 0.0000 0.25936E+07 0.25936E+07 17 0.0000 0.0000 -0.45436E+07 0.45436E+07 0.45436E+07 19 0.38181E+07 0.0000 0.0000 0.38181E+07 0.38181E+07 25 0.0000 0.0000 -0.33190E+07 0.33190E+07 0.33190E+07 27 0.25936E+07 0.0000 0.0000 0.25936E+07 0.25936E+07 33 0.0000 0.0000 -0.36271E+06 0.36271E+06 0.36271E+06 35 0.0000 0.0000 -0.36271E+06 0.36271E+06 0.36271E+06 41 0.0000 0.0000 -0.45436E+07 0.45436E+07 0.45436E+07 43 0.38181E+07 0.0000 0.0000 0.38181E+07 0.38181E+07 49 0.0000 0.0000 -0.62753E+07 0.62753E+07 0.62753E+07 51 0.55499E+07 0.0000 0.0000 0.55499E+07 0.55499E+07 57 0.0000 0.0000 -0.45436E+07 0.45436E+07 0.45436E+07 59 0.38181E+07 0.0000 0.0000 0.38181E+07 0.38181E+07 65 0.0000 0.0000 -0.36271E+06 0.36271E+06 0.36271E+06 Max= 0.55499E+07 0.0000 0.0000 0.62753E+07 0.62753E+07 Min= 0.0000 0.0000 -0.62753E+07 0.36271E+06 0.36271E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.36271E+06 0.36271E+06 0.36271E+06 3 0.0000 0.0000 -0.36271E+06 0.36271E+06 0.36271E+06 9 0.0000 0.0000 -0.33190E+07 0.33190E+07 0.33190E+07 11 0.25936E+07 0.0000 0.0000 0.25936E+07 0.25936E+07 17 0.0000 0.0000 -0.45436E+07 0.45436E+07 0.45436E+07 19 0.38181E+07 0.0000 0.0000 0.38181E+07 0.38181E+07 25 0.0000 0.0000 -0.33190E+07 0.33190E+07 0.33190E+07 27 0.25936E+07 0.0000 0.0000 0.25936E+07 0.25936E+07 33 0.0000 0.0000 -0.36271E+06 0.36271E+06 0.36271E+06 35 0.0000 0.0000 -0.36271E+06 0.36271E+06 0.36271E+06 41 0.0000 0.0000 -0.45436E+07 0.45436E+07 0.45436E+07 43 0.38181E+07 0.0000 0.0000 0.38181E+07 0.38181E+07 49 0.0000 0.0000 -0.62753E+07 0.62753E+07 0.62753E+07 51 0.55499E+07 0.0000 0.0000 0.55499E+07 0.55499E+07 57 0.0000 0.0000 -0.45436E+07 0.45436E+07 0.45436E+07 59 0.38181E+07 0.0000 0.0000 0.38181E+07 0.38181E+07 65 0.0000 0.0000 -0.36271E+06 0.36271E+06 0.36271E+06 Max= 0.55499E+07 0.0000 0.0000 0.62753E+07 0.62753E+07 Min= 0.0000 0.0000 -0.62753E+07 0.36271E+06 0.36271E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 51 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 7112.2 0.0000 0.0000 7112.2 7112.2 3 0.0000 0.0000 -0.23460E+07 0.23460E+07 0.23460E+07 9 0.0000 0.0000 -0.21554E+07 0.21554E+07 0.21554E+07 11 0.0000 0.0000 -0.11582E+07 0.11582E+07 0.11582E+07 17 0.0000 0.0000 -0.69799E+06 0.69799E+06 0.69799E+06 19 0.71221E+06 0.0000 0.0000 0.71221E+06 0.71221E+06 25 0.11724E+07 0.0000 0.0000 0.11724E+07 0.11724E+07 27 0.21696E+07 0.0000 0.0000 0.21696E+07 0.21696E+07 33 0.23602E+07 0.0000 0.0000 0.23602E+07 0.23602E+07


ANNEXES

70

35 0.0000 0.0000 -0.33207E+07 0.33207E+07 0.33207E+07 41 0.0000 0.0000 -0.30511E+07 0.30511E+07 0.30511E+07 43 0.0000 0.0000 -0.16409E+07 0.16409E+07 0.16409E+07 49 0.0000 0.0000 -0.99005E+06 0.99005E+06 0.99005E+06 51 0.10043E+07 0.0000 0.0000 0.10043E+07 0.10043E+07 57 0.16551E+07 0.0000 0.0000 0.16551E+07 0.16551E+07 59 0.30653E+07 0.0000 0.0000 0.30653E+07 0.30653E+07 65 0.33349E+07 0.0000 0.0000 0.33349E+07 0.33349E+07 Max= 0.33349E+07 0.0000 0.0000 0.33349E+07 0.33349E+07 Min= 0.0000 0.0000 -0.33207E+07 7112.2 7112.2 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 7112.2 0.0000 0.0000 7112.2 7112.2 3 0.0000 0.0000 -0.23460E+07 0.23460E+07 0.23460E+07 9 0.0000 0.0000 -0.21554E+07 0.21554E+07 0.21554E+07 11 0.0000 0.0000 -0.11582E+07 0.11582E+07 0.11582E+07 17 0.0000 0.0000 -0.69799E+06 0.69799E+06 0.69799E+06 19 0.71221E+06 0.0000 0.0000 0.71221E+06 0.71221E+06 25 0.11724E+07 0.0000 0.0000 0.11724E+07 0.11724E+07 27 0.21696E+07 0.0000 0.0000 0.21696E+07 0.21696E+07 33 0.23602E+07 0.0000 0.0000 0.23602E+07 0.23602E+07 35 0.0000 0.0000 -0.33207E+07 0.33207E+07 0.33207E+07 41 0.0000 0.0000 -0.30511E+07 0.30511E+07 0.30511E+07 43 0.0000 0.0000 -0.16409E+07 0.16409E+07 0.16409E+07 49 0.0000 0.0000 -0.99005E+06 0.99005E+06 0.99005E+06 51 0.10043E+07 0.0000 0.0000 0.10043E+07 0.10043E+07 57 0.16551E+07 0.0000 0.0000 0.16551E+07 0.16551E+07 59 0.30653E+07 0.0000 0.0000 0.30653E+07 0.30653E+07 65 0.33349E+07 0.0000 0.0000 0.33349E+07 0.33349E+07 Max= 0.33349E+07 0.0000 0.0000 0.33349E+07 0.33349E+07 Min= 0.0000 0.0000 -0.33207E+07 7112.2 7112.2 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 52 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 7112.2 0.0000 0.0000 7112.2 7112.2 3 0.0000 0.0000 -0.23460E+07 0.23460E+07 0.23460E+07 9 0.0000 0.0000 -0.21554E+07 0.21554E+07 0.21554E+07 11 0.0000 0.0000 -0.11582E+07 0.11582E+07 0.11582E+07 17 0.0000 0.0000 -0.69799E+06 0.69799E+06 0.69799E+06 19 0.71221E+06 0.0000 0.0000 0.71221E+06 0.71221E+06 25 0.11724E+07 0.0000 0.0000 0.11724E+07 0.11724E+07 27 0.21696E+07 0.0000 0.0000 0.21696E+07 0.21696E+07 33 0.23602E+07 0.0000 0.0000 0.23602E+07 0.23602E+07 35 0.0000 0.0000 -0.33207E+07 0.33207E+07 0.33207E+07 41 0.0000 0.0000 -0.30511E+07 0.30511E+07 0.30511E+07 43 0.0000 0.0000 -0.16409E+07 0.16409E+07 0.16409E+07 49 0.0000 0.0000 -0.99005E+06 0.99005E+06 0.99005E+06 51 0.10043E+07 0.0000 0.0000 0.10043E+07 0.10043E+07 57 0.16551E+07 0.0000 0.0000 0.16551E+07 0.16551E+07 59 0.30653E+07 0.0000 0.0000 0.30653E+07 0.30653E+07 65 0.33349E+07 0.0000 0.0000 0.33349E+07 0.33349E+07 Max= 0.33349E+07 0.0000 0.0000 0.33349E+07 0.33349E+07 Min= 0.0000 0.0000 -0.33207E+07 7112.2 7112.2 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 7112.2 0.0000 0.0000 7112.2 7112.2 3 0.0000 0.0000 -0.23460E+07 0.23460E+07 0.23460E+07 9 0.0000 0.0000 -0.21554E+07 0.21554E+07 0.21554E+07 11 0.0000 0.0000 -0.11582E+07 0.11582E+07 0.11582E+07


ANNEXES

71

17 0.0000 0.0000 -0.69799E+06 0.69799E+06 0.69799E+06 19 0.71221E+06 0.0000 0.0000 0.71221E+06 0.71221E+06 25 0.11724E+07 0.0000 0.0000 0.11724E+07 0.11724E+07 27 0.21696E+07 0.0000 0.0000 0.21696E+07 0.21696E+07 33 0.23602E+07 0.0000 0.0000 0.23602E+07 0.23602E+07 35 0.0000 0.0000 -0.33207E+07 0.33207E+07 0.33207E+07 41 0.0000 0.0000 -0.30511E+07 0.30511E+07 0.30511E+07 43 0.0000 0.0000 -0.16409E+07 0.16409E+07 0.16409E+07 49 0.0000 0.0000 -0.99005E+06 0.99005E+06 0.99005E+06 51 0.10043E+07 0.0000 0.0000 0.10043E+07 0.10043E+07 57 0.16551E+07 0.0000 0.0000 0.16551E+07 0.16551E+07 59 0.30653E+07 0.0000 0.0000 0.30653E+07 0.30653E+07 65 0.33349E+07 0.0000 0.0000 0.33349E+07 0.33349E+07 Max= 0.33349E+07 0.0000 0.0000 0.33349E+07 0.33349E+07 Min= 0.0000 0.0000 -0.33207E+07 7112.2 7112.2 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 53 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 -0.52154E-06 0.52154E-06 0.52154E-06 9 0.0000 0.0000 -0.36878E-06 0.36878E-06 0.36878E-06 11 0.0000 0.0000 -0.36878E-06 0.36878E-06 0.36878E-06 17 0.0000 0.0000 0.0000 0.0000 0.0000 19 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.36878E-06 0.0000 0.0000 0.36878E-06 0.36878E-06 27 0.36878E-06 0.0000 0.0000 0.36878E-06 0.36878E-06 33 0.52154E-06 0.0000 0.0000 0.52154E-06 0.52154E-06 35 0.0000 0.0000 -0.73756E-06 0.73756E-06 0.73756E-06 41 0.0000 0.0000 -0.52154E-06 0.52154E-06 0.52154E-06 43 0.0000 0.0000 -0.52154E-06 0.52154E-06 0.52154E-06 49 0.0000 0.0000 0.0000 0.0000 0.0000 51 0.0000 0.0000 0.0000 0.0000 0.0000 57 0.52154E-06 0.0000 0.0000 0.52154E-06 0.52154E-06 59 0.52154E-06 0.0000 0.0000 0.52154E-06 0.52154E-06 65 0.73756E-06 0.0000 0.0000 0.73756E-06 0.73756E-06 Max= 0.73756E-06 0.0000 0.0000 0.73756E-06 0.73756E-06 Min= 0.0000 0.0000 -0.73756E-06 0.0000 0.0000 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 -0.52154E-06 0.52154E-06 0.52154E-06 9 0.0000 0.0000 -0.36878E-06 0.36878E-06 0.36878E-06 11 0.0000 0.0000 -0.36878E-06 0.36878E-06 0.36878E-06 17 0.0000 0.0000 0.0000 0.0000 0.0000 19 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.36878E-06 0.0000 0.0000 0.36878E-06 0.36878E-06 27 0.36878E-06 0.0000 0.0000 0.36878E-06 0.36878E-06 33 0.52154E-06 0.0000 0.0000 0.52154E-06 0.52154E-06 35 0.0000 0.0000 -0.73756E-06 0.73756E-06 0.73756E-06 41 0.0000 0.0000 -0.52154E-06 0.52154E-06 0.52154E-06 43 0.0000 0.0000 -0.52154E-06 0.52154E-06 0.52154E-06 49 0.0000 0.0000 0.0000 0.0000 0.0000 51 0.0000 0.0000 0.0000 0.0000 0.0000 57 0.52154E-06 0.0000 0.0000 0.52154E-06 0.52154E-06 59 0.52154E-06 0.0000 0.0000 0.52154E-06 0.52154E-06 65 0.73756E-06 0.0000 0.0000 0.73756E-06 0.73756E-06 Max= 0.73756E-06 0.0000 0.0000 0.73756E-06 0.73756E-06 Min= 0.0000 0.0000 -0.73756E-06 0.0000 0.0000 STRESSES AT BEAM SECTION NODAL POINTS


ANNEXES

72

ELEMENT = 54 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.11108E+07 0.11108E+07 0.11108E+07 3 0.0000 0.0000 -0.11108E+07 0.11108E+07 0.11108E+07 9 0.0000 0.0000 -0.24319E+08 0.24319E+08 0.24319E+08 11 0.22097E+08 0.0000 0.0000 0.22097E+08 0.22097E+08 17 0.0000 0.0000 -0.33932E+08 0.33932E+08 0.33932E+08 19 0.31710E+08 0.0000 0.0000 0.31710E+08 0.31710E+08 25 0.0000 0.0000 -0.24319E+08 0.24319E+08 0.24319E+08 27 0.22097E+08 0.0000 0.0000 0.22097E+08 0.22097E+08 33 0.0000 0.0000 -0.11108E+07 0.11108E+07 0.11108E+07 35 0.0000 0.0000 -0.11108E+07 0.11108E+07 0.11108E+07 41 0.0000 0.0000 -0.33932E+08 0.33932E+08 0.33932E+08 43 0.31710E+08 0.0000 0.0000 0.31710E+08 0.31710E+08 49 0.0000 0.0000 -0.47527E+08 0.47527E+08 0.47527E+08 51 0.45305E+08 0.0000 0.0000 0.45305E+08 0.45305E+08 57 0.0000 0.0000 -0.33932E+08 0.33932E+08 0.33932E+08 59 0.31710E+08 0.0000 0.0000 0.31710E+08 0.31710E+08 65 0.0000 0.0000 -0.11108E+07 0.11108E+07 0.11108E+07 Max= 0.45305E+08 0.0000 0.0000 0.47527E+08 0.47527E+08 Min= 0.0000 0.0000 -0.47527E+08 0.11108E+07 0.11108E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.11108E+07 0.11108E+07 0.11108E+07 3 0.0000 0.0000 -0.11108E+07 0.11108E+07 0.11108E+07 9 0.0000 0.0000 -0.24319E+08 0.24319E+08 0.24319E+08 11 0.22097E+08 0.0000 0.0000 0.22097E+08 0.22097E+08 17 0.0000 0.0000 -0.33932E+08 0.33932E+08 0.33932E+08 19 0.31710E+08 0.0000 0.0000 0.31710E+08 0.31710E+08 25 0.0000 0.0000 -0.24319E+08 0.24319E+08 0.24319E+08 27 0.22097E+08 0.0000 0.0000 0.22097E+08 0.22097E+08 33 0.0000 0.0000 -0.11108E+07 0.11108E+07 0.11108E+07 35 0.0000 0.0000 -0.11108E+07 0.11108E+07 0.11108E+07 41 0.0000 0.0000 -0.33932E+08 0.33932E+08 0.33932E+08 43 0.31710E+08 0.0000 0.0000 0.31710E+08 0.31710E+08 49 0.0000 0.0000 -0.47527E+08 0.47527E+08 0.47527E+08 51 0.45305E+08 0.0000 0.0000 0.45305E+08 0.45305E+08 57 0.0000 0.0000 -0.33932E+08 0.33932E+08 0.33932E+08 59 0.31710E+08 0.0000 0.0000 0.31710E+08 0.31710E+08 65 0.0000 0.0000 -0.11108E+07 0.11108E+07 0.11108E+07 Max= 0.45305E+08 0.0000 0.0000 0.47527E+08 0.47527E+08 Min= 0.0000 0.0000 -0.47527E+08 0.11108E+07 0.11108E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 55 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.10706E+07 0.10706E+07 0.10706E+07 3 0.0000 0.0000 -0.10706E+07 0.10706E+07 0.10706E+07 9 0.0000 0.0000 -0.10515E+08 0.10515E+08 0.10515E+08 11 0.83738E+07 0.0000 0.0000 0.83738E+07 0.83738E+07 17 0.0000 0.0000 -0.14427E+08 0.14427E+08 0.14427E+08 19 0.12286E+08 0.0000 0.0000 0.12286E+08 0.12286E+08 25 0.0000 0.0000 -0.10515E+08 0.10515E+08 0.10515E+08 27 0.83738E+07 0.0000 0.0000 0.83738E+07 0.83738E+07 33 0.0000 0.0000 -0.10706E+07 0.10706E+07 0.10706E+07 35 0.0000 0.0000 -0.10706E+07 0.10706E+07 0.10706E+07 41 0.0000 0.0000 -0.14427E+08 0.14427E+08 0.14427E+08 43 0.12286E+08 0.0000 0.0000 0.12286E+08 0.12286E+08 49 0.0000 0.0000 -0.19959E+08 0.19959E+08 0.19959E+08 51 0.17818E+08 0.0000 0.0000 0.17818E+08 0.17818E+08 57 0.0000 0.0000 -0.14427E+08 0.14427E+08 0.14427E+08


ANNEXES

73

59 0.12286E+08 0.0000 0.0000 0.12286E+08 0.12286E+08 65 0.0000 0.0000 -0.10706E+07 0.10706E+07 0.10706E+07 Max= 0.17818E+08 0.0000 0.0000 0.19959E+08 0.19959E+08 Min= 0.0000 0.0000 -0.19959E+08 0.10706E+07 0.10706E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.10706E+07 0.10706E+07 0.10706E+07 3 0.0000 0.0000 -0.10706E+07 0.10706E+07 0.10706E+07 9 0.0000 0.0000 -0.10515E+08 0.10515E+08 0.10515E+08 11 0.83738E+07 0.0000 0.0000 0.83738E+07 0.83738E+07 17 0.0000 0.0000 -0.14427E+08 0.14427E+08 0.14427E+08 19 0.12286E+08 0.0000 0.0000 0.12286E+08 0.12286E+08 25 0.0000 0.0000 -0.10515E+08 0.10515E+08 0.10515E+08 27 0.83738E+07 0.0000 0.0000 0.83738E+07 0.83738E+07 33 0.0000 0.0000 -0.10706E+07 0.10706E+07 0.10706E+07 35 0.0000 0.0000 -0.10706E+07 0.10706E+07 0.10706E+07 41 0.0000 0.0000 -0.14427E+08 0.14427E+08 0.14427E+08 43 0.12286E+08 0.0000 0.0000 0.12286E+08 0.12286E+08 49 0.0000 0.0000 -0.19959E+08 0.19959E+08 0.19959E+08 51 0.17818E+08 0.0000 0.0000 0.17818E+08 0.17818E+08 57 0.0000 0.0000 -0.14427E+08 0.14427E+08 0.14427E+08 59 0.12286E+08 0.0000 0.0000 0.12286E+08 0.12286E+08 65 0.0000 0.0000 -0.10706E+07 0.10706E+07 0.10706E+07 Max= 0.17818E+08 0.0000 0.0000 0.19959E+08 0.19959E+08 Min= 0.0000 0.0000 -0.19959E+08 0.10706E+07 0.10706E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 56 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 9 0.43497E-06 0.0000 0.0000 0.43497E-06 0.43497E-06 11 0.0000 0.0000 -0.43497E-06 0.43497E-06 0.43497E-06 17 0.61515E-06 0.0000 0.0000 0.61515E-06 0.61515E-06 19 0.0000 0.0000 -0.61515E-06 0.61515E-06 0.61515E-06 25 0.43497E-06 0.0000 0.0000 0.43497E-06 0.43497E-06 27 0.0000 0.0000 -0.43497E-06 0.43497E-06 0.43497E-06 33 0.0000 0.0000 0.0000 0.0000 0.0000 35 0.0000 0.0000 0.0000 0.0000 0.0000 41 0.61515E-06 0.0000 0.0000 0.61515E-06 0.61515E-06 43 0.0000 0.0000 -0.61515E-06 0.61515E-06 0.61515E-06 49 0.86995E-06 0.0000 0.0000 0.86995E-06 0.86995E-06 51 0.0000 0.0000 -0.86995E-06 0.86995E-06 0.86995E-06 57 0.61515E-06 0.0000 0.0000 0.61515E-06 0.61515E-06 59 0.0000 0.0000 -0.61515E-06 0.61515E-06 0.61515E-06 65 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.86995E-06 0.0000 0.0000 0.86995E-06 0.86995E-06 Min= 0.0000 0.0000 -0.86995E-06 0.0000 0.0000 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 9 0.43497E-06 0.0000 0.0000 0.43497E-06 0.43497E-06 11 0.0000 0.0000 -0.43497E-06 0.43497E-06 0.43497E-06 17 0.61515E-06 0.0000 0.0000 0.61515E-06 0.61515E-06 19 0.0000 0.0000 -0.61515E-06 0.61515E-06 0.61515E-06 25 0.43497E-06 0.0000 0.0000 0.43497E-06 0.43497E-06 27 0.0000 0.0000 -0.43497E-06 0.43497E-06 0.43497E-06 33 0.0000 0.0000 0.0000 0.0000 0.0000 35 0.0000 0.0000 0.0000 0.0000 0.0000


ANNEXES

74

41 0.61515E-06 0.0000 0.0000 0.61515E-06 0.61515E-06 43 0.0000 0.0000 -0.61515E-06 0.61515E-06 0.61515E-06 49 0.86995E-06 0.0000 0.0000 0.86995E-06 0.86995E-06 51 0.0000 0.0000 -0.86995E-06 0.86995E-06 0.86995E-06 57 0.61515E-06 0.0000 0.0000 0.61515E-06 0.61515E-06 59 0.0000 0.0000 -0.61515E-06 0.61515E-06 0.61515E-06 65 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.86995E-06 0.0000 0.0000 0.86995E-06 0.86995E-06 Min= 0.0000 0.0000 -0.86995E-06 0.0000 0.0000 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 57 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.54085E+08 -0.28045E-02 -0.90201E+06 0.54987E+08 0.54541E+08 3 0.59654E+08 -0.30373E-02 -0.10096E+07 0.60664E+08 0.60166E+08 12 0.43950E+08 -0.96368E-03 -0.13704E+07 0.45320E+08 0.44651E+08 10 0.39946E+08 -0.90314E-03 -0.12213E+07 0.41167E+08 0.40570E+08 13 0.40063E+08 -0.91413E-03 -0.12177E+07 0.41281E+08 0.40686E+08 15 0.44081E+08 -0.97563E-03 -0.13663E+07 0.45447E+08 0.44780E+08 24 0.99707E+07 0.0000 -0.60406E+07 0.16011E+08 0.14005E+08 22 0.92269E+07 0.0000 -0.52872E+07 0.14514E+08 0.12723E+08 25 0.93367E+07 0.0000 -0.52251E+07 0.14562E+08 0.12777E+08 27 0.10090E+08 0.0000 -0.59690E+07 0.16059E+08 0.14060E+08 36 0.16582E+07 0.76803E-03 -0.36322E+08 0.37980E+08 0.37179E+08 34 0.15102E+07 0.66572E-03 -0.32305E+08 0.33815E+08 0.33086E+08 37 0.15156E+07 0.65813E-03 -0.32189E+08 0.33704E+08 0.32972E+08 39 0.16641E+07 0.75940E-03 -0.36193E+08 0.37857E+08 0.37053E+08 48 0.11637E+07 0.23354E-02 -0.51757E+08 0.52921E+08 0.52349E+08 46 0.10562E+07 0.20471E-02 -0.46188E+08 0.47244E+08 0.46725E+08 Max= 0.59654E+08 0.23354E-02 -0.90201E+06 0.60664E+08 0.60166E+08 Min= 0.10562E+07 -0.30373E-02 -0.51757E+08 0.14514E+08 0.12723E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.54085E+08 -0.28045E-02 -0.90201E+06 0.54987E+08 0.54541E+08 3 0.59654E+08 -0.30373E-02 -0.10096E+07 0.60664E+08 0.60166E+08 12 0.43950E+08 -0.96368E-03 -0.13704E+07 0.45320E+08 0.44651E+08 10 0.39946E+08 -0.90314E-03 -0.12213E+07 0.41167E+08 0.40570E+08 13 0.40063E+08 -0.91413E-03 -0.12177E+07 0.41281E+08 0.40686E+08 15 0.44081E+08 -0.97563E-03 -0.13663E+07 0.45447E+08 0.44780E+08 24 0.99707E+07 0.0000 -0.60406E+07 0.16011E+08 0.14005E+08 22 0.92269E+07 0.0000 -0.52872E+07 0.14514E+08 0.12723E+08 25 0.93367E+07 0.0000 -0.52251E+07 0.14562E+08 0.12777E+08 27 0.10090E+08 0.0000 -0.59690E+07 0.16059E+08 0.14060E+08 36 0.16582E+07 0.76803E-03 -0.36322E+08 0.37980E+08 0.37179E+08 34 0.15102E+07 0.66572E-03 -0.32305E+08 0.33815E+08 0.33086E+08 37 0.15156E+07 0.65813E-03 -0.32189E+08 0.33704E+08 0.32972E+08 39 0.16641E+07 0.75940E-03 -0.36193E+08 0.37857E+08 0.37053E+08 48 0.11637E+07 0.23354E-02 -0.51757E+08 0.52921E+08 0.52349E+08 46 0.10562E+07 0.20471E-02 -0.46188E+08 0.47244E+08 0.46725E+08 Max= 0.59654E+08 0.23354E-02 -0.90201E+06 0.60664E+08 0.60166E+08 Min= 0.10562E+07 -0.30373E-02 -0.51757E+08 0.14514E+08 0.12723E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 58 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.46900E+08 -0.20620E-02 -0.89144E+06 0.47792E+08 0.47352E+08 3 0.51744E+08 -0.22339E-02 -0.99752E+06 0.52742E+08 0.52250E+08


ANNEXES

75

12 0.37574E+08 -0.63381E-03 -0.13737E+07 0.38948E+08 0.38279E+08 10 0.34141E+08 -0.59524E-03 -0.12246E+07 0.35366E+08 0.34770E+08 13 0.35306E+08 -0.68873E-03 -0.11842E+07 0.36490E+08 0.35912E+08 15 0.38867E+08 -0.73539E-03 -0.13280E+07 0.40195E+08 0.39548E+08 24 0.84956E+07 0.0000 -0.60756E+07 0.14571E+08 0.12677E+08 22 0.78444E+07 0.0000 -0.53298E+07 0.13174E+08 0.11478E+08 25 0.89104E+07 0.0000 -0.46921E+07 0.13603E+08 0.11967E+08 27 0.96576E+07 0.0000 -0.53446E+07 0.15002E+08 0.13170E+08 36 0.15931E+07 0.63186E-03 -0.32399E+08 0.33992E+08 0.33224E+08 34 0.14498E+07 0.54901E-03 -0.28838E+08 0.30288E+08 0.29590E+08 37 0.15097E+07 0.48254E-03 -0.27694E+08 0.29203E+08 0.28478E+08 39 0.16583E+07 0.55612E-03 -0.31126E+08 0.32784E+08 0.31987E+08 48 0.11430E+07 0.17979E-02 -0.45157E+08 0.46300E+08 0.45739E+08 46 0.10371E+07 0.15778E-02 -0.40313E+08 0.41350E+08 0.40841E+08 Max= 0.51744E+08 0.17979E-02 -0.89144E+06 0.52742E+08 0.52250E+08 Min= 0.10371E+07 -0.22339E-02 -0.45157E+08 0.13174E+08 0.11478E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.46900E+08 -0.20620E-02 -0.89144E+06 0.47792E+08 0.47352E+08 3 0.51744E+08 -0.22339E-02 -0.99752E+06 0.52742E+08 0.52250E+08 12 0.37574E+08 -0.63381E-03 -0.13737E+07 0.38948E+08 0.38279E+08 10 0.34141E+08 -0.59524E-03 -0.12246E+07 0.35366E+08 0.34770E+08 13 0.35306E+08 -0.68873E-03 -0.11842E+07 0.36490E+08 0.35912E+08 15 0.38867E+08 -0.73539E-03 -0.13280E+07 0.40195E+08 0.39548E+08 24 0.84956E+07 0.0000 -0.60756E+07 0.14571E+08 0.12677E+08 22 0.78444E+07 0.0000 -0.53298E+07 0.13174E+08 0.11478E+08 25 0.89104E+07 0.0000 -0.46921E+07 0.13603E+08 0.11967E+08 27 0.96576E+07 0.0000 -0.53446E+07 0.15002E+08 0.13170E+08 36 0.15931E+07 0.63186E-03 -0.32399E+08 0.33992E+08 0.33224E+08 34 0.14498E+07 0.54901E-03 -0.28838E+08 0.30288E+08 0.29590E+08 37 0.15097E+07 0.48254E-03 -0.27694E+08 0.29203E+08 0.28478E+08 39 0.16583E+07 0.55612E-03 -0.31126E+08 0.32784E+08 0.31987E+08 48 0.11430E+07 0.17979E-02 -0.45157E+08 0.46300E+08 0.45739E+08 46 0.10371E+07 0.15778E-02 -0.40313E+08 0.41350E+08 0.40841E+08 Max= 0.51744E+08 0.17979E-02 -0.89144E+06 0.52742E+08 0.52250E+08 Min= 0.10371E+07 -0.22339E-02 -0.45157E+08 0.13174E+08 0.11478E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 59 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.10562E+07 0.20471E-02 -0.46188E+08 0.47244E+08 0.46725E+08 3 0.11637E+07 0.23354E-02 -0.51757E+08 0.52921E+08 0.52349E+08 12 0.16582E+07 0.76804E-03 -0.36322E+08 0.37980E+08 0.37179E+08 10 0.15102E+07 0.66570E-03 -0.32305E+08 0.33815E+08 0.33086E+08 13 0.15156E+07 0.65812E-03 -0.32189E+08 0.33704E+08 0.32972E+08 15 0.16641E+07 0.75940E-03 -0.36193E+08 0.37857E+08 0.37053E+08 24 0.99707E+07 0.0000 -0.60406E+07 0.16011E+08 0.14005E+08 22 0.92269E+07 0.0000 -0.52872E+07 0.14514E+08 0.12723E+08 25 0.93367E+07 0.0000 -0.52251E+07 0.14562E+08 0.12777E+08 27 0.10090E+08 0.0000 -0.59690E+07 0.16059E+08 0.14060E+08 36 0.43950E+08 -0.96370E-03 -0.13704E+07 0.45320E+08 0.44651E+08 34 0.39946E+08 -0.90315E-03 -0.12213E+07 0.41167E+08 0.40570E+08 37 0.40063E+08 -0.91412E-03 -0.12177E+07 0.41281E+08 0.40686E+08 39 0.44081E+08 -0.97563E-03 -0.13663E+07 0.45447E+08 0.44780E+08 48 0.59654E+08 -0.30373E-02 -0.10096E+07 0.60664E+08 0.60166E+08 46 0.54085E+08 -0.28045E-02 -0.90201E+06 0.54987E+08 0.54541E+08 Max= 0.59654E+08 0.23354E-02 -0.90201E+06 0.60664E+08 0.60166E+08 Min= 0.10562E+07 -0.30373E-02 -0.51757E+08 0.14514E+08 0.12723E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV


ANNEXES

76

1 0.10562E+07 0.20471E-02 -0.46188E+08 0.47244E+08 0.46725E+08 3 0.11637E+07 0.23354E-02 -0.51757E+08 0.52921E+08 0.52349E+08 12 0.16582E+07 0.76804E-03 -0.36322E+08 0.37980E+08 0.37179E+08 10 0.15102E+07 0.66570E-03 -0.32305E+08 0.33815E+08 0.33086E+08 13 0.15156E+07 0.65812E-03 -0.32189E+08 0.33704E+08 0.32972E+08 15 0.16641E+07 0.75940E-03 -0.36193E+08 0.37857E+08 0.37053E+08 24 0.99707E+07 0.0000 -0.60406E+07 0.16011E+08 0.14005E+08 22 0.92269E+07 0.0000 -0.52872E+07 0.14514E+08 0.12723E+08 25 0.93367E+07 0.0000 -0.52251E+07 0.14562E+08 0.12777E+08 27 0.10090E+08 0.0000 -0.59690E+07 0.16059E+08 0.14060E+08 36 0.43950E+08 -0.96370E-03 -0.13704E+07 0.45320E+08 0.44651E+08 34 0.39946E+08 -0.90315E-03 -0.12213E+07 0.41167E+08 0.40570E+08 37 0.40063E+08 -0.91412E-03 -0.12177E+07 0.41281E+08 0.40686E+08 39 0.44081E+08 -0.97563E-03 -0.13663E+07 0.45447E+08 0.44780E+08 48 0.59654E+08 -0.30373E-02 -0.10096E+07 0.60664E+08 0.60166E+08 46 0.54085E+08 -0.28045E-02 -0.90201E+06 0.54987E+08 0.54541E+08 Max= 0.59654E+08 0.23354E-02 -0.90201E+06 0.60664E+08 0.60166E+08 Min= 0.10562E+07 -0.30373E-02 -0.51757E+08 0.14514E+08 0.12723E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 60 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.10371E+07 0.15777E-02 -0.40313E+08 0.41350E+08 0.40841E+08 3 0.11430E+07 0.17979E-02 -0.45157E+08 0.46300E+08 0.45739E+08 12 0.15931E+07 0.63186E-03 -0.32399E+08 0.33992E+08 0.33224E+08 10 0.14498E+07 0.54901E-03 -0.28838E+08 0.30288E+08 0.29590E+08 13 0.15097E+07 0.48253E-03 -0.27694E+08 0.29203E+08 0.28478E+08 15 0.16583E+07 0.55613E-03 -0.31126E+08 0.32784E+08 0.31987E+08 24 0.84956E+07 0.0000 -0.60756E+07 0.14571E+08 0.12677E+08 22 0.78444E+07 0.0000 -0.53298E+07 0.13174E+08 0.11478E+08 25 0.89104E+07 0.0000 -0.46921E+07 0.13603E+08 0.11967E+08 27 0.96576E+07 0.0000 -0.53446E+07 0.15002E+08 0.13170E+08 36 0.37574E+08 -0.63384E-03 -0.13737E+07 0.38948E+08 0.38279E+08 34 0.34141E+08 -0.59526E-03 -0.12246E+07 0.35366E+08 0.34770E+08 37 0.35306E+08 -0.68874E-03 -0.11842E+07 0.36490E+08 0.35912E+08 39 0.38867E+08 -0.73539E-03 -0.13280E+07 0.40195E+08 0.39548E+08 48 0.51744E+08 -0.22340E-02 -0.99752E+06 0.52742E+08 0.52250E+08 46 0.46900E+08 -0.20620E-02 -0.89144E+06 0.47792E+08 0.47352E+08 Max= 0.51744E+08 0.17979E-02 -0.89144E+06 0.52742E+08 0.52250E+08 Min= 0.10371E+07 -0.22340E-02 -0.45157E+08 0.13174E+08 0.11478E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.10371E+07 0.15777E-02 -0.40313E+08 0.41350E+08 0.40841E+08 3 0.11430E+07 0.17979E-02 -0.45157E+08 0.46300E+08 0.45739E+08 12 0.15931E+07 0.63186E-03 -0.32399E+08 0.33992E+08 0.33224E+08 10 0.14498E+07 0.54901E-03 -0.28838E+08 0.30288E+08 0.29590E+08 13 0.15097E+07 0.48253E-03 -0.27694E+08 0.29203E+08 0.28478E+08 15 0.16583E+07 0.55613E-03 -0.31126E+08 0.32784E+08 0.31987E+08 24 0.84956E+07 0.0000 -0.60756E+07 0.14571E+08 0.12677E+08 22 0.78444E+07 0.0000 -0.53298E+07 0.13174E+08 0.11478E+08 25 0.89104E+07 0.0000 -0.46921E+07 0.13603E+08 0.11967E+08 27 0.96576E+07 0.0000 -0.53446E+07 0.15002E+08 0.13170E+08 36 0.37574E+08 -0.63384E-03 -0.13737E+07 0.38948E+08 0.38279E+08 34 0.34141E+08 -0.59526E-03 -0.12246E+07 0.35366E+08 0.34770E+08 37 0.35306E+08 -0.68874E-03 -0.11842E+07 0.36490E+08 0.35912E+08 39 0.38867E+08 -0.73539E-03 -0.13280E+07 0.40195E+08 0.39548E+08 48 0.51744E+08 -0.22340E-02 -0.99752E+06 0.52742E+08 0.52250E+08 46 0.46900E+08 -0.20620E-02 -0.89144E+06 0.47792E+08 0.47352E+08 Max= 0.51744E+08 0.17979E-02 -0.89144E+06 0.52742E+08 0.52250E+08 Min= 0.10371E+07 -0.22340E-02 -0.45157E+08 0.13174E+08 0.11478E+08 STRESSES AT BEAM SECTION NODAL POINTS


ANNEXES

77

ELEMENT = 61 SECTION ID = 49 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -86468. 86468. 86468. 3 0.40485E+06 0.0000 0.0000 0.40485E+06 0.40485E+06 12 0.34717E+07 0.0000 0.0000 0.34717E+07 0.34717E+07 10 0.25086E+07 0.0000 0.0000 0.25086E+07 0.25086E+07 13 0.0000 0.0000 -0.42644E+07 0.42644E+07 0.42644E+07 15 0.0000 0.0000 -0.45328E+07 0.45328E+07 0.45328E+07 24 0.28714E+07 0.0000 0.0000 0.28714E+07 0.28714E+07 22 0.20006E+07 0.0000 0.0000 0.20006E+07 0.20006E+07 25 0.0000 0.0000 -0.75779E+07 0.75779E+07 0.75779E+07 27 0.0000 0.0000 -0.84487E+07 0.84487E+07 0.84487E+07 36 0.0000 0.0000 -0.10445E+07 0.10445E+07 0.10445E+07 34 0.0000 0.0000 -0.13129E+07 0.13129E+07 0.13129E+07 37 0.0000 0.0000 -0.80859E+07 0.80859E+07 0.80859E+07 39 0.0000 0.0000 -0.90490E+07 0.90490E+07 0.90490E+07 48 0.0000 0.0000 -0.59821E+07 0.59821E+07 0.59821E+07 46 0.0000 0.0000 -0.54908E+07 0.54908E+07 0.54908E+07 Max= 0.34717E+07 0.0000 0.0000 0.90490E+07 0.90490E+07 Min= 0.0000 0.0000 -0.90490E+07 86468. 86468. ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -86468. 86468. 86468. 3 0.40485E+06 0.0000 0.0000 0.40485E+06 0.40485E+06 12 0.34717E+07 0.0000 0.0000 0.34717E+07 0.34717E+07 10 0.25086E+07 0.0000 0.0000 0.25086E+07 0.25086E+07 13 0.0000 0.0000 -0.42644E+07 0.42644E+07 0.42644E+07 15 0.0000 0.0000 -0.45328E+07 0.45328E+07 0.45328E+07 24 0.28714E+07 0.0000 0.0000 0.28714E+07 0.28714E+07 22 0.20006E+07 0.0000 0.0000 0.20006E+07 0.20006E+07 25 0.0000 0.0000 -0.75779E+07 0.75779E+07 0.75779E+07 27 0.0000 0.0000 -0.84487E+07 0.84487E+07 0.84487E+07 36 0.0000 0.0000 -0.10445E+07 0.10445E+07 0.10445E+07 34 0.0000 0.0000 -0.13129E+07 0.13129E+07 0.13129E+07 37 0.0000 0.0000 -0.80859E+07 0.80859E+07 0.80859E+07 39 0.0000 0.0000 -0.90490E+07 0.90490E+07 0.90490E+07 48 0.0000 0.0000 -0.59821E+07 0.59821E+07 0.59821E+07 46 0.0000 0.0000 -0.54908E+07 0.54908E+07 0.54908E+07 Max= 0.34717E+07 0.0000 0.0000 0.90490E+07 0.90490E+07 Min= 0.0000 0.0000 -0.90490E+07 86468. 86468. STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 62 SECTION ID = 50 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.17930E+07 0.17930E+07 0.17930E+07 3 0.0000 0.0000 -0.23148E+07 0.23148E+07 0.23148E+07 12 0.0000 0.0000 -0.17728E+07 0.17728E+07 0.17728E+07 10 0.0000 0.0000 -0.13343E+07 0.13343E+07 0.13343E+07 13 0.0000 0.0000 -0.57022E+06 0.57022E+06 0.57022E+06 15 0.0000 0.0000 -0.86978E+06 0.86978E+06 0.86978E+06 24 0.43882E+06 0.0000 0.0000 0.43882E+06 0.43882E+06 22 0.53706E+06 0.0000 0.0000 0.53706E+06 0.53706E+06 25 0.16176E+07 0.0000 0.0000 0.16176E+07 0.16176E+07 27 0.17159E+07 0.0000 0.0000 0.17159E+07 0.17159E+07 36 0.30245E+07 0.0000 0.0000 0.30245E+07 0.30245E+07 34 0.27249E+07 0.0000 0.0000 0.27249E+07 0.27249E+07 37 0.34890E+07 0.0000 0.0000 0.34890E+07 0.34890E+07 39 0.39275E+07 0.0000 0.0000 0.39275E+07 0.39275E+07 48 0.44695E+07 0.0000 0.0000 0.44695E+07 0.44695E+07 46 0.39476E+07 0.0000 0.0000 0.39476E+07 0.39476E+07


ANNEXES

78

Max= 0.44695E+07 0.0000 0.0000 0.44695E+07 0.44695E+07 Min= 0.0000 0.0000 -0.23148E+07 0.43882E+06 0.43882E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.17930E+07 0.17930E+07 0.17930E+07 3 0.0000 0.0000 -0.23148E+07 0.23148E+07 0.23148E+07 12 0.0000 0.0000 -0.17728E+07 0.17728E+07 0.17728E+07 10 0.0000 0.0000 -0.13343E+07 0.13343E+07 0.13343E+07 13 0.0000 0.0000 -0.57022E+06 0.57022E+06 0.57022E+06 15 0.0000 0.0000 -0.86978E+06 0.86978E+06 0.86978E+06 24 0.43882E+06 0.0000 0.0000 0.43882E+06 0.43882E+06 22 0.53706E+06 0.0000 0.0000 0.53706E+06 0.53706E+06 25 0.16176E+07 0.0000 0.0000 0.16176E+07 0.16176E+07 27 0.17159E+07 0.0000 0.0000 0.17159E+07 0.17159E+07 36 0.30245E+07 0.0000 0.0000 0.30245E+07 0.30245E+07 34 0.27249E+07 0.0000 0.0000 0.27249E+07 0.27249E+07 37 0.34890E+07 0.0000 0.0000 0.34890E+07 0.34890E+07 39 0.39275E+07 0.0000 0.0000 0.39275E+07 0.39275E+07 48 0.44695E+07 0.0000 0.0000 0.44695E+07 0.44695E+07 46 0.39476E+07 0.0000 0.0000 0.39476E+07 0.39476E+07 Max= 0.44695E+07 0.0000 0.0000 0.44695E+07 0.44695E+07 Min= 0.0000 0.0000 -0.23148E+07 0.43882E+06 0.43882E+06


ANNEXES

79

F.3.2.- Resultats del cas 2.1 LOAD STEP= 1 SUBSTEP= 1 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 1 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 12 0.0000 0.0000 0.0000 0.0000 0.0000 10 0.0000 0.0000 0.0000 0.0000 0.0000 13 0.0000 0.0000 0.0000 0.0000 0.0000 15 0.0000 0.0000 0.0000 0.0000 0.0000 24 0.0000 0.0000 0.0000 0.0000 0.0000 22 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.0000 0.0000 0.0000 0.0000 0.0000 27 0.0000 0.0000 0.0000 0.0000 0.0000 36 0.0000 0.0000 0.0000 0.0000 0.0000 34 0.0000 0.0000 0.0000 0.0000 0.0000 37 0.0000 0.0000 0.0000 0.0000 0.0000 39 0.0000 0.0000 0.0000 0.0000 0.0000 48 0.0000 0.0000 0.0000 0.0000 0.0000 46 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.0000 0.0000 0.0000 0.0000 0.0000 Min= 0.0000 0.0000 0.0000 0.0000 0.0000 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 12 0.0000 0.0000 0.0000 0.0000 0.0000 10 0.0000 0.0000 0.0000 0.0000 0.0000 13 0.0000 0.0000 0.0000 0.0000 0.0000 15 0.0000 0.0000 0.0000 0.0000 0.0000 24 0.0000 0.0000 0.0000 0.0000 0.0000 22 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.0000 0.0000 0.0000 0.0000 0.0000 27 0.0000 0.0000 0.0000 0.0000 0.0000 36 0.0000 0.0000 0.0000 0.0000 0.0000 34 0.0000 0.0000 0.0000 0.0000 0.0000 37 0.0000 0.0000 0.0000 0.0000 0.0000 39 0.0000 0.0000 0.0000 0.0000 0.0000 48 0.0000 0.0000 0.0000 0.0000 0.0000 46 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.0000 0.0000 0.0000 0.0000 0.0000 Min= 0.0000 0.0000 0.0000 0.0000 0.0000 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 2 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.49412E-05 0.20726E-15 -0.33761E-04 0.38702E-04 0.36484E-04 3 0.52026E-05 0.21822E-15 -0.35547E-04 0.40750E-04 0.38414E-04 12 0.71372E-05 0.10957E-15 -0.25912E-04 0.33049E-04 0.30122E-04 10 0.67786E-05 0.10406E-15 -0.24610E-04 0.31389E-04 0.28608E-04 13 0.58061E-05 0.13718E-15 -0.28732E-04 0.34538E-04 0.32032E-04 15 0.61133E-05 0.14444E-15 -0.30252E-04 0.36366E-04 0.33727E-04 24 0.15627E-04 0.0000 -0.11834E-04 0.27462E-04 0.23858E-04 22 0.14842E-04 0.0000 -0.11240E-04 0.26082E-04 0.22659E-04 25 0.11240E-04 0.0000 -0.14842E-04 0.26082E-04 0.22659E-04


ANNEXES

80

27 0.11834E-04 0.0000 -0.15627E-04 0.27462E-04 0.23858E-04 36 0.30252E-04 0.20715E-15 -0.61133E-05 0.36366E-04 0.33727E-04 34 0.28732E-04 0.19674E-15 -0.58061E-05 0.34538E-04 0.32032E-04 37 0.24610E-04 0.19941E-15 -0.67786E-05 0.31389E-04 0.28608E-04 39 0.25912E-04 0.20996E-15 -0.71372E-05 0.33049E-04 0.30122E-04 48 0.35547E-04 0.17576E-15 -0.52026E-05 0.40750E-04 0.38414E-04 46 0.33761E-04 0.16693E-15 -0.49412E-05 0.38702E-04 0.36484E-04 Max= 0.35547E-04 0.21822E-15 -0.49412E-05 0.40750E-04 0.38414E-04 Min= 0.49412E-05 0.0000 -0.35547E-04 0.26082E-04 0.22659E-04 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.49412E-05 0.20726E-15 -0.33761E-04 0.38702E-04 0.36484E-04 3 0.52026E-05 0.21822E-15 -0.35547E-04 0.40750E-04 0.38414E-04 12 0.71372E-05 0.10957E-15 -0.25912E-04 0.33049E-04 0.30122E-04 10 0.67786E-05 0.10406E-15 -0.24610E-04 0.31389E-04 0.28608E-04 13 0.58061E-05 0.13718E-15 -0.28732E-04 0.34538E-04 0.32032E-04 15 0.61133E-05 0.14444E-15 -0.30252E-04 0.36366E-04 0.33727E-04 24 0.15627E-04 0.0000 -0.11834E-04 0.27462E-04 0.23858E-04 22 0.14842E-04 0.0000 -0.11240E-04 0.26082E-04 0.22659E-04 25 0.11240E-04 0.0000 -0.14842E-04 0.26082E-04 0.22659E-04 27 0.11834E-04 0.0000 -0.15627E-04 0.27462E-04 0.23858E-04 36 0.30252E-04 0.20715E-15 -0.61133E-05 0.36366E-04 0.33727E-04 34 0.28732E-04 0.19674E-15 -0.58061E-05 0.34538E-04 0.32032E-04 37 0.24610E-04 0.19941E-15 -0.67786E-05 0.31389E-04 0.28608E-04 39 0.25912E-04 0.20996E-15 -0.71372E-05 0.33049E-04 0.30122E-04 48 0.35547E-04 0.17576E-15 -0.52026E-05 0.40750E-04 0.38414E-04 46 0.33761E-04 0.16693E-15 -0.49412E-05 0.38702E-04 0.36484E-04 Max= 0.35547E-04 0.21822E-15 -0.49412E-05 0.40750E-04 0.38414E-04 Min= 0.49412E-05 0.0000 -0.35547E-04 0.26082E-04 0.22659E-04 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 3 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.53954E+09 0.53954E+09 0.53954E+09 3 0.0000 0.0000 -0.56809E+09 0.56809E+09 0.56809E+09 12 0.0000 0.0000 -0.39532E+09 0.39532E+09 0.39532E+09 10 0.0000 0.0000 -0.37546E+09 0.37546E+09 0.37546E+09 13 0.0000 0.0000 -0.38757E+09 0.38757E+09 0.38757E+09 15 0.0000 0.0000 -0.40807E+09 0.40807E+09 0.40807E+09 24 0.90152E+07 0.0000 0.0000 0.90152E+07 0.90152E+07 22 0.85622E+07 0.0000 0.0000 0.85622E+07 0.85622E+07 25 0.0000 0.0000 -0.85622E+07 0.85622E+07 0.85622E+07 27 0.0000 0.0000 -0.90152E+07 0.90152E+07 0.90152E+07 36 0.40807E+09 0.0000 0.0000 0.40807E+09 0.40807E+09 34 0.38757E+09 0.0000 0.0000 0.38757E+09 0.38757E+09 37 0.37546E+09 0.0000 0.0000 0.37546E+09 0.37546E+09 39 0.39532E+09 0.0000 0.0000 0.39532E+09 0.39532E+09 48 0.56809E+09 0.0000 0.0000 0.56809E+09 0.56809E+09 46 0.53954E+09 0.0000 0.0000 0.53954E+09 0.53954E+09 Max= 0.56809E+09 0.0000 0.0000 0.56809E+09 0.56809E+09 Min= 0.0000 0.0000 -0.56809E+09 0.85622E+07 0.85622E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.53954E+09 0.53954E+09 0.53954E+09 3 0.0000 0.0000 -0.56809E+09 0.56809E+09 0.56809E+09 12 0.0000 0.0000 -0.39532E+09 0.39532E+09 0.39532E+09 10 0.0000 0.0000 -0.37546E+09 0.37546E+09 0.37546E+09 13 0.0000 0.0000 -0.38757E+09 0.38757E+09 0.38757E+09 15 0.0000 0.0000 -0.40807E+09 0.40807E+09 0.40807E+09 24 0.90152E+07 0.0000 0.0000 0.90152E+07 0.90152E+07


ANNEXES

81

22 0.85622E+07 0.0000 0.0000 0.85622E+07 0.85622E+07 25 0.0000 0.0000 -0.85622E+07 0.85622E+07 0.85622E+07 27 0.0000 0.0000 -0.90152E+07 0.90152E+07 0.90152E+07 36 0.40807E+09 0.0000 0.0000 0.40807E+09 0.40807E+09 34 0.38757E+09 0.0000 0.0000 0.38757E+09 0.38757E+09 37 0.37546E+09 0.0000 0.0000 0.37546E+09 0.37546E+09 39 0.39532E+09 0.0000 0.0000 0.39532E+09 0.39532E+09 48 0.56809E+09 0.0000 0.0000 0.56809E+09 0.56809E+09 46 0.53954E+09 0.0000 0.0000 0.53954E+09 0.53954E+09 Max= 0.56809E+09 0.0000 0.0000 0.56809E+09 0.56809E+09 Min= 0.0000 0.0000 -0.56809E+09 0.85622E+07 0.85622E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 4 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.46979E+09 0.46979E+09 0.46979E+09 3 0.0000 0.0000 -0.49464E+09 0.49464E+09 0.49464E+09 12 0.0000 0.0000 -0.34421E+09 0.34421E+09 0.34421E+09 10 0.0000 0.0000 -0.32691E+09 0.32691E+09 0.32691E+09 13 0.0000 0.0000 -0.33747E+09 0.33747E+09 0.33747E+09 15 0.0000 0.0000 -0.35532E+09 0.35532E+09 0.35532E+09 24 0.78557E+07 0.0000 0.0000 0.78557E+07 0.78557E+07 22 0.74609E+07 0.0000 0.0000 0.74609E+07 0.74609E+07 25 0.0000 0.0000 -0.74609E+07 0.74609E+07 0.74609E+07 27 0.0000 0.0000 -0.78557E+07 0.78557E+07 0.78557E+07 36 0.35532E+09 0.0000 0.0000 0.35532E+09 0.35532E+09 34 0.33747E+09 0.0000 0.0000 0.33747E+09 0.33747E+09 37 0.32691E+09 0.0000 0.0000 0.32691E+09 0.32691E+09 39 0.34421E+09 0.0000 0.0000 0.34421E+09 0.34421E+09 48 0.49464E+09 0.0000 0.0000 0.49464E+09 0.49464E+09 46 0.46979E+09 0.0000 0.0000 0.46979E+09 0.46979E+09 Max= 0.49464E+09 0.0000 0.0000 0.49464E+09 0.49464E+09 Min= 0.0000 0.0000 -0.49464E+09 0.74609E+07 0.74609E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.46979E+09 0.46979E+09 0.46979E+09 3 0.0000 0.0000 -0.49464E+09 0.49464E+09 0.49464E+09 12 0.0000 0.0000 -0.34421E+09 0.34421E+09 0.34421E+09 10 0.0000 0.0000 -0.32691E+09 0.32691E+09 0.32691E+09 13 0.0000 0.0000 -0.33747E+09 0.33747E+09 0.33747E+09 15 0.0000 0.0000 -0.35532E+09 0.35532E+09 0.35532E+09 24 0.78557E+07 0.0000 0.0000 0.78557E+07 0.78557E+07 22 0.74609E+07 0.0000 0.0000 0.74609E+07 0.74609E+07 25 0.0000 0.0000 -0.74609E+07 0.74609E+07 0.74609E+07 27 0.0000 0.0000 -0.78557E+07 0.78557E+07 0.78557E+07 36 0.35532E+09 0.0000 0.0000 0.35532E+09 0.35532E+09 34 0.33747E+09 0.0000 0.0000 0.33747E+09 0.33747E+09 37 0.32691E+09 0.0000 0.0000 0.32691E+09 0.32691E+09 39 0.34421E+09 0.0000 0.0000 0.34421E+09 0.34421E+09 48 0.49464E+09 0.0000 0.0000 0.49464E+09 0.49464E+09 46 0.46979E+09 0.0000 0.0000 0.46979E+09 0.46979E+09 Max= 0.49464E+09 0.0000 0.0000 0.49464E+09 0.49464E+09 Min= 0.0000 0.0000 -0.49464E+09 0.74609E+07 0.74609E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 5 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10


ANNEXES

82

3 0.12707E+10 -23.693 -73148. 0.12708E+10 0.12707E+10 12 0.91842E+09 -8.9384 -0.10123E+06 0.91852E+09 0.91847E+09 10 0.85783E+09 -8.4244 -93701. 0.85792E+09 0.85787E+09 13 0.85088E+09 -8.2211 -94466. 0.85097E+09 0.85092E+09 15 0.91094E+09 -8.7217 -0.10206E+06 0.91104E+09 0.91099E+09 24 0.61814E+08 0.0000 -0.15042E+07 0.63318E+08 0.62580E+08 22 0.61251E+08 0.0000 -0.13124E+07 0.62564E+08 0.61918E+08 25 0.51661E+08 0.0000 -0.15560E+07 0.53217E+08 0.52456E+08 27 0.51538E+08 0.0000 -0.18041E+07 0.53342E+08 0.52463E+08 36 0.11608E+06 5.9328 -0.80091E+09 0.80103E+09 0.80097E+09 34 0.10850E+06 5.4312 -0.74085E+09 0.74095E+09 0.74090E+09 37 0.10749E+06 5.5855 -0.74780E+09 0.74791E+09 0.74785E+09 39 0.11501E+06 6.1006 -0.80839E+09 0.80850E+09 0.80845E+09 48 80090. 18.062 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.615 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.062 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.693 -0.11607E+10 0.53217E+08 0.52456E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.693 -73148. 0.12708E+10 0.12707E+10 12 0.91842E+09 -8.9384 -0.10123E+06 0.91852E+09 0.91847E+09 10 0.85783E+09 -8.4244 -93701. 0.85792E+09 0.85787E+09 13 0.85088E+09 -8.2211 -94466. 0.85097E+09 0.85092E+09 15 0.91094E+09 -8.7217 -0.10206E+06 0.91104E+09 0.91099E+09 24 0.61814E+08 0.0000 -0.15042E+07 0.63318E+08 0.62580E+08 22 0.61251E+08 0.0000 -0.13124E+07 0.62564E+08 0.61918E+08 25 0.51661E+08 0.0000 -0.15560E+07 0.53217E+08 0.52456E+08 27 0.51538E+08 0.0000 -0.18041E+07 0.53342E+08 0.52463E+08 36 0.11608E+06 5.9328 -0.80091E+09 0.80103E+09 0.80097E+09 34 0.10850E+06 5.4312 -0.74085E+09 0.74095E+09 0.74090E+09 37 0.10749E+06 5.5855 -0.74780E+09 0.74791E+09 0.74785E+09 39 0.11501E+06 6.1006 -0.80839E+09 0.80850E+09 0.80845E+09 48 80090. 18.062 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.615 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.062 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.693 -0.11607E+10 0.53217E+08 0.52456E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 6 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.694 -73148. 0.12708E+10 0.12707E+10 12 0.92590E+09 -9.1586 -0.10041E+06 0.92600E+09 0.92595E+09 10 0.86478E+09 -8.6312 -92947. 0.86487E+09 0.86483E+09 13 0.84392E+09 -8.0209 -95245. 0.84402E+09 0.84397E+09 15 0.90346E+09 -8.5083 -0.10290E+06 0.90357E+09 0.90351E+09 24 0.72174E+08 0.0000 -0.12882E+07 0.73463E+08 0.72827E+08 22 0.70906E+08 0.0000 -0.11337E+07 0.72040E+08 0.71480E+08 25 0.42177E+08 0.0000 -0.19059E+07 0.44083E+08 0.43162E+08 27 0.41404E+08 0.0000 -0.22457E+07 0.43649E+08 0.42571E+08 36 0.11718E+06 5.7682 -0.79343E+09 0.79355E+09 0.79349E+09 34 0.10953E+06 5.2795 -0.73389E+09 0.73400E+09 0.73395E+09 37 0.10650E+06 5.7427 -0.75475E+09 0.75486E+09 0.75480E+09 39 0.11396E+06 6.2715 -0.81587E+09 0.81598E+09 0.81592E+09 48 80090. 18.063 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.615 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.063 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.694 -0.11607E+10 0.43649E+08 0.42571E+08 ELEMENT NODE = 2


ANNEXES

83

SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.694 -73148. 0.12708E+10 0.12707E+10 12 0.92590E+09 -9.1586 -0.10041E+06 0.92600E+09 0.92595E+09 10 0.86478E+09 -8.6312 -92947. 0.86487E+09 0.86483E+09 13 0.84392E+09 -8.0209 -95245. 0.84402E+09 0.84397E+09 15 0.90346E+09 -8.5083 -0.10290E+06 0.90357E+09 0.90351E+09 24 0.72174E+08 0.0000 -0.12882E+07 0.73463E+08 0.72827E+08 22 0.70906E+08 0.0000 -0.11337E+07 0.72040E+08 0.71480E+08 25 0.42177E+08 0.0000 -0.19059E+07 0.44083E+08 0.43162E+08 27 0.41404E+08 0.0000 -0.22457E+07 0.43649E+08 0.42571E+08 36 0.11718E+06 5.7682 -0.79343E+09 0.79355E+09 0.79349E+09 34 0.10953E+06 5.2795 -0.73389E+09 0.73400E+09 0.73395E+09 37 0.10650E+06 5.7427 -0.75475E+09 0.75486E+09 0.75480E+09 39 0.11396E+06 6.2715 -0.81587E+09 0.81598E+09 0.81592E+09 48 80090. 18.063 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.615 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.063 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.694 -0.11607E+10 0.43649E+08 0.42571E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 7 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.694 -73148. 0.12708E+10 0.12707E+10 12 0.93337E+09 -9.3825 -99606. 0.93347E+09 0.93342E+09 10 0.87173E+09 -8.8411 -92205. 0.87183E+09 0.87178E+09 13 0.83697E+09 -7.8242 -96036. 0.83707E+09 0.83702E+09 15 0.89599E+09 -8.2985 -0.10376E+06 0.89609E+09 0.89604E+09 24 0.82588E+08 0.0000 -0.11258E+07 0.83714E+08 0.83157E+08 22 0.80604E+08 0.0000 -0.99730E+06 0.81601E+08 0.81107E+08 25 0.32882E+08 0.0000 -0.24447E+07 0.35327E+08 0.34170E+08 27 0.31531E+08 0.0000 -0.29488E+07 0.34479E+08 0.33104E+08 36 0.11829E+06 5.6066 -0.78596E+09 0.78607E+09 0.78602E+09 34 0.11058E+06 5.1309 -0.72694E+09 0.72705E+09 0.72700E+09 37 0.10553E+06 5.9029 -0.76170E+09 0.76181E+09 0.76176E+09 39 0.11292E+06 6.4457 -0.82334E+09 0.82346E+09 0.82340E+09 48 80090. 18.063 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.615 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.063 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.694 -0.11607E+10 0.34479E+08 0.33104E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.694 -73148. 0.12708E+10 0.12707E+10 12 0.93337E+09 -9.3825 -99606. 0.93347E+09 0.93342E+09 10 0.87173E+09 -8.8411 -92205. 0.87183E+09 0.87178E+09 13 0.83697E+09 -7.8242 -96036. 0.83707E+09 0.83702E+09 15 0.89599E+09 -8.2985 -0.10376E+06 0.89609E+09 0.89604E+09 24 0.82588E+08 0.0000 -0.11258E+07 0.83714E+08 0.83157E+08 22 0.80604E+08 0.0000 -0.99730E+06 0.81601E+08 0.81107E+08 25 0.32882E+08 0.0000 -0.24447E+07 0.35327E+08 0.34170E+08 27 0.31531E+08 0.0000 -0.29488E+07 0.34479E+08 0.33104E+08 36 0.11829E+06 5.6066 -0.78596E+09 0.78607E+09 0.78602E+09 34 0.11058E+06 5.1309 -0.72694E+09 0.72705E+09 0.72700E+09 37 0.10553E+06 5.9029 -0.76170E+09 0.76181E+09 0.76176E+09 39 0.11292E+06 6.4457 -0.82334E+09 0.82346E+09 0.82340E+09 48 80090. 18.063 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.615 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.063 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.694 -0.11607E+10 0.34479E+08 0.33104E+08


ANNEXES

84

STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 8 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.248 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.693 -73148. 0.12708E+10 0.12707E+10 12 0.94085E+09 -9.6099 -98814. 0.94095E+09 0.94090E+09 10 0.87869E+09 -9.0546 -91475. 0.87878E+09 0.87873E+09 13 0.83002E+09 -7.6306 -96841. 0.83011E+09 0.83007E+09 15 0.88851E+09 -8.0924 -0.10464E+06 0.88861E+09 0.88856E+09 24 0.93038E+08 0.0000 -0.99936E+06 0.94037E+08 0.93541E+08 22 0.90330E+08 0.0000 -0.88991E+06 0.91220E+08 0.90779E+08 25 0.23959E+08 0.0000 -0.33552E+07 0.27314E+08 0.25800E+08 27 0.22195E+08 0.0000 -0.41892E+07 0.26384E+08 0.24559E+08 36 0.11943E+06 5.4480 -0.77848E+09 0.77860E+09 0.77854E+09 34 0.11164E+06 4.9850 -0.71999E+09 0.72010E+09 0.72004E+09 37 0.10457E+06 6.0662 -0.76866E+09 0.76876E+09 0.76871E+09 39 0.11190E+06 6.6228 -0.83082E+09 0.83093E+09 0.83088E+09 48 80090. 18.062 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.616 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.062 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.693 -0.11607E+10 0.26384E+08 0.24559E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.248 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.693 -73148. 0.12708E+10 0.12707E+10 12 0.94085E+09 -9.6099 -98814. 0.94095E+09 0.94090E+09 10 0.87869E+09 -9.0546 -91475. 0.87878E+09 0.87873E+09 13 0.83002E+09 -7.6306 -96841. 0.83011E+09 0.83007E+09 15 0.88851E+09 -8.0924 -0.10464E+06 0.88861E+09 0.88856E+09 24 0.93038E+08 0.0000 -0.99936E+06 0.94037E+08 0.93541E+08 22 0.90330E+08 0.0000 -0.88991E+06 0.91220E+08 0.90779E+08 25 0.23959E+08 0.0000 -0.33552E+07 0.27314E+08 0.25800E+08 27 0.22195E+08 0.0000 -0.41892E+07 0.26384E+08 0.24559E+08 36 0.11943E+06 5.4480 -0.77848E+09 0.77860E+09 0.77854E+09 34 0.11164E+06 4.9850 -0.71999E+09 0.72010E+09 0.72004E+09 37 0.10457E+06 6.0662 -0.76866E+09 0.76876E+09 0.76871E+09 39 0.11190E+06 6.6228 -0.83082E+09 0.83093E+09 0.83088E+09 48 80090. 18.062 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.616 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.062 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.693 -0.11607E+10 0.26384E+08 0.24559E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 9 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.693 -73148. 0.12708E+10 0.12707E+10 12 0.94833E+09 -9.8411 -98034. 0.94843E+09 0.94838E+09 10 0.88564E+09 -9.2715 -90757. 0.88573E+09 0.88568E+09 13 0.82306E+09 -7.4401 -97660. 0.82316E+09 0.82311E+09 15 0.88103E+09 -7.8896 -0.10553E+06 0.88114E+09 0.88108E+09 24 0.10351E+09 0.0000 -0.89823E+06 0.10441E+09 0.10396E+09 22 0.10008E+09 0.0000 -0.80324E+06 0.10088E+09 0.10048E+09 25 0.15843E+08 0.0000 -0.50738E+07 0.20917E+08 0.18898E+08 27 0.14048E+08 0.0000 -0.66185E+07 0.20667E+08 0.18279E+08 36 0.12059E+06 5.2925 -0.77100E+09 0.77112E+09 0.77106E+09 34 0.11273E+06 4.8420 -0.71304E+09 0.71315E+09 0.71309E+09 37 0.10364E+06 6.2324 -0.77561E+09 0.77571E+09 0.77566E+09 39 0.11091E+06 6.8034 -0.83830E+09 0.83841E+09 0.83835E+09 48 80090. 18.063 -0.11607E+10 0.11607E+10 0.11607E+10


ANNEXES

85

46 74737. 16.616 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.063 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.693 -0.11607E+10 0.20667E+08 0.18279E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.693 -73148. 0.12708E+10 0.12707E+10 12 0.94833E+09 -9.8411 -98034. 0.94843E+09 0.94838E+09 10 0.88564E+09 -9.2715 -90757. 0.88573E+09 0.88568E+09 13 0.82306E+09 -7.4401 -97660. 0.82316E+09 0.82311E+09 15 0.88103E+09 -7.8896 -0.10553E+06 0.88114E+09 0.88108E+09 24 0.10351E+09 0.0000 -0.89823E+06 0.10441E+09 0.10396E+09 22 0.10008E+09 0.0000 -0.80324E+06 0.10088E+09 0.10048E+09 25 0.15843E+08 0.0000 -0.50738E+07 0.20917E+08 0.18898E+08 27 0.14048E+08 0.0000 -0.66185E+07 0.20667E+08 0.18279E+08 36 0.12059E+06 5.2925 -0.77100E+09 0.77112E+09 0.77106E+09 34 0.11273E+06 4.8420 -0.71304E+09 0.71315E+09 0.71309E+09 37 0.10364E+06 6.2324 -0.77561E+09 0.77571E+09 0.77566E+09 39 0.11091E+06 6.8034 -0.83830E+09 0.83841E+09 0.83835E+09 48 80090. 18.063 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.616 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.063 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.693 -0.11607E+10 0.20667E+08 0.18279E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 10 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.248 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.693 -73148. 0.12708E+10 0.12707E+10 12 0.95581E+09 -10.076 -97267. 0.95590E+09 0.95586E+09 10 0.89259E+09 -9.4917 -90050. 0.89268E+09 0.89264E+09 13 0.81611E+09 -7.2530 -98492. 0.81621E+09 0.81616E+09 15 0.87355E+09 -7.6902 -0.10643E+06 0.87366E+09 0.87361E+09 24 0.11401E+09 0.0000 -0.81555E+06 0.11482E+09 0.11442E+09 22 0.10984E+09 0.0000 -0.73185E+06 0.11057E+09 0.11021E+09 25 0.94458E+07 0.0000 -0.85102E+07 0.17956E+08 0.15557E+08 27 0.81968E+07 0.0000 -0.11343E+08 0.19540E+08 0.16995E+08 36 0.12177E+06 5.1399 -0.76352E+09 0.76365E+09 0.76359E+09 34 0.11384E+06 4.7017 -0.70608E+09 0.70620E+09 0.70614E+09 37 0.10272E+06 6.4015 -0.78256E+09 0.78266E+09 0.78261E+09 39 0.10993E+06 6.9872 -0.84578E+09 0.84589E+09 0.84583E+09 48 80090. 18.063 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.616 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.063 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.693 -0.11607E+10 0.17956E+08 0.15557E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.248 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.693 -73148. 0.12708E+10 0.12707E+10 12 0.95581E+09 -10.076 -97267. 0.95590E+09 0.95586E+09 10 0.89259E+09 -9.4917 -90050. 0.89268E+09 0.89264E+09 13 0.81611E+09 -7.2530 -98492. 0.81621E+09 0.81616E+09 15 0.87355E+09 -7.6902 -0.10643E+06 0.87366E+09 0.87361E+09 24 0.11401E+09 0.0000 -0.81555E+06 0.11482E+09 0.11442E+09 22 0.10984E+09 0.0000 -0.73185E+06 0.11057E+09 0.11021E+09 25 0.94458E+07 0.0000 -0.85102E+07 0.17956E+08 0.15557E+08 27 0.81968E+07 0.0000 -0.11343E+08 0.19540E+08 0.16995E+08 36 0.12177E+06 5.1399 -0.76352E+09 0.76365E+09 0.76359E+09 34 0.11384E+06 4.7017 -0.70608E+09 0.70620E+09 0.70614E+09 37 0.10272E+06 6.4015 -0.78256E+09 0.78266E+09 0.78261E+09


ANNEXES

86

39 0.10993E+06 6.9872 -0.84578E+09 0.84589E+09 0.84583E+09 48 80090. 18.063 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.616 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.063 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.693 -0.11607E+10 0.17956E+08 0.15557E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 11 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.694 -73148. 0.12708E+10 0.12707E+10 12 0.96328E+09 -10.315 -96512. 0.96338E+09 0.96333E+09 10 0.89955E+09 -9.7155 -89353. 0.89963E+09 0.89959E+09 13 0.80916E+09 -7.0691 -99338. 0.80926E+09 0.80921E+09 15 0.86608E+09 -7.4941 -0.10735E+06 0.86618E+09 0.86613E+09 24 0.12451E+09 0.0000 -0.74673E+06 0.12526E+09 0.12489E+09 22 0.11961E+09 0.0000 -0.67204E+06 0.12029E+09 0.11995E+09 25 0.55599E+07 0.0000 -0.14458E+08 0.20018E+08 0.17898E+08 27 0.49732E+07 0.0000 -0.18696E+08 0.23669E+08 0.21616E+08 36 0.12297E+06 4.9904 -0.75605E+09 0.75617E+09 0.75611E+09 34 0.11498E+06 4.5640 -0.69913E+09 0.69925E+09 0.69919E+09 37 0.10181E+06 6.5738 -0.78951E+09 0.78962E+09 0.78956E+09 39 0.10896E+06 7.1741 -0.85325E+09 0.85336E+09 0.85331E+09 48 80090. 18.063 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.616 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.063 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.694 -0.11607E+10 0.20018E+08 0.17898E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.694 -73148. 0.12708E+10 0.12707E+10 12 0.96328E+09 -10.315 -96512. 0.96338E+09 0.96333E+09 10 0.89955E+09 -9.7155 -89353. 0.89963E+09 0.89959E+09 13 0.80916E+09 -7.0691 -99338. 0.80926E+09 0.80921E+09 15 0.86608E+09 -7.4941 -0.10735E+06 0.86618E+09 0.86613E+09 24 0.12451E+09 0.0000 -0.74673E+06 0.12526E+09 0.12489E+09 22 0.11961E+09 0.0000 -0.67204E+06 0.12029E+09 0.11995E+09 25 0.55599E+07 0.0000 -0.14458E+08 0.20018E+08 0.17898E+08 27 0.49732E+07 0.0000 -0.18696E+08 0.23669E+08 0.21616E+08 36 0.12297E+06 4.9904 -0.75605E+09 0.75617E+09 0.75611E+09 34 0.11498E+06 4.5640 -0.69913E+09 0.69925E+09 0.69919E+09 37 0.10181E+06 6.5738 -0.78951E+09 0.78962E+09 0.78956E+09 39 0.10896E+06 7.1741 -0.85325E+09 0.85336E+09 0.85331E+09 48 80090. 18.063 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.616 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.063 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.694 -0.11607E+10 0.20018E+08 0.17898E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 12 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.25343E+07 0.37666E-01 -0.30146E+09 0.30399E+09 0.30273E+09 3 0.27420E+07 0.40266E-01 -0.32423E+09 0.32697E+09 0.32561E+09 12 0.22074E+07 0.77781E-01 -0.40275E+09 0.40496E+09 0.40386E+09 10 0.20414E+07 0.72630E-01 -0.37425E+09 0.37630E+09 0.37528E+09 13 0.11094E+08 0.38848E-03 -0.68864E+08 0.79958E+08 0.75029E+08 15 0.12104E+08 0.40659E-03 -0.73449E+08 0.85553E+08 0.80189E+08 24 0.34770E+07 0.0000 -0.25570E+09 0.25917E+09 0.25745E+09


ANNEXES

87

22 0.32111E+07 0.0000 -0.23792E+09 0.24113E+09 0.23954E+09 25 0.21356E+09 0.0000 -0.35775E+07 0.21713E+09 0.21537E+09 27 0.23133E+09 0.0000 -0.38432E+07 0.23517E+09 0.23327E+09 36 0.53294E+08 0.45242E-03 -0.16682E+08 0.69976E+08 0.63305E+08 34 0.48719E+08 0.41725E-03 -0.15682E+08 0.64400E+08 0.58167E+08 37 0.34966E+09 -0.55710E-01 -0.21849E+07 0.35185E+09 0.35076E+09 39 0.37817E+09 -0.60584E-01 -0.23509E+07 0.38052E+09 0.37935E+09 48 0.29972E+09 -0.28763E-01 -0.29663E+07 0.30268E+09 0.30121E+09 46 0.27695E+09 -0.26385E-01 -0.27586E+07 0.27971E+09 0.27834E+09 Max= 0.37817E+09 0.77781E-01 -0.21849E+07 0.40496E+09 0.40386E+09 Min= 0.20414E+07 -0.60584E-01 -0.40275E+09 0.64400E+08 0.58167E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.25343E+07 0.37666E-01 -0.30146E+09 0.30399E+09 0.30273E+09 3 0.27420E+07 0.40266E-01 -0.32423E+09 0.32697E+09 0.32561E+09 12 0.22074E+07 0.77781E-01 -0.40275E+09 0.40496E+09 0.40386E+09 10 0.20414E+07 0.72630E-01 -0.37425E+09 0.37630E+09 0.37528E+09 13 0.11094E+08 0.38848E-03 -0.68864E+08 0.79958E+08 0.75029E+08 15 0.12104E+08 0.40659E-03 -0.73449E+08 0.85553E+08 0.80189E+08 24 0.34770E+07 0.0000 -0.25570E+09 0.25917E+09 0.25745E+09 22 0.32111E+07 0.0000 -0.23792E+09 0.24113E+09 0.23954E+09 25 0.21356E+09 0.0000 -0.35775E+07 0.21713E+09 0.21537E+09 27 0.23133E+09 0.0000 -0.38432E+07 0.23517E+09 0.23327E+09 36 0.53294E+08 0.45242E-03 -0.16682E+08 0.69976E+08 0.63305E+08 34 0.48719E+08 0.41725E-03 -0.15682E+08 0.64400E+08 0.58167E+08 37 0.34966E+09 -0.55710E-01 -0.21849E+07 0.35185E+09 0.35076E+09 39 0.37817E+09 -0.60584E-01 -0.23509E+07 0.38052E+09 0.37935E+09 48 0.29972E+09 -0.28763E-01 -0.29663E+07 0.30268E+09 0.30121E+09 46 0.27695E+09 -0.26385E-01 -0.27586E+07 0.27971E+09 0.27834E+09 Max= 0.37817E+09 0.77781E-01 -0.21849E+07 0.40496E+09 0.40386E+09 Min= 0.20414E+07 -0.60584E-01 -0.40275E+09 0.64400E+08 0.58167E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 13 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.14470E+09 -0.62074E-01 -0.35198E+06 0.14505E+09 0.14488E+09 3 0.15580E+09 -0.66579E-01 -0.38041E+06 0.15618E+09 0.15599E+09 12 0.20478E+09 -0.15305 -0.28942E+06 0.20507E+09 0.20492E+09 10 0.19010E+09 -0.14249 -0.26791E+06 0.19037E+09 0.19024E+09 13 0.19149E+08 0.87435E-04 -0.26597E+07 0.21809E+08 0.20608E+08 15 0.20400E+08 0.96895E-04 -0.29053E+07 0.23305E+08 0.21997E+08 24 0.13639E+09 0.0000 -0.43455E+06 0.13682E+09 0.13661E+09 22 0.12671E+09 0.0000 -0.40196E+06 0.12711E+09 0.12691E+09 25 0.42702E+06 0.0000 -0.11927E+09 0.11970E+09 0.11948E+09 27 0.45960E+06 0.0000 -0.12895E+09 0.12941E+09 0.12918E+09 36 0.41721E+07 0.59695E-04 -0.14206E+08 0.18378E+08 0.16687E+08 34 0.39302E+07 0.54428E-04 -0.12959E+08 0.16889E+08 0.15307E+08 37 0.27884E+06 0.12798 -0.18265E+09 0.18293E+09 0.18279E+09 39 0.30035E+06 0.13867 -0.19733E+09 0.19763E+09 0.19748E+09 48 0.39949E+06 0.58751E-01 -0.14836E+09 0.14876E+09 0.14856E+09 46 0.37106E+06 0.54138E-01 -0.13726E+09 0.13763E+09 0.13744E+09 Max= 0.20478E+09 0.13867 -0.26791E+06 0.20507E+09 0.20492E+09 Min= 0.27884E+06 -0.15305 -0.19733E+09 0.16889E+08 0.15307E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.14470E+09 -0.62074E-01 -0.35198E+06 0.14505E+09 0.14488E+09 3 0.15580E+09 -0.66579E-01 -0.38041E+06 0.15618E+09 0.15599E+09 12 0.20478E+09 -0.15305 -0.28942E+06 0.20507E+09 0.20492E+09 10 0.19010E+09 -0.14249 -0.26791E+06 0.19037E+09 0.19024E+09 13 0.19149E+08 0.87435E-04 -0.26597E+07 0.21809E+08 0.20608E+08


ANNEXES

88

15 0.20400E+08 0.96895E-04 -0.29053E+07 0.23305E+08 0.21997E+08 24 0.13639E+09 0.0000 -0.43455E+06 0.13682E+09 0.13661E+09 22 0.12671E+09 0.0000 -0.40196E+06 0.12711E+09 0.12691E+09 25 0.42702E+06 0.0000 -0.11927E+09 0.11970E+09 0.11948E+09 27 0.45960E+06 0.0000 -0.12895E+09 0.12941E+09 0.12918E+09 36 0.41721E+07 0.59695E-04 -0.14206E+08 0.18378E+08 0.16687E+08 34 0.39302E+07 0.54428E-04 -0.12959E+08 0.16889E+08 0.15307E+08 37 0.27884E+06 0.12798 -0.18265E+09 0.18293E+09 0.18279E+09 39 0.30035E+06 0.13867 -0.19733E+09 0.19763E+09 0.19748E+09 48 0.39949E+06 0.58751E-01 -0.14836E+09 0.14876E+09 0.14856E+09 46 0.37106E+06 0.54138E-01 -0.13726E+09 0.13763E+09 0.13744E+09 Max= 0.20478E+09 0.13867 -0.26791E+06 0.20507E+09 0.20492E+09 Min= 0.27884E+06 -0.15305 -0.19733E+09 0.16889E+08 0.15307E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 14 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.63259E+08 -0.45442E-02 -0.80512E+06 0.64064E+08 0.63665E+08 3 0.67950E+08 -0.48326E-02 -0.87222E+06 0.68822E+08 0.68390E+08 12 0.91109E+08 -0.12561E-01 -0.65051E+06 0.91760E+08 0.91436E+08 10 0.84729E+08 -0.11763E-01 -0.60110E+06 0.85330E+08 0.85031E+08 13 0.11007E+08 0.10056E-03 -0.46270E+07 0.15634E+08 0.13910E+08 15 0.11668E+08 0.10726E-03 -0.50794E+07 0.16748E+08 0.14873E+08 24 0.63962E+08 0.0000 -0.92660E+06 0.64889E+08 0.64430E+08 22 0.59562E+08 0.0000 -0.85510E+06 0.60417E+08 0.59994E+08 25 0.97530E+06 0.0000 -0.52221E+08 0.53196E+08 0.52715E+08 27 0.10467E+07 0.0000 -0.56621E+08 0.57668E+08 0.57152E+08 36 0.81469E+07 0.78753E-04 -0.72748E+07 0.15422E+08 0.13363E+08 34 0.76974E+07 0.74388E-04 -0.66167E+07 0.14314E+08 0.12408E+08 37 0.65865E+06 0.95331E-02 -0.77326E+08 0.77984E+08 0.77657E+08 39 0.70804E+06 0.10393E-01 -0.83706E+08 0.84414E+08 0.84062E+08 48 0.97809E+06 0.38670E-02 -0.60595E+08 0.61573E+08 0.61090E+08 46 0.91104E+06 0.35323E-02 -0.55904E+08 0.56815E+08 0.56365E+08 Max= 0.91109E+08 0.10393E-01 -0.60110E+06 0.91760E+08 0.91436E+08 Min= 0.65865E+06 -0.12561E-01 -0.83706E+08 0.14314E+08 0.12408E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.63259E+08 -0.45442E-02 -0.80512E+06 0.64064E+08 0.63665E+08 3 0.67950E+08 -0.48326E-02 -0.87222E+06 0.68822E+08 0.68390E+08 12 0.91109E+08 -0.12561E-01 -0.65051E+06 0.91760E+08 0.91436E+08 10 0.84729E+08 -0.11763E-01 -0.60110E+06 0.85330E+08 0.85031E+08 13 0.11007E+08 0.10056E-03 -0.46270E+07 0.15634E+08 0.13910E+08 15 0.11668E+08 0.10726E-03 -0.50794E+07 0.16748E+08 0.14873E+08 24 0.63962E+08 0.0000 -0.92660E+06 0.64889E+08 0.64430E+08 22 0.59562E+08 0.0000 -0.85510E+06 0.60417E+08 0.59994E+08 25 0.97530E+06 0.0000 -0.52221E+08 0.53196E+08 0.52715E+08 27 0.10467E+07 0.0000 -0.56621E+08 0.57668E+08 0.57152E+08 36 0.81469E+07 0.78753E-04 -0.72748E+07 0.15422E+08 0.13363E+08 34 0.76974E+07 0.74388E-04 -0.66167E+07 0.14314E+08 0.12408E+08 37 0.65865E+06 0.95331E-02 -0.77326E+08 0.77984E+08 0.77657E+08 39 0.70804E+06 0.10393E-01 -0.83706E+08 0.84414E+08 0.84062E+08 48 0.97809E+06 0.38670E-02 -0.60595E+08 0.61573E+08 0.61090E+08 46 0.91104E+06 0.35323E-02 -0.55904E+08 0.56815E+08 0.56365E+08 Max= 0.91109E+08 0.10393E-01 -0.60110E+06 0.91760E+08 0.91436E+08 Min= 0.65865E+06 -0.12561E-01 -0.83706E+08 0.14314E+08 0.12408E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 15 SECTION ID = 7 ELEMENT NODE = 1


ANNEXES

89

SEC NODE S1 S2 S3 SINT SEQV 1 0.23386E+07 0.18171E-03 -0.21778E+08 0.24117E+08 0.23037E+08 3 0.24945E+07 0.20296E-03 -0.23759E+08 0.26253E+08 0.25099E+08 12 0.22917E+07 0.26487E-03 -0.25862E+08 0.28154E+08 0.27081E+08 10 0.21468E+07 0.23754E-03 -0.23724E+08 0.25871E+08 0.24867E+08 13 0.55116E+07 0.54475E-04 -0.92407E+07 0.14752E+08 0.12911E+08 15 0.58371E+07 0.58009E-04 -0.10154E+08 0.15991E+08 0.14016E+08 24 0.42063E+07 0.0000 -0.14090E+08 0.18297E+08 0.16598E+08 22 0.39626E+07 0.0000 -0.12853E+08 0.16815E+08 0.15226E+08 25 0.19028E+08 0.0000 -0.26766E+07 0.21705E+08 0.20498E+08 27 0.20269E+08 0.0000 -0.29240E+07 0.23193E+08 0.21878E+08 36 0.15581E+08 0.11953E-03 -0.38038E+07 0.19385E+08 0.17791E+08 34 0.14663E+08 0.11075E-03 -0.34733E+07 0.18137E+08 0.16674E+08 37 0.30698E+08 -0.22711E-03 -0.16591E+07 0.32357E+08 0.31560E+08 39 0.32836E+08 -0.23206E-03 -0.18049E+07 0.34641E+08 0.33775E+08 48 0.30658E+08 -0.14035E-03 -0.19332E+07 0.32592E+08 0.31669E+08 46 0.28677E+08 -0.14005E-03 -0.17760E+07 0.30453E+08 0.29605E+08 Max= 0.32836E+08 0.26487E-03 -0.16591E+07 0.34641E+08 0.33775E+08 Min= 0.21468E+07 -0.23206E-03 -0.25862E+08 0.14752E+08 0.12911E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.23386E+07 0.18171E-03 -0.21778E+08 0.24117E+08 0.23037E+08 3 0.24945E+07 0.20296E-03 -0.23759E+08 0.26253E+08 0.25099E+08 12 0.22917E+07 0.26487E-03 -0.25862E+08 0.28154E+08 0.27081E+08 10 0.21468E+07 0.23754E-03 -0.23724E+08 0.25871E+08 0.24867E+08 13 0.55116E+07 0.54475E-04 -0.92407E+07 0.14752E+08 0.12911E+08 15 0.58371E+07 0.58009E-04 -0.10154E+08 0.15991E+08 0.14016E+08 24 0.42063E+07 0.0000 -0.14090E+08 0.18297E+08 0.16598E+08 22 0.39626E+07 0.0000 -0.12853E+08 0.16815E+08 0.15226E+08 25 0.19028E+08 0.0000 -0.26766E+07 0.21705E+08 0.20498E+08 27 0.20269E+08 0.0000 -0.29240E+07 0.23193E+08 0.21878E+08 36 0.15581E+08 0.11953E-03 -0.38038E+07 0.19385E+08 0.17791E+08 34 0.14663E+08 0.11075E-03 -0.34733E+07 0.18137E+08 0.16674E+08 37 0.30698E+08 -0.22711E-03 -0.16591E+07 0.32357E+08 0.31560E+08 39 0.32836E+08 -0.23206E-03 -0.18049E+07 0.34641E+08 0.33775E+08 48 0.30658E+08 -0.14035E-03 -0.19332E+07 0.32592E+08 0.31669E+08 46 0.28677E+08 -0.14005E-03 -0.17760E+07 0.30453E+08 0.29605E+08 Max= 0.32836E+08 0.26487E-03 -0.16591E+07 0.34641E+08 0.33775E+08 Min= 0.21468E+07 -0.23206E-03 -0.25862E+08 0.14752E+08 0.12911E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 16 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.10140E+10 -0.22817 -0.45838E+07 0.10186E+10 0.10163E+10 3 0.10862E+10 -0.24240 -0.49492E+07 0.10912E+10 0.10887E+10 12 0.55107E+09 -0.26521E-01 -0.97554E+07 0.56082E+09 0.55601E+09 10 0.51633E+09 -0.25332E-01 -0.90017E+07 0.52534E+09 0.52089E+09 13 0.95846E+09 -0.19143 -0.48493E+07 0.96331E+09 0.96089E+09 15 0.10265E+10 -0.20321 -0.52371E+07 0.10317E+10 0.10291E+10 24 0.17907E+08 0.0000 -0.30021E+09 0.31812E+09 0.30955E+09 22 0.16879E+08 0.0000 -0.27536E+09 0.29224E+09 0.28418E+09 25 0.38473E+09 0.0000 -0.12081E+08 0.39681E+09 0.39091E+09 27 0.40959E+09 0.0000 -0.13125E+08 0.42272E+09 0.41631E+09 36 0.58882E+07 0.14946 -0.91300E+09 0.91888E+09 0.91595E+09 34 0.55008E+07 0.13700 -0.84495E+09 0.85045E+09 0.84771E+09 37 0.11486E+08 0.14267E-01 -0.40465E+09 0.41614E+09 0.41052E+09 39 0.12235E+08 0.15810E-01 -0.43938E+09 0.45162E+09 0.44563E+09 48 0.55272E+07 0.18107 -0.97263E+09 0.97816E+09 0.97541E+09 46 0.51620E+07 0.16613 -0.90039E+09 0.90556E+09 0.90299E+09 Max= 0.10862E+10 0.18107 -0.45838E+07 0.10912E+10 0.10887E+10 Min= 0.51620E+07 -0.24240 -0.97263E+09 0.29224E+09 0.28418E+09


ANNEXES

90

ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.10140E+10 -0.22817 -0.45838E+07 0.10186E+10 0.10163E+10 3 0.10862E+10 -0.24240 -0.49492E+07 0.10912E+10 0.10887E+10 12 0.55107E+09 -0.26521E-01 -0.97554E+07 0.56082E+09 0.55601E+09 10 0.51633E+09 -0.25332E-01 -0.90017E+07 0.52534E+09 0.52089E+09 13 0.95846E+09 -0.19143 -0.48493E+07 0.96331E+09 0.96089E+09 15 0.10265E+10 -0.20321 -0.52371E+07 0.10317E+10 0.10291E+10 24 0.17907E+08 0.0000 -0.30021E+09 0.31812E+09 0.30955E+09 22 0.16879E+08 0.0000 -0.27536E+09 0.29224E+09 0.28418E+09 25 0.38473E+09 0.0000 -0.12081E+08 0.39681E+09 0.39091E+09 27 0.40959E+09 0.0000 -0.13125E+08 0.42272E+09 0.41631E+09 36 0.58882E+07 0.14946 -0.91300E+09 0.91888E+09 0.91595E+09 34 0.55008E+07 0.13700 -0.84495E+09 0.85045E+09 0.84771E+09 37 0.11486E+08 0.14267E-01 -0.40465E+09 0.41614E+09 0.41052E+09 39 0.12235E+08 0.15810E-01 -0.43938E+09 0.45162E+09 0.44563E+09 48 0.55272E+07 0.18107 -0.97263E+09 0.97816E+09 0.97541E+09 46 0.51620E+07 0.16613 -0.90039E+09 0.90556E+09 0.90299E+09 Max= 0.10862E+10 0.18107 -0.45838E+07 0.10912E+10 0.10887E+10 Min= 0.51620E+07 -0.24240 -0.97263E+09 0.29224E+09 0.28418E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 17 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.90771E+09 -0.16143 -0.51204E+07 0.91283E+09 0.91028E+09 3 0.97194E+09 -0.17123 -0.55311E+07 0.97747E+09 0.97471E+09 12 0.48722E+09 -0.17000E-01 -0.11034E+08 0.49826E+09 0.49283E+09 10 0.45695E+09 -0.16320E-01 -0.10172E+08 0.46712E+09 0.46212E+09 13 0.86847E+09 -0.14046 -0.53518E+07 0.87382E+09 0.87116E+09 15 0.92974E+09 -0.14888 -0.57822E+07 0.93552E+09 0.93264E+09 24 0.19281E+08 0.0000 -0.27882E+09 0.29810E+09 0.28894E+09 22 0.18191E+08 0.0000 -0.25551E+09 0.27370E+09 0.26507E+09 25 0.36424E+09 0.0000 -0.12760E+08 0.37700E+09 0.37079E+09 27 0.38757E+09 0.0000 -0.13871E+08 0.40144E+09 0.39469E+09 36 0.65851E+07 0.10641 -0.81637E+09 0.82296E+09 0.81969E+09 34 0.61552E+07 0.97371E-01 -0.75511E+09 0.76126E+09 0.75821E+09 37 0.13431E+08 0.87241E-02 -0.34604E+09 0.35947E+09 0.35295E+09 39 0.14286E+08 0.97166E-02 -0.37631E+09 0.39059E+09 0.38365E+09 48 0.62620E+07 0.12399 -0.85850E+09 0.86476E+09 0.86165E+09 46 0.58517E+07 0.11355 -0.79428E+09 0.80013E+09 0.79722E+09 Max= 0.97194E+09 0.12399 -0.51204E+07 0.97747E+09 0.97471E+09 Min= 0.58517E+07 -0.17123 -0.85850E+09 0.27370E+09 0.26507E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.90771E+09 -0.16143 -0.51204E+07 0.91283E+09 0.91028E+09 3 0.97194E+09 -0.17123 -0.55311E+07 0.97747E+09 0.97471E+09 12 0.48722E+09 -0.17000E-01 -0.11034E+08 0.49826E+09 0.49283E+09 10 0.45695E+09 -0.16320E-01 -0.10172E+08 0.46712E+09 0.46212E+09 13 0.86847E+09 -0.14046 -0.53518E+07 0.87382E+09 0.87116E+09 15 0.92974E+09 -0.14888 -0.57822E+07 0.93552E+09 0.93264E+09 24 0.19281E+08 0.0000 -0.27882E+09 0.29810E+09 0.28894E+09 22 0.18191E+08 0.0000 -0.25551E+09 0.27370E+09 0.26507E+09 25 0.36424E+09 0.0000 -0.12760E+08 0.37700E+09 0.37079E+09 27 0.38757E+09 0.0000 -0.13871E+08 0.40144E+09 0.39469E+09 36 0.65851E+07 0.10641 -0.81637E+09 0.82296E+09 0.81969E+09 34 0.61552E+07 0.97371E-01 -0.75511E+09 0.76126E+09 0.75821E+09 37 0.13431E+08 0.87241E-02 -0.34604E+09 0.35947E+09 0.35295E+09 39 0.14286E+08 0.97166E-02 -0.37631E+09 0.39059E+09 0.38365E+09 48 0.62620E+07 0.12399 -0.85850E+09 0.86476E+09 0.86165E+09 46 0.58517E+07 0.11355 -0.79428E+09 0.80013E+09 0.79722E+09 Max= 0.97194E+09 0.12399 -0.51204E+07 0.97747E+09 0.97471E+09


ANNEXES

91

Min= 0.58517E+07 -0.17123 -0.85850E+09 0.27370E+09 0.26507E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 18 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.80159E+09 -0.10895 -0.57983E+07 0.80739E+09 0.80450E+09 3 0.85781E+09 -0.11533 -0.62670E+07 0.86408E+09 0.86096E+09 12 0.42375E+09 -0.98962E-02 -0.12686E+08 0.43644E+09 0.43024E+09 10 0.39791E+09 -0.95755E-02 -0.11681E+08 0.40959E+09 0.40387E+09 13 0.77860E+09 -0.99290E-01 -0.59695E+07 0.78457E+09 0.78160E+09 15 0.83309E+09 -0.10505 -0.64530E+07 0.83954E+09 0.83633E+09 24 0.20866E+08 0.0000 -0.25763E+09 0.27850E+09 0.26868E+09 22 0.19707E+08 0.0000 -0.23585E+09 0.25556E+09 0.24630E+09 25 0.34383E+09 0.0000 -0.13518E+08 0.35735E+09 0.35079E+09 27 0.36564E+09 0.0000 -0.14703E+08 0.38034E+09 0.37321E+09 36 0.74672E+07 0.72544E-01 -0.71993E+09 0.72740E+09 0.72370E+09 34 0.69846E+07 0.66240E-01 -0.66545E+09 0.67243E+09 0.66897E+09 37 0.16128E+08 0.48792E-02 -0.28819E+09 0.30431E+09 0.29658E+09 39 0.17120E+08 0.54711E-02 -0.31402E+09 0.33114E+09 0.32292E+09 48 0.72199E+07 0.80394E-01 -0.74459E+09 0.75181E+09 0.74823E+09 46 0.67520E+07 0.73453E-01 -0.68837E+09 0.69513E+09 0.69177E+09 Max= 0.85781E+09 0.80394E-01 -0.57983E+07 0.86408E+09 0.86096E+09 Min= 0.67520E+07 -0.11533 -0.74459E+09 0.25556E+09 0.24630E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.80159E+09 -0.10895 -0.57983E+07 0.80739E+09 0.80450E+09 3 0.85781E+09 -0.11533 -0.62670E+07 0.86408E+09 0.86096E+09 12 0.42375E+09 -0.98962E-02 -0.12686E+08 0.43644E+09 0.43024E+09 10 0.39791E+09 -0.95755E-02 -0.11681E+08 0.40959E+09 0.40387E+09 13 0.77860E+09 -0.99290E-01 -0.59695E+07 0.78457E+09 0.78160E+09 15 0.83309E+09 -0.10505 -0.64530E+07 0.83954E+09 0.83633E+09 24 0.20866E+08 0.0000 -0.25763E+09 0.27850E+09 0.26868E+09 22 0.19707E+08 0.0000 -0.23585E+09 0.25556E+09 0.24630E+09 25 0.34383E+09 0.0000 -0.13518E+08 0.35735E+09 0.35079E+09 27 0.36564E+09 0.0000 -0.14703E+08 0.38034E+09 0.37321E+09 36 0.74672E+07 0.72544E-01 -0.71993E+09 0.72740E+09 0.72370E+09 34 0.69846E+07 0.66240E-01 -0.66545E+09 0.67243E+09 0.66897E+09 37 0.16128E+08 0.48792E-02 -0.28819E+09 0.30431E+09 0.29658E+09 39 0.17120E+08 0.54711E-02 -0.31402E+09 0.33114E+09 0.32292E+09 48 0.72199E+07 0.80394E-01 -0.74459E+09 0.75181E+09 0.74823E+09 46 0.67520E+07 0.73453E-01 -0.68837E+09 0.69513E+09 0.69177E+09 Max= 0.85781E+09 0.80394E-01 -0.57983E+07 0.86408E+09 0.86096E+09 Min= 0.67520E+07 -0.11533 -0.74459E+09 0.25556E+09 0.24630E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 19 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.69567E+09 -0.69063E-01 -0.66812E+07 0.70235E+09 0.69903E+09 3 0.74390E+09 -0.72904E-01 -0.72266E+07 0.75113E+09 0.74754E+09 12 0.36084E+09 -0.48764E-02 -0.14898E+08 0.37574E+09 0.36852E+09 10 0.33937E+09 -0.47894E-02 -0.13696E+08 0.35306E+09 0.34642E+09 13 0.68889E+09 -0.66896E-01 -0.67469E+07 0.69563E+09 0.69228E+09 15 0.73661E+09 -0.70603E-01 -0.72982E+07 0.74391E+09 0.74029E+09 24 0.22711E+08 0.0000 -0.23671E+09 0.25942E+09 0.24885E+09 22 0.21473E+08 0.0000 -0.21645E+09 0.23792E+09 0.22795E+09 25 0.32351E+09 0.0000 -0.14367E+08 0.33788E+09 0.33093E+09 27 0.34380E+09 0.0000 -0.15637E+08 0.35944E+09 0.35188E+09 36 0.86185E+07 0.46774E-01 -0.62377E+09 0.63238E+09 0.62812E+09 34 0.80686E+07 0.42588E-01 -0.57604E+09 0.58411E+09 0.58012E+09 37 0.20071E+08 0.24294E-02 -0.23157E+09 0.25165E+09 0.24223E+09


ANNEXES

92

39 0.21247E+08 0.27470E-02 -0.25302E+09 0.27427E+09 0.26429E+09 48 0.85193E+07 0.48465E-01 -0.63103E+09 0.63955E+09 0.63533E+09 46 0.79752E+07 0.44138E-01 -0.58279E+09 0.59077E+09 0.58682E+09 Max= 0.74390E+09 0.48465E-01 -0.66812E+07 0.75113E+09 0.74754E+09 Min= 0.79752E+07 -0.72904E-01 -0.63103E+09 0.23792E+09 0.22795E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.69567E+09 -0.69063E-01 -0.66812E+07 0.70235E+09 0.69903E+09 3 0.74390E+09 -0.72904E-01 -0.72266E+07 0.75113E+09 0.74754E+09 12 0.36084E+09 -0.48764E-02 -0.14898E+08 0.37574E+09 0.36852E+09 10 0.33937E+09 -0.47894E-02 -0.13696E+08 0.35306E+09 0.34642E+09 13 0.68889E+09 -0.66896E-01 -0.67469E+07 0.69563E+09 0.69228E+09 15 0.73661E+09 -0.70603E-01 -0.72982E+07 0.74391E+09 0.74029E+09 24 0.22711E+08 0.0000 -0.23671E+09 0.25942E+09 0.24885E+09 22 0.21473E+08 0.0000 -0.21645E+09 0.23792E+09 0.22795E+09 25 0.32351E+09 0.0000 -0.14367E+08 0.33788E+09 0.33093E+09 27 0.34380E+09 0.0000 -0.15637E+08 0.35944E+09 0.35188E+09 36 0.86185E+07 0.46774E-01 -0.62377E+09 0.63238E+09 0.62812E+09 34 0.80686E+07 0.42588E-01 -0.57604E+09 0.58411E+09 0.58012E+09 37 0.20071E+08 0.24294E-02 -0.23157E+09 0.25165E+09 0.24223E+09 39 0.21247E+08 0.27470E-02 -0.25302E+09 0.27427E+09 0.26429E+09 48 0.85193E+07 0.48465E-01 -0.63103E+09 0.63955E+09 0.63533E+09 46 0.79752E+07 0.44138E-01 -0.58279E+09 0.59077E+09 0.58682E+09 Max= 0.74390E+09 0.48465E-01 -0.66812E+07 0.75113E+09 0.74754E+09 Min= 0.79752E+07 -0.72904E-01 -0.63103E+09 0.23792E+09 0.22795E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 20 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.59006E+09 -0.40067E-01 -0.78770E+07 0.59793E+09 0.59403E+09 3 0.63034E+09 -0.42126E-01 -0.85286E+07 0.63887E+09 0.63465E+09 12 0.29881E+09 -0.16066E-02 -0.17991E+08 0.31680E+09 0.30820E+09 10 0.28162E+09 -0.16508E-02 -0.16504E+08 0.29812E+09 0.29023E+09 13 0.59940E+09 -0.42240E-01 -0.77542E+07 0.60716E+09 0.60332E+09 15 0.64039E+09 -0.44430E-01 -0.83948E+07 0.64878E+09 0.64463E+09 24 0.24876E+08 0.0000 -0.21611E+09 0.24099E+09 0.22956E+09 22 0.23550E+08 0.0000 -0.19736E+09 0.22091E+09 0.21013E+09 25 0.30330E+09 0.0000 -0.15324E+08 0.31862E+09 0.31125E+09 27 0.32209E+09 0.0000 -0.16691E+08 0.33878E+09 0.33075E+09 36 0.10182E+08 0.27992E-01 -0.52801E+09 0.53819E+09 0.53317E+09 34 0.95434E+07 0.25388E-01 -0.48702E+09 0.49657E+09 0.49187E+09 37 0.26232E+08 0.10763E-02 -0.17718E+09 0.20341E+09 0.19165E+09 39 0.27666E+08 0.12236E-02 -0.19432E+09 0.22198E+09 0.20952E+09 48 0.10378E+08 0.26385E-01 -0.51802E+09 0.52840E+09 0.52329E+09 46 0.97288E+07 0.23920E-01 -0.47774E+09 0.48747E+09 0.48268E+09 Max= 0.64039E+09 0.27992E-01 -0.77542E+07 0.64878E+09 0.64463E+09 Min= 0.95434E+07 -0.44430E-01 -0.52801E+09 0.20341E+09 0.19165E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.59006E+09 -0.40067E-01 -0.78770E+07 0.59793E+09 0.59403E+09 3 0.63034E+09 -0.42126E-01 -0.85286E+07 0.63887E+09 0.63465E+09 12 0.29881E+09 -0.16066E-02 -0.17991E+08 0.31680E+09 0.30820E+09 10 0.28162E+09 -0.16508E-02 -0.16504E+08 0.29812E+09 0.29023E+09 13 0.59940E+09 -0.42240E-01 -0.77542E+07 0.60716E+09 0.60332E+09 15 0.64039E+09 -0.44430E-01 -0.83948E+07 0.64878E+09 0.64463E+09 24 0.24876E+08 0.0000 -0.21611E+09 0.24099E+09 0.22956E+09 22 0.23550E+08 0.0000 -0.19736E+09 0.22091E+09 0.21013E+09 25 0.30330E+09 0.0000 -0.15324E+08 0.31862E+09 0.31125E+09 27 0.32209E+09 0.0000 -0.16691E+08 0.33878E+09 0.33075E+09 36 0.10182E+08 0.27992E-01 -0.52801E+09 0.53819E+09 0.53317E+09


ANNEXES

93

34 0.95434E+07 0.25388E-01 -0.48702E+09 0.49657E+09 0.49187E+09 37 0.26232E+08 0.10763E-02 -0.17718E+09 0.20341E+09 0.19165E+09 39 0.27666E+08 0.12236E-02 -0.19432E+09 0.22198E+09 0.20952E+09 48 0.10378E+08 0.26385E-01 -0.51802E+09 0.52840E+09 0.52329E+09 46 0.97288E+07 0.23920E-01 -0.47774E+09 0.48747E+09 0.48268E+09 Max= 0.64039E+09 0.27992E-01 -0.77542E+07 0.64878E+09 0.64463E+09 Min= 0.95434E+07 -0.44430E-01 -0.52801E+09 0.20341E+09 0.19165E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 21 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.37217E+09 -0.26080E-02 -0.20520E+08 0.39269E+09 0.38284E+09 3 0.39709E+09 -0.26616E-02 -0.22245E+08 0.41934E+09 0.40867E+09 12 0.17473E+09 0.14432E-02 -0.50552E+08 0.22529E+09 0.20475E+09 10 0.16489E+09 0.13466E-02 -0.46316E+08 0.21120E+09 0.19228E+09 13 0.42271E+09 -0.53403E-02 -0.18066E+08 0.44078E+09 0.43203E+09 15 0.45141E+09 -0.55445E-02 -0.19568E+08 0.47098E+09 0.46151E+09 24 0.41181E+08 0.0000 -0.21450E+09 0.25568E+09 0.23778E+09 22 0.38796E+08 0.0000 -0.19685E+09 0.23564E+09 0.21884E+09 25 0.27435E+09 0.0000 -0.27836E+08 0.30219E+09 0.28928E+09 27 0.29203E+09 0.0000 -0.30247E+08 0.32228E+09 0.30827E+09 36 0.24041E+08 0.52410E-02 -0.36742E+09 0.39146E+09 0.38001E+09 34 0.22546E+08 0.47417E-02 -0.33872E+09 0.36127E+09 0.35054E+09 37 0.73624E+08 0.71598E-03 -0.10373E+09 0.17735E+09 0.15433E+09 39 0.77809E+08 0.75828E-03 -0.11352E+09 0.19133E+09 0.16666E+09 48 0.28089E+08 0.31931E-02 -0.31447E+09 0.34256E+09 0.32942E+09 46 0.26375E+08 0.28785E-02 -0.28956E+09 0.31593E+09 0.30360E+09 Max= 0.45141E+09 0.52410E-02 -0.18066E+08 0.47098E+09 0.46151E+09 Min= 0.22546E+08 -0.55445E-02 -0.36742E+09 0.17735E+09 0.15433E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.37217E+09 -0.26080E-02 -0.20520E+08 0.39269E+09 0.38284E+09 3 0.39709E+09 -0.26616E-02 -0.22245E+08 0.41934E+09 0.40867E+09 12 0.17473E+09 0.14432E-02 -0.50552E+08 0.22529E+09 0.20475E+09 10 0.16489E+09 0.13466E-02 -0.46316E+08 0.21120E+09 0.19228E+09 13 0.42271E+09 -0.53403E-02 -0.18066E+08 0.44078E+09 0.43203E+09 15 0.45141E+09 -0.55445E-02 -0.19568E+08 0.47098E+09 0.46151E+09 24 0.41181E+08 0.0000 -0.21450E+09 0.25568E+09 0.23778E+09 22 0.38796E+08 0.0000 -0.19685E+09 0.23564E+09 0.21884E+09 25 0.27435E+09 0.0000 -0.27836E+08 0.30219E+09 0.28928E+09 27 0.29203E+09 0.0000 -0.30247E+08 0.32228E+09 0.30827E+09 36 0.24041E+08 0.52410E-02 -0.36742E+09 0.39146E+09 0.38001E+09 34 0.22546E+08 0.47417E-02 -0.33872E+09 0.36127E+09 0.35054E+09 37 0.73624E+08 0.71598E-03 -0.10373E+09 0.17735E+09 0.15433E+09 39 0.77809E+08 0.75828E-03 -0.11352E+09 0.19133E+09 0.16666E+09 48 0.28089E+08 0.31931E-02 -0.31447E+09 0.34256E+09 0.32942E+09 46 0.26375E+08 0.28785E-02 -0.28956E+09 0.31593E+09 0.30360E+09 Max= 0.45141E+09 0.52410E-02 -0.18066E+08 0.47098E+09 0.46151E+09 Min= 0.22546E+08 -0.55445E-02 -0.36742E+09 0.17735E+09 0.15433E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 22 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.29233E+09 0.11229E-03 -0.26124E+08 0.31845E+09 0.30623E+09 3 0.31133E+09 0.19106E-03 -0.28372E+08 0.33970E+09 0.32644E+09 12 0.14679E+09 0.13347E-02 -0.60174E+08 0.20697E+09 0.18440E+09 10 0.13870E+09 0.12531E-02 -0.55059E+08 0.19376E+09 0.17294E+09 13 0.34113E+09 -0.13353E-02 -0.22387E+08 0.36351E+09 0.35285E+09


ANNEXES

94

15 0.36374E+09 -0.13235E-02 -0.24284E+08 0.38803E+09 0.37647E+09 24 0.48307E+08 0.0000 -0.18286E+09 0.23116E+09 0.21119E+09 22 0.45573E+08 0.0000 -0.16758E+09 0.21315E+09 0.19441E+09 25 0.24202E+09 0.0000 -0.31554E+08 0.27358E+09 0.25925E+09 27 0.25734E+09 0.0000 -0.34325E+08 0.29167E+09 0.27611E+09 36 0.31292E+08 0.22782E-02 -0.28228E+09 0.31357E+09 0.29916E+09 34 0.29409E+08 0.20500E-02 -0.25968E+09 0.28909E+09 0.27556E+09 37 0.89834E+08 0.86849E-03 -0.85011E+08 0.17485E+09 0.15144E+09 39 0.94914E+08 0.91763E-03 -0.93065E+08 0.18798E+09 0.16280E+09 48 0.37994E+08 0.12959E-02 -0.23249E+09 0.27048E+09 0.25363E+09 46 0.35769E+08 0.11661E-02 -0.21351E+09 0.24928E+09 0.23346E+09 Max= 0.36374E+09 0.22782E-02 -0.22387E+08 0.38803E+09 0.37647E+09 Min= 0.29409E+08 -0.13353E-02 -0.28228E+09 0.17485E+09 0.15144E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.29233E+09 0.11229E-03 -0.26124E+08 0.31845E+09 0.30623E+09 3 0.31133E+09 0.19106E-03 -0.28372E+08 0.33970E+09 0.32644E+09 12 0.14679E+09 0.13347E-02 -0.60174E+08 0.20697E+09 0.18440E+09 10 0.13870E+09 0.12531E-02 -0.55059E+08 0.19376E+09 0.17294E+09 13 0.34113E+09 -0.13353E-02 -0.22387E+08 0.36351E+09 0.35285E+09 15 0.36374E+09 -0.13235E-02 -0.24284E+08 0.38803E+09 0.37647E+09 24 0.48307E+08 0.0000 -0.18286E+09 0.23116E+09 0.21119E+09 22 0.45573E+08 0.0000 -0.16758E+09 0.21315E+09 0.19441E+09 25 0.24202E+09 0.0000 -0.31554E+08 0.27358E+09 0.25925E+09 27 0.25734E+09 0.0000 -0.34325E+08 0.29167E+09 0.27611E+09 36 0.31292E+08 0.22782E-02 -0.28228E+09 0.31357E+09 0.29916E+09 34 0.29409E+08 0.20500E-02 -0.25968E+09 0.28909E+09 0.27556E+09 37 0.89834E+08 0.86849E-03 -0.85011E+08 0.17485E+09 0.15144E+09 39 0.94914E+08 0.91763E-03 -0.93065E+08 0.18798E+09 0.16280E+09 48 0.37994E+08 0.12959E-02 -0.23249E+09 0.27048E+09 0.25363E+09 46 0.35769E+08 0.11661E-02 -0.21351E+09 0.24928E+09 0.23346E+09 Max= 0.36374E+09 0.22782E-02 -0.22387E+08 0.38803E+09 0.37647E+09 Min= 0.29409E+08 -0.13353E-02 -0.28228E+09 0.17485E+09 0.15144E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 23 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.28847E+08 0.58995E-03 -0.13006E+09 0.15891E+09 0.14663E+09 3 0.31008E+08 0.63508E-03 -0.13995E+09 0.17096E+09 0.15776E+09 12 0.23536E+08 0.12894E-02 -0.18438E+09 0.20791E+09 0.19720E+09 10 0.21894E+08 0.11975E-02 -0.17137E+09 0.19326E+09 0.18330E+09 13 0.64860E+08 0.62698E-03 -0.57846E+08 0.12271E+09 0.10632E+09 15 0.69709E+08 0.67386E-03 -0.62253E+08 0.13196E+09 0.11434E+09 24 0.29461E+08 0.0000 -0.14730E+09 0.17676E+09 0.16403E+09 22 0.27407E+08 0.0000 -0.13690E+09 0.16430E+09 0.15246E+09 25 0.13884E+09 0.0000 -0.27023E+08 0.16586E+09 0.15414E+09 27 0.14924E+09 0.0000 -0.29077E+08 0.17832E+09 0.16571E+09 36 0.63362E+08 0.61265E-03 -0.68489E+08 0.13185E+09 0.11421E+09 34 0.58955E+08 0.57000E-03 -0.63640E+08 0.12259E+09 0.10620E+09 37 0.17343E+09 0.64491E-03 -0.21633E+08 0.19507E+09 0.18520E+09 39 0.18644E+09 0.69459E-03 -0.23275E+08 0.20972E+09 0.19911E+09 48 0.14186E+09 0.10147E-02 -0.30590E+08 0.17245E+09 0.15937E+09 46 0.13197E+09 0.94331E-03 -0.28429E+08 0.16040E+09 0.14825E+09 Max= 0.18644E+09 0.12894E-02 -0.21633E+08 0.20972E+09 0.19911E+09 Min= 0.21894E+08 0.0000 -0.18438E+09 0.12259E+09 0.10620E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.28847E+08 0.58995E-03 -0.13006E+09 0.15891E+09 0.14663E+09 3 0.31008E+08 0.63508E-03 -0.13995E+09 0.17096E+09 0.15776E+09 12 0.23536E+08 0.12894E-02 -0.18438E+09 0.20791E+09 0.19720E+09


ANNEXES

95

10 0.21894E+08 0.11975E-02 -0.17137E+09 0.19326E+09 0.18330E+09 13 0.64860E+08 0.62698E-03 -0.57846E+08 0.12271E+09 0.10632E+09 15 0.69709E+08 0.67386E-03 -0.62253E+08 0.13196E+09 0.11434E+09 24 0.29461E+08 0.0000 -0.14730E+09 0.17676E+09 0.16403E+09 22 0.27407E+08 0.0000 -0.13690E+09 0.16430E+09 0.15246E+09 25 0.13884E+09 0.0000 -0.27023E+08 0.16586E+09 0.15414E+09 27 0.14924E+09 0.0000 -0.29077E+08 0.17832E+09 0.16571E+09 36 0.63362E+08 0.61265E-03 -0.68489E+08 0.13185E+09 0.11421E+09 34 0.58955E+08 0.57000E-03 -0.63640E+08 0.12259E+09 0.10620E+09 37 0.17343E+09 0.64491E-03 -0.21633E+08 0.19507E+09 0.18520E+09 39 0.18644E+09 0.69459E-03 -0.23275E+08 0.20972E+09 0.19911E+09 48 0.14186E+09 0.10147E-02 -0.30590E+08 0.17245E+09 0.15937E+09 46 0.13197E+09 0.94331E-03 -0.28429E+08 0.16040E+09 0.14825E+09 Max= 0.18644E+09 0.12894E-02 -0.21633E+08 0.20972E+09 0.19911E+09 Min= 0.21894E+08 0.0000 -0.18438E+09 0.12259E+09 0.10620E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 24 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.34633E+08 0.45641E-03 -0.10833E+09 0.14296E+09 0.12918E+09 3 0.37226E+08 0.49103E-03 -0.11657E+09 0.15380E+09 0.13898E+09 12 0.32091E+08 0.59543E-03 -0.13523E+09 0.16732E+09 0.15381E+09 10 0.29854E+08 0.55312E-03 -0.12567E+09 0.15553E+09 0.14296E+09 13 0.57512E+08 0.55619E-03 -0.65236E+08 0.12275E+09 0.10637E+09 15 0.61811E+08 0.59780E-03 -0.70207E+08 0.13202E+09 0.11441E+09 24 0.40726E+08 0.0000 -0.10655E+09 0.14728E+09 0.13173E+09 22 0.37891E+08 0.0000 -0.99018E+08 0.13691E+09 0.12244E+09 25 0.10071E+09 0.0000 -0.37254E+08 0.13796E+09 0.12362E+09 27 0.10825E+09 0.0000 -0.40090E+08 0.14834E+09 0.13291E+09 36 0.71455E+08 0.69054E-03 -0.60731E+08 0.13219E+09 0.11460E+09 34 0.66485E+08 0.64250E-03 -0.56432E+08 0.12292E+09 0.10657E+09 37 0.12756E+09 0.94936E-03 -0.29413E+08 0.15697E+09 0.14453E+09 39 0.13712E+09 0.10211E-02 -0.31649E+08 0.16876E+09 0.15538E+09 48 0.11835E+09 0.10013E-02 -0.36669E+08 0.15501E+09 0.14032E+09 46 0.11010E+09 0.93124E-03 -0.34076E+08 0.14418E+09 0.13052E+09 Max= 0.13712E+09 0.10211E-02 -0.29413E+08 0.16876E+09 0.15538E+09 Min= 0.29854E+08 0.0000 -0.13523E+09 0.12275E+09 0.10637E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.34633E+08 0.45641E-03 -0.10833E+09 0.14296E+09 0.12918E+09 3 0.37226E+08 0.49103E-03 -0.11657E+09 0.15380E+09 0.13898E+09 12 0.32091E+08 0.59543E-03 -0.13523E+09 0.16732E+09 0.15381E+09 10 0.29854E+08 0.55312E-03 -0.12567E+09 0.15553E+09 0.14296E+09 13 0.57512E+08 0.55619E-03 -0.65236E+08 0.12275E+09 0.10637E+09 15 0.61811E+08 0.59780E-03 -0.70207E+08 0.13202E+09 0.11441E+09 24 0.40726E+08 0.0000 -0.10655E+09 0.14728E+09 0.13173E+09 22 0.37891E+08 0.0000 -0.99018E+08 0.13691E+09 0.12244E+09 25 0.10071E+09 0.0000 -0.37254E+08 0.13796E+09 0.12362E+09 27 0.10825E+09 0.0000 -0.40090E+08 0.14834E+09 0.13291E+09 36 0.71455E+08 0.69054E-03 -0.60731E+08 0.13219E+09 0.11460E+09 34 0.66485E+08 0.64250E-03 -0.56432E+08 0.12292E+09 0.10657E+09 37 0.12756E+09 0.94936E-03 -0.29413E+08 0.15697E+09 0.14453E+09 39 0.13712E+09 0.10211E-02 -0.31649E+08 0.16876E+09 0.15538E+09 48 0.11835E+09 0.10013E-02 -0.36669E+08 0.15501E+09 0.14032E+09 46 0.11010E+09 0.93124E-03 -0.34076E+08 0.14418E+09 0.13052E+09 Max= 0.13712E+09 0.10211E-02 -0.29413E+08 0.16876E+09 0.15538E+09 Min= 0.29854E+08 0.0000 -0.13523E+09 0.12275E+09 0.10637E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 25 SECTION ID = 2


ANNEXES

96

ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.42370E+08 0.43999E-03 -0.88550E+08 0.13092E+09 0.11571E+09 3 0.45539E+08 0.47304E-03 -0.95293E+08 0.14083E+09 0.12448E+09 12 0.46966E+08 0.47909E-03 -0.92399E+08 0.13936E+09 0.12281E+09 10 0.43697E+08 0.44564E-03 -0.85861E+08 0.12956E+09 0.11416E+09 13 0.51042E+08 0.49705E-03 -0.73505E+08 0.12455E+09 0.10844E+09 15 0.54859E+08 0.53423E-03 -0.79105E+08 0.13396E+09 0.11665E+09 24 0.59328E+08 0.0000 -0.73145E+08 0.13247E+09 0.11493E+09 22 0.55201E+08 0.0000 -0.67967E+08 0.12317E+09 0.10686E+09 25 0.69263E+08 0.0000 -0.54168E+08 0.12343E+09 0.10716E+09 27 0.74441E+08 0.0000 -0.58295E+08 0.13274E+09 0.11524E+09 36 0.80490E+08 0.77317E-03 -0.53915E+08 0.13440E+09 0.11715E+09 34 0.74890E+08 0.71930E-03 -0.50098E+08 0.12499E+09 0.10895E+09 37 0.87413E+08 0.81803E-03 -0.42921E+08 0.13033E+09 0.11504E+09 39 0.93952E+08 0.87934E-03 -0.46189E+08 0.14014E+09 0.12369E+09 48 0.96877E+08 0.89913E-03 -0.44795E+08 0.14167E+09 0.12542E+09 46 0.90134E+08 0.83636E-03 -0.41625E+08 0.13176E+09 0.11666E+09 Max= 0.96877E+08 0.89913E-03 -0.41625E+08 0.14167E+09 0.12542E+09 Min= 0.42370E+08 0.0000 -0.95293E+08 0.12317E+09 0.10686E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.42370E+08 0.43999E-03 -0.88550E+08 0.13092E+09 0.11571E+09 3 0.45539E+08 0.47304E-03 -0.95293E+08 0.14083E+09 0.12448E+09 12 0.46966E+08 0.47909E-03 -0.92399E+08 0.13936E+09 0.12281E+09 10 0.43697E+08 0.44564E-03 -0.85861E+08 0.12956E+09 0.11416E+09 13 0.51042E+08 0.49705E-03 -0.73505E+08 0.12455E+09 0.10844E+09 15 0.54859E+08 0.53423E-03 -0.79105E+08 0.13396E+09 0.11665E+09 24 0.59328E+08 0.0000 -0.73145E+08 0.13247E+09 0.11493E+09 22 0.55201E+08 0.0000 -0.67967E+08 0.12317E+09 0.10686E+09 25 0.69263E+08 0.0000 -0.54168E+08 0.12343E+09 0.10716E+09 27 0.74441E+08 0.0000 -0.58295E+08 0.13274E+09 0.11524E+09 36 0.80490E+08 0.77317E-03 -0.53915E+08 0.13440E+09 0.11715E+09 34 0.74890E+08 0.71930E-03 -0.50098E+08 0.12499E+09 0.10895E+09 37 0.87413E+08 0.81803E-03 -0.42921E+08 0.13033E+09 0.11504E+09 39 0.93952E+08 0.87934E-03 -0.46189E+08 0.14014E+09 0.12369E+09 48 0.96877E+08 0.89913E-03 -0.44795E+08 0.14167E+09 0.12542E+09 46 0.90134E+08 0.83636E-03 -0.41625E+08 0.13176E+09 0.11666E+09 Max= 0.96877E+08 0.89913E-03 -0.41625E+08 0.14167E+09 0.12542E+09 Min= 0.42370E+08 0.0000 -0.95293E+08 0.12317E+09 0.10686E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 26 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.52628E+08 0.51083E-03 -0.71291E+08 0.12392E+09 0.10772E+09 3 0.56563E+08 0.54911E-03 -0.76722E+08 0.13328E+09 0.11587E+09 12 0.72296E+08 0.69846E-03 -0.60026E+08 0.13232E+09 0.11476E+09 10 0.67267E+08 0.64991E-03 -0.55776E+08 0.12304E+09 0.10671E+09 13 0.45414E+08 0.45501E-03 -0.82615E+08 0.12803E+09 0.11243E+09 15 0.48810E+08 0.48918E-03 -0.88907E+08 0.13772E+09 0.12094E+09 24 0.87684E+08 0.0000 -0.49491E+08 0.13718E+09 0.12032E+09 22 0.81583E+08 0.0000 -0.45988E+08 0.12757E+09 0.11190E+09 25 0.46838E+08 0.0000 -0.80104E+08 0.12694E+09 0.11119E+09 27 0.50340E+08 0.0000 -0.86205E+08 0.13655E+09 0.11960E+09 36 0.90420E+08 0.85386E-03 -0.47994E+08 0.13841E+09 0.12173E+09 34 0.84128E+08 0.79432E-03 -0.44597E+08 0.12873E+09 0.11322E+09 37 0.56843E+08 0.54982E-03 -0.66005E+08 0.12285E+09 0.10649E+09 39 0.61092E+08 0.59091E-03 -0.71033E+08 0.13213E+09 0.11453E+09 48 0.78072E+08 0.75175E-03 -0.55584E+08 0.13366E+09 0.11629E+09 46 0.72641E+08 0.69942E-03 -0.51650E+08 0.12429E+09 0.10815E+09 Max= 0.90420E+08 0.85386E-03 -0.44597E+08 0.13841E+09 0.12173E+09


ANNEXES

97

Min= 0.45414E+08 0.0000 -0.88907E+08 0.12285E+09 0.10649E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.52628E+08 0.51083E-03 -0.71291E+08 0.12392E+09 0.10772E+09 3 0.56563E+08 0.54911E-03 -0.76722E+08 0.13328E+09 0.11587E+09 12 0.72296E+08 0.69846E-03 -0.60026E+08 0.13232E+09 0.11476E+09 10 0.67267E+08 0.64991E-03 -0.55776E+08 0.12304E+09 0.10671E+09 13 0.45414E+08 0.45501E-03 -0.82615E+08 0.12803E+09 0.11243E+09 15 0.48810E+08 0.48918E-03 -0.88907E+08 0.13772E+09 0.12094E+09 24 0.87684E+08 0.0000 -0.49491E+08 0.13718E+09 0.12032E+09 22 0.81583E+08 0.0000 -0.45988E+08 0.12757E+09 0.11190E+09 25 0.46838E+08 0.0000 -0.80104E+08 0.12694E+09 0.11119E+09 27 0.50340E+08 0.0000 -0.86205E+08 0.13655E+09 0.11960E+09 36 0.90420E+08 0.85386E-03 -0.47994E+08 0.13841E+09 0.12173E+09 34 0.84128E+08 0.79432E-03 -0.44597E+08 0.12873E+09 0.11322E+09 37 0.56843E+08 0.54982E-03 -0.66005E+08 0.12285E+09 0.10649E+09 39 0.61092E+08 0.59091E-03 -0.71033E+08 0.13213E+09 0.11453E+09 48 0.78072E+08 0.75175E-03 -0.55584E+08 0.13366E+09 0.11629E+09 46 0.72641E+08 0.69942E-03 -0.51650E+08 0.12429E+09 0.10815E+09 Max= 0.90420E+08 0.85386E-03 -0.44597E+08 0.13841E+09 0.12173E+09 Min= 0.45414E+08 0.0000 -0.88907E+08 0.12285E+09 0.10649E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 29 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.20275E+09 -0.79920E-02 -0.41914E+07 0.20695E+09 0.20488E+09 3 0.21910E+09 -0.70201E-02 -0.52794E+07 0.22438E+09 0.22179E+09 12 0.45278E+09 -0.80506E-01 -0.25547E+07 0.45534E+09 0.45407E+09 10 0.40331E+09 -0.77843E-01 -0.21071E+07 0.40542E+09 0.40437E+09 13 0.12165E+08 0.37000E-03 -0.69857E+08 0.82022E+08 0.76667E+08 15 0.11917E+08 0.70570E-03 -0.97063E+08 0.10898E+09 0.10354E+09 24 0.48797E+09 0.0000 -0.23705E+07 0.49034E+09 0.48916E+09 22 0.43348E+09 0.0000 -0.19605E+07 0.43544E+09 0.43446E+09 25 0.38403E+07 0.0000 -0.22129E+09 0.22513E+09 0.22324E+09 27 0.41951E+07 0.0000 -0.27573E+09 0.27993E+09 0.27785E+09 36 0.30303E+09 -0.22034E-01 -0.38172E+07 0.30684E+09 0.30495E+09 34 0.27485E+09 -0.22790E-01 -0.30920E+07 0.27794E+09 0.27641E+09 37 0.44361E+07 0.83794E-02 -0.19157E+09 0.19601E+09 0.19383E+09 39 0.48003E+07 0.12346E-01 -0.24097E+09 0.24577E+09 0.24340E+09 48 0.34133E+08 0.33001E-03 -0.33888E+08 0.68021E+08 0.58908E+08 46 0.37915E+08 0.36149E-03 -0.22414E+08 0.60329E+08 0.52818E+08 Max= 0.48797E+09 0.12346E-01 -0.19605E+07 0.49034E+09 0.48916E+09 Min= 0.38403E+07 -0.80506E-01 -0.27573E+09 0.60329E+08 0.52818E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.20275E+09 -0.79920E-02 -0.41914E+07 0.20695E+09 0.20488E+09 3 0.21910E+09 -0.70201E-02 -0.52794E+07 0.22438E+09 0.22179E+09 12 0.45278E+09 -0.80506E-01 -0.25547E+07 0.45534E+09 0.45407E+09 10 0.40331E+09 -0.77843E-01 -0.21071E+07 0.40542E+09 0.40437E+09 13 0.12165E+08 0.37000E-03 -0.69857E+08 0.82022E+08 0.76667E+08 15 0.11917E+08 0.70570E-03 -0.97063E+08 0.10898E+09 0.10354E+09 24 0.48797E+09 0.0000 -0.23705E+07 0.49034E+09 0.48916E+09 22 0.43348E+09 0.0000 -0.19605E+07 0.43544E+09 0.43446E+09 25 0.38403E+07 0.0000 -0.22129E+09 0.22513E+09 0.22324E+09 27 0.41951E+07 0.0000 -0.27573E+09 0.27993E+09 0.27785E+09 36 0.30303E+09 -0.22034E-01 -0.38172E+07 0.30684E+09 0.30495E+09 34 0.27485E+09 -0.22790E-01 -0.30920E+07 0.27794E+09 0.27641E+09 37 0.44361E+07 0.83794E-02 -0.19157E+09 0.19601E+09 0.19383E+09 39 0.48003E+07 0.12346E-01 -0.24097E+09 0.24577E+09 0.24340E+09 48 0.34133E+08 0.33001E-03 -0.33888E+08 0.68021E+08 0.58908E+08 46 0.37915E+08 0.36149E-03 -0.22414E+08 0.60329E+08 0.52818E+08


ANNEXES

98

Max= 0.48797E+09 0.12346E-01 -0.19605E+07 0.49034E+09 0.48916E+09 Min= 0.38403E+07 -0.80506E-01 -0.27573E+09 0.60329E+08 0.52818E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 30 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.16280E+09 -0.34159E-02 -0.52199E+07 0.16802E+09 0.16548E+09 3 0.17271E+09 -0.26237E-02 -0.66975E+07 0.17940E+09 0.17615E+09 12 0.26179E+09 -0.13375E-01 -0.44185E+07 0.26621E+09 0.26403E+09 10 0.23944E+09 -0.14346E-01 -0.35492E+07 0.24299E+09 0.24124E+09 13 0.63123E+08 0.44834E-03 -0.13463E+08 0.76586E+08 0.70821E+08 15 0.59529E+08 0.51199E-03 -0.19431E+08 0.78960E+08 0.71260E+08 24 0.26503E+09 0.0000 -0.43644E+07 0.26940E+09 0.26724E+09 22 0.24223E+09 0.0000 -0.35084E+07 0.24574E+09 0.24400E+09 25 0.19323E+08 0.0000 -0.43979E+08 0.63302E+08 0.56190E+08 27 0.17925E+08 0.0000 -0.64529E+08 0.82455E+08 0.75114E+08 36 0.18038E+09 -0.31927E-02 -0.64127E+07 0.18679E+09 0.18367E+09 34 0.16942E+09 -0.40246E-02 -0.50161E+07 0.17444E+09 0.17198E+09 37 0.20213E+08 0.20957E-03 -0.42043E+08 0.62257E+08 0.55010E+08 39 0.18665E+08 0.26029E-03 -0.61973E+08 0.80638E+08 0.73114E+08 48 0.65669E+08 0.52627E-03 -0.17614E+08 0.83284E+08 0.76023E+08 46 0.68828E+08 0.42843E-03 -0.12347E+08 0.81175E+08 0.75760E+08 Max= 0.26503E+09 0.52627E-03 -0.35084E+07 0.26940E+09 0.26724E+09 Min= 0.17925E+08 -0.14346E-01 -0.64529E+08 0.62257E+08 0.55010E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.16280E+09 -0.34159E-02 -0.52199E+07 0.16802E+09 0.16548E+09 3 0.17271E+09 -0.26237E-02 -0.66975E+07 0.17940E+09 0.17615E+09 12 0.26179E+09 -0.13375E-01 -0.44185E+07 0.26621E+09 0.26403E+09 10 0.23944E+09 -0.14346E-01 -0.35492E+07 0.24299E+09 0.24124E+09 13 0.63123E+08 0.44834E-03 -0.13463E+08 0.76586E+08 0.70821E+08 15 0.59529E+08 0.51199E-03 -0.19431E+08 0.78960E+08 0.71260E+08 24 0.26503E+09 0.0000 -0.43644E+07 0.26940E+09 0.26724E+09 22 0.24223E+09 0.0000 -0.35084E+07 0.24574E+09 0.24400E+09 25 0.19323E+08 0.0000 -0.43979E+08 0.63302E+08 0.56190E+08 27 0.17925E+08 0.0000 -0.64529E+08 0.82455E+08 0.75114E+08 36 0.18038E+09 -0.31927E-02 -0.64127E+07 0.18679E+09 0.18367E+09 34 0.16942E+09 -0.40246E-02 -0.50161E+07 0.17444E+09 0.17198E+09 37 0.20213E+08 0.20957E-03 -0.42043E+08 0.62257E+08 0.55010E+08 39 0.18665E+08 0.26029E-03 -0.61973E+08 0.80638E+08 0.73114E+08 48 0.65669E+08 0.52627E-03 -0.17614E+08 0.83284E+08 0.76023E+08 46 0.68828E+08 0.42843E-03 -0.12347E+08 0.81175E+08 0.75760E+08 Max= 0.26503E+09 0.52627E-03 -0.35084E+07 0.26940E+09 0.26724E+09 Min= 0.17925E+08 -0.14346E-01 -0.64529E+08 0.62257E+08 0.55010E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 31 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.12349E+09 -0.83981E-03 -0.68819E+07 0.13037E+09 0.12707E+09 3 0.12729E+09 -0.33151E-03 -0.90874E+07 0.13637E+09 0.13207E+09 12 0.79133E+08 0.50532E-03 -0.14617E+08 0.93750E+08 0.87363E+08 10 0.81072E+08 0.32529E-03 -0.10482E+08 0.91554E+08 0.86789E+08 13 0.16225E+09 -0.33673E-02 -0.52377E+07 0.16749E+09 0.16493E+09 15 0.17207E+09 -0.25787E-02 -0.67225E+07 0.17879E+09 0.17552E+09 24 0.56287E+08 0.0000 -0.20550E+08 0.76837E+08 0.68900E+08 22 0.60069E+08 0.0000 -0.14147E+08 0.74217E+08 0.68252E+08 25 0.17305E+09 0.0000 -0.49108E+07 0.17796E+09 0.17556E+09 27 0.18459E+09 0.0000 -0.62662E+07 0.19086E+09 0.18781E+09 36 0.66196E+08 0.52685E-03 -0.17474E+08 0.83670E+08 0.76446E+08


ANNEXES

99

34 0.69313E+08 0.42596E-03 -0.12261E+08 0.81574E+08 0.76187E+08 37 0.14917E+09 -0.23298E-02 -0.56969E+07 0.15487E+09 0.15210E+09 39 0.15692E+09 -0.16282E-02 -0.73713E+07 0.16429E+09 0.16073E+09 48 0.10670E+09 0.19262E-03 -0.10840E+08 0.11755E+09 0.11252E+09 46 0.10551E+09 -0.17318E-03 -0.80541E+07 0.11357E+09 0.10976E+09 Max= 0.18459E+09 0.52685E-03 -0.49108E+07 0.19086E+09 0.18781E+09 Min= 0.56287E+08 -0.33673E-02 -0.20550E+08 0.74217E+08 0.68252E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.12349E+09 -0.83981E-03 -0.68819E+07 0.13037E+09 0.12707E+09 3 0.12729E+09 -0.33151E-03 -0.90874E+07 0.13637E+09 0.13207E+09 12 0.79133E+08 0.50532E-03 -0.14617E+08 0.93750E+08 0.87363E+08 10 0.81072E+08 0.32529E-03 -0.10482E+08 0.91554E+08 0.86789E+08 13 0.16225E+09 -0.33673E-02 -0.52377E+07 0.16749E+09 0.16493E+09 15 0.17207E+09 -0.25787E-02 -0.67225E+07 0.17879E+09 0.17552E+09 24 0.56287E+08 0.0000 -0.20550E+08 0.76837E+08 0.68900E+08 22 0.60069E+08 0.0000 -0.14147E+08 0.74217E+08 0.68252E+08 25 0.17305E+09 0.0000 -0.49108E+07 0.17796E+09 0.17556E+09 27 0.18459E+09 0.0000 -0.62662E+07 0.19086E+09 0.18781E+09 36 0.66196E+08 0.52685E-03 -0.17474E+08 0.83670E+08 0.76446E+08 34 0.69313E+08 0.42596E-03 -0.12261E+08 0.81574E+08 0.76187E+08 37 0.14917E+09 -0.23298E-02 -0.56969E+07 0.15487E+09 0.15210E+09 39 0.15692E+09 -0.16282E-02 -0.73713E+07 0.16429E+09 0.16073E+09 48 0.10670E+09 0.19262E-03 -0.10840E+08 0.11755E+09 0.11252E+09 46 0.10551E+09 -0.17318E-03 -0.80541E+07 0.11357E+09 0.10976E+09 Max= 0.18459E+09 0.52685E-03 -0.49108E+07 0.19086E+09 0.18781E+09 Min= 0.56287E+08 -0.33673E-02 -0.20550E+08 0.74217E+08 0.68252E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 32 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.85558E+08 0.26486E-03 -0.99328E+07 0.95490E+08 0.90932E+08 3 0.84138E+08 0.47736E-03 -0.13748E+08 0.97886E+08 0.91787E+08 12 0.84556E+07 0.20771E-02 -0.13680E+09 0.14525E+09 0.14122E+09 10 0.82532E+07 0.11761E-02 -0.10297E+09 0.11122E+09 0.10733E+09 13 0.26754E+09 -0.20844E-01 -0.31764E+07 0.27072E+09 0.26914E+09 15 0.29451E+09 -0.20023E-01 -0.39275E+07 0.29844E+09 0.29650E+09 24 0.59281E+07 0.0000 -0.19512E+09 0.20105E+09 0.19815E+09 22 0.55744E+07 0.0000 -0.15245E+09 0.15803E+09 0.15531E+09 25 0.36328E+09 0.0000 -0.23393E+07 0.36562E+09 0.36446E+09 27 0.40611E+09 0.0000 -0.28483E+07 0.40896E+09 0.40754E+09 36 0.12931E+08 0.55542E-03 -0.89453E+08 0.10238E+09 0.96570E+08 34 0.13351E+08 0.29730E-03 -0.63651E+08 0.77003E+08 0.71271E+08 37 0.31151E+09 -0.34292E-01 -0.27281E+07 0.31424E+09 0.31288E+09 39 0.34575E+09 -0.34037E-01 -0.33455E+07 0.34910E+09 0.34744E+09 48 0.15132E+09 -0.13285E-02 -0.76442E+07 0.15896E+09 0.15528E+09 46 0.14433E+09 -0.19955E-02 -0.58882E+07 0.15022E+09 0.14736E+09 Max= 0.40611E+09 0.20771E-02 -0.23393E+07 0.40896E+09 0.40754E+09 Min= 0.55744E+07 -0.34292E-01 -0.19512E+09 0.77003E+08 0.71271E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.85558E+08 0.26486E-03 -0.99328E+07 0.95490E+08 0.90932E+08 3 0.84138E+08 0.47736E-03 -0.13748E+08 0.97886E+08 0.91787E+08 12 0.84556E+07 0.20771E-02 -0.13680E+09 0.14525E+09 0.14122E+09 10 0.82532E+07 0.11761E-02 -0.10297E+09 0.11122E+09 0.10733E+09 13 0.26754E+09 -0.20844E-01 -0.31764E+07 0.27072E+09 0.26914E+09 15 0.29451E+09 -0.20023E-01 -0.39275E+07 0.29844E+09 0.29650E+09 24 0.59281E+07 0.0000 -0.19512E+09 0.20105E+09 0.19815E+09 22 0.55744E+07 0.0000 -0.15245E+09 0.15803E+09 0.15531E+09 25 0.36328E+09 0.0000 -0.23393E+07 0.36562E+09 0.36446E+09


ANNEXES

100

27 0.40611E+09 0.0000 -0.28483E+07 0.40896E+09 0.40754E+09 36 0.12931E+08 0.55542E-03 -0.89453E+08 0.10238E+09 0.96570E+08 34 0.13351E+08 0.29730E-03 -0.63651E+08 0.77003E+08 0.71271E+08 37 0.31151E+09 -0.34292E-01 -0.27281E+07 0.31424E+09 0.31288E+09 39 0.34575E+09 -0.34037E-01 -0.33455E+07 0.34910E+09 0.34744E+09 48 0.15132E+09 -0.13285E-02 -0.76442E+07 0.15896E+09 0.15528E+09 46 0.14433E+09 -0.19955E-02 -0.58882E+07 0.15022E+09 0.14736E+09 Max= 0.40611E+09 0.20771E-02 -0.23393E+07 0.40896E+09 0.40754E+09 Min= 0.55744E+07 -0.34292E-01 -0.19512E+09 0.77003E+08 0.71271E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 35 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.30970E+08 0.29942E-03 -0.31333E+08 0.62303E+08 0.53956E+08 3 0.36493E+08 0.35282E-03 -0.36194E+08 0.72686E+08 0.62948E+08 12 0.52668E+07 0.12157E-01 -0.25078E+09 0.25605E+09 0.25346E+09 10 0.45016E+07 0.10512E-01 -0.21556E+09 0.22006E+09 0.21785E+09 13 0.21257E+09 -0.79660E-02 -0.45650E+07 0.21713E+09 0.21489E+09 15 0.24871E+09 -0.93916E-02 -0.53107E+07 0.25402E+09 0.25140E+09 24 0.37334E+07 0.0000 -0.35379E+09 0.35752E+09 0.35567E+09 22 0.31935E+07 0.0000 -0.30386E+09 0.30705E+09 0.30547E+09 25 0.29527E+09 0.0000 -0.32864E+07 0.29856E+09 0.29693E+09 27 0.34520E+09 0.0000 -0.38262E+07 0.34902E+09 0.34713E+09 36 0.51351E+07 0.13148E-01 -0.25721E+09 0.26235E+09 0.25982E+09 34 0.43894E+07 0.11367E-01 -0.22107E+09 0.22546E+09 0.22330E+09 37 0.20707E+09 -0.72312E-02 -0.46863E+07 0.21175E+09 0.20945E+09 39 0.24229E+09 -0.85283E-02 -0.54514E+07 0.24774E+09 0.24506E+09 48 0.32129E+08 0.31127E-03 -0.41109E+08 0.73238E+08 0.63585E+08 46 0.27269E+08 0.26436E-03 -0.35586E+08 0.62855E+08 0.54592E+08 Max= 0.34520E+09 0.13148E-01 -0.32864E+07 0.35752E+09 0.35567E+09 Min= 0.31935E+07 -0.93916E-02 -0.35379E+09 0.62303E+08 0.53956E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.30970E+08 0.29942E-03 -0.31333E+08 0.62303E+08 0.53956E+08 3 0.36493E+08 0.35282E-03 -0.36194E+08 0.72686E+08 0.62948E+08 12 0.52668E+07 0.12157E-01 -0.25078E+09 0.25605E+09 0.25346E+09 10 0.45016E+07 0.10512E-01 -0.21556E+09 0.22006E+09 0.21785E+09 13 0.21257E+09 -0.79660E-02 -0.45650E+07 0.21713E+09 0.21489E+09 15 0.24871E+09 -0.93916E-02 -0.53107E+07 0.25402E+09 0.25140E+09 24 0.37334E+07 0.0000 -0.35379E+09 0.35752E+09 0.35567E+09 22 0.31935E+07 0.0000 -0.30386E+09 0.30705E+09 0.30547E+09 25 0.29527E+09 0.0000 -0.32864E+07 0.29856E+09 0.29693E+09 27 0.34520E+09 0.0000 -0.38262E+07 0.34902E+09 0.34713E+09 36 0.51351E+07 0.13148E-01 -0.25721E+09 0.26235E+09 0.25982E+09 34 0.43894E+07 0.11367E-01 -0.22107E+09 0.22546E+09 0.22330E+09 37 0.20707E+09 -0.72312E-02 -0.46863E+07 0.21175E+09 0.20945E+09 39 0.24229E+09 -0.85283E-02 -0.54514E+07 0.24774E+09 0.24506E+09 48 0.32129E+08 0.31127E-03 -0.41109E+08 0.73238E+08 0.63585E+08 46 0.27269E+08 0.26436E-03 -0.35586E+08 0.62855E+08 0.54592E+08 Max= 0.34520E+09 0.13148E-01 -0.32864E+07 0.35752E+09 0.35567E+09 Min= 0.31935E+07 -0.93916E-02 -0.35379E+09 0.62303E+08 0.53956E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 36 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.23551E+08 0.23429E-03 -0.41204E+08 0.64755E+08 0.56770E+08 3 0.27740E+08 0.27512E-03 -0.47613E+08 0.75353E+08 0.66010E+08 12 0.11824E+08 0.94625E-03 -0.11171E+09 0.12353E+09 0.11807E+09


ANNEXES

101

10 0.10076E+08 0.82588E-03 -0.96311E+08 0.10639E+09 0.10172E+09 13 0.72172E+08 0.46420E-03 -0.13445E+08 0.85618E+08 0.79749E+08 15 0.84812E+08 0.53885E-03 -0.15573E+08 0.10038E+09 0.93575E+08 24 0.98715E+07 0.0000 -0.13380E+09 0.14367E+09 0.13900E+09 22 0.84189E+07 0.0000 -0.11526E+09 0.12368E+09 0.11969E+09 25 0.10721E+09 0.0000 -0.90509E+07 0.11627E+09 0.11201E+09 27 0.12575E+09 0.0000 -0.10503E+08 0.13625E+09 0.13132E+09 36 0.14320E+08 0.53720E-03 -0.92238E+08 0.10656E+09 0.10017E+09 34 0.12191E+08 0.46911E-03 -0.79598E+08 0.91789E+08 0.86342E+08 37 0.88517E+08 0.32386E-03 -0.10963E+08 0.99480E+08 0.94477E+08 39 0.10391E+09 0.36924E-03 -0.12710E+08 0.11663E+09 0.11082E+09 48 0.42367E+08 0.40836E-03 -0.31175E+08 0.73542E+08 0.63935E+08 46 0.35959E+08 0.34680E-03 -0.26986E+08 0.62945E+08 0.54696E+08 Max= 0.12575E+09 0.94625E-03 -0.90509E+07 0.14367E+09 0.13900E+09 Min= 0.84189E+07 0.0000 -0.13380E+09 0.62945E+08 0.54696E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.23551E+08 0.23429E-03 -0.41204E+08 0.64755E+08 0.56770E+08 3 0.27740E+08 0.27512E-03 -0.47613E+08 0.75353E+08 0.66010E+08 12 0.11824E+08 0.94625E-03 -0.11171E+09 0.12353E+09 0.11807E+09 10 0.10076E+08 0.82588E-03 -0.96311E+08 0.10639E+09 0.10172E+09 13 0.72172E+08 0.46420E-03 -0.13445E+08 0.85618E+08 0.79749E+08 15 0.84812E+08 0.53885E-03 -0.15573E+08 0.10038E+09 0.93575E+08 24 0.98715E+07 0.0000 -0.13380E+09 0.14367E+09 0.13900E+09 22 0.84189E+07 0.0000 -0.11526E+09 0.12368E+09 0.11969E+09 25 0.10721E+09 0.0000 -0.90509E+07 0.11627E+09 0.11201E+09 27 0.12575E+09 0.0000 -0.10503E+08 0.13625E+09 0.13132E+09 36 0.14320E+08 0.53720E-03 -0.92238E+08 0.10656E+09 0.10017E+09 34 0.12191E+08 0.46911E-03 -0.79598E+08 0.91789E+08 0.86342E+08 37 0.88517E+08 0.32386E-03 -0.10963E+08 0.99480E+08 0.94477E+08 39 0.10391E+09 0.36924E-03 -0.12710E+08 0.11663E+09 0.11082E+09 48 0.42367E+08 0.40836E-03 -0.31175E+08 0.73542E+08 0.63935E+08 46 0.35959E+08 0.34680E-03 -0.26986E+08 0.62945E+08 0.54696E+08 Max= 0.12575E+09 0.94625E-03 -0.90509E+07 0.14367E+09 0.13900E+09 Min= 0.84189E+07 0.0000 -0.13380E+09 0.62945E+08 0.54696E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 37 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.18244E+08 0.22659E-03 -0.53188E+08 0.71432E+08 0.64282E+08 3 0.21471E+08 0.26314E-03 -0.61515E+08 0.82986E+08 0.74605E+08 12 0.65814E+08 0.55386E-03 -0.20069E+08 0.85883E+08 0.77814E+08 10 0.55938E+08 0.47343E-03 -0.17348E+08 0.73285E+08 0.66335E+08 13 0.96814E+07 0.93554E-03 -0.10023E+09 0.10991E+09 0.10541E+09 15 0.11359E+08 0.10723E-02 -0.11628E+09 0.12764E+09 0.12235E+09 24 0.11380E+09 0.0000 -0.11606E+08 0.12541E+09 0.12003E+09 22 0.96982E+08 0.0000 -0.10006E+08 0.10699E+09 0.10235E+09 25 0.92500E+07 0.0000 -0.10491E+09 0.11416E+09 0.10982E+09 27 0.10851E+08 0.0000 -0.12173E+09 0.13258E+09 0.12750E+09 36 0.10842E+09 0.30318E-03 -0.12182E+08 0.12060E+09 0.11500E+09 34 0.92375E+08 0.26860E-03 -0.10505E+08 0.10288E+09 0.98050E+08 37 0.15467E+08 0.27247E-03 -0.62738E+08 0.78205E+08 0.71733E+08 39 0.18189E+08 0.31378E-03 -0.72615E+08 0.90804E+08 0.83214E+08 48 0.55264E+08 0.50744E-03 -0.23900E+08 0.79164E+08 0.70328E+08 46 0.46937E+08 0.43232E-03 -0.20674E+08 0.67611E+08 0.60007E+08 Max= 0.11380E+09 0.10723E-02 -0.10006E+08 0.13258E+09 0.12750E+09 Min= 0.92500E+07 0.0000 -0.12173E+09 0.67611E+08 0.60007E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.18244E+08 0.22659E-03 -0.53188E+08 0.71432E+08 0.64282E+08


ANNEXES

102

3 0.21471E+08 0.26314E-03 -0.61515E+08 0.82986E+08 0.74605E+08 12 0.65814E+08 0.55386E-03 -0.20069E+08 0.85883E+08 0.77814E+08 10 0.55938E+08 0.47343E-03 -0.17348E+08 0.73285E+08 0.66335E+08 13 0.96814E+07 0.93554E-03 -0.10023E+09 0.10991E+09 0.10541E+09 15 0.11359E+08 0.10723E-02 -0.11628E+09 0.12764E+09 0.12235E+09 24 0.11380E+09 0.0000 -0.11606E+08 0.12541E+09 0.12003E+09 22 0.96982E+08 0.0000 -0.10006E+08 0.10699E+09 0.10235E+09 25 0.92500E+07 0.0000 -0.10491E+09 0.11416E+09 0.10982E+09 27 0.10851E+08 0.0000 -0.12173E+09 0.13258E+09 0.12750E+09 36 0.10842E+09 0.30318E-03 -0.12182E+08 0.12060E+09 0.11500E+09 34 0.92375E+08 0.26860E-03 -0.10505E+08 0.10288E+09 0.98050E+08 37 0.15467E+08 0.27247E-03 -0.62738E+08 0.78205E+08 0.71733E+08 39 0.18189E+08 0.31378E-03 -0.72615E+08 0.90804E+08 0.83214E+08 48 0.55264E+08 0.50744E-03 -0.23900E+08 0.79164E+08 0.70328E+08 46 0.46937E+08 0.43232E-03 -0.20674E+08 0.67611E+08 0.60007E+08 Max= 0.11380E+09 0.10723E-02 -0.10006E+08 0.13258E+09 0.12750E+09 Min= 0.92500E+07 0.0000 -0.12173E+09 0.67611E+08 0.60007E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 38 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.14534E+08 0.30567E-03 -0.66767E+08 0.81301E+08 0.75096E+08 3 0.17086E+08 0.35119E-03 -0.77302E+08 0.94388E+08 0.87111E+08 12 0.19804E+09 -0.38381E-02 -0.66692E+07 0.20471E+09 0.20146E+09 10 0.16915E+09 -0.32402E-02 -0.57367E+07 0.17489E+09 0.17209E+09 13 0.39801E+07 0.15377E-01 -0.24381E+09 0.24779E+09 0.24582E+09 15 0.46551E+07 0.17803E-01 -0.28373E+09 0.28839E+09 0.28609E+09 24 0.33229E+09 0.0000 -0.39748E+07 0.33627E+09 0.33430E+09 22 0.28421E+09 0.0000 -0.34143E+07 0.28762E+09 0.28593E+09 25 0.33143E+07 0.0000 -0.29279E+09 0.29610E+09 0.29446E+09 27 0.38748E+07 0.0000 -0.34087E+09 0.34475E+09 0.34283E+09 36 0.27519E+09 -0.13495E-01 -0.47995E+07 0.27999E+09 0.27763E+09 34 0.23527E+09 -0.11463E-01 -0.41245E+07 0.23940E+09 0.23736E+09 37 0.54651E+07 0.57428E-02 -0.17756E+09 0.18303E+09 0.18036E+09 39 0.63976E+07 0.66291E-02 -0.20645E+09 0.21285E+09 0.20973E+09 48 0.70318E+08 0.56254E-03 -0.18783E+08 0.89101E+08 0.81353E+08 46 0.59784E+08 0.48159E-03 -0.16231E+08 0.76016E+08 0.69340E+08 Max= 0.33229E+09 0.17803E-01 -0.34143E+07 0.34475E+09 0.34283E+09 Min= 0.33143E+07 -0.13495E-01 -0.34087E+09 0.76016E+08 0.69340E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.14534E+08 0.30567E-03 -0.66767E+08 0.81301E+08 0.75096E+08 3 0.17086E+08 0.35119E-03 -0.77302E+08 0.94388E+08 0.87111E+08 12 0.19804E+09 -0.38381E-02 -0.66692E+07 0.20471E+09 0.20146E+09 10 0.16915E+09 -0.32402E-02 -0.57367E+07 0.17489E+09 0.17209E+09 13 0.39801E+07 0.15377E-01 -0.24381E+09 0.24779E+09 0.24582E+09 15 0.46551E+07 0.17803E-01 -0.28373E+09 0.28839E+09 0.28609E+09 24 0.33229E+09 0.0000 -0.39748E+07 0.33627E+09 0.33430E+09 22 0.28421E+09 0.0000 -0.34143E+07 0.28762E+09 0.28593E+09 25 0.33143E+07 0.0000 -0.29279E+09 0.29610E+09 0.29446E+09 27 0.38748E+07 0.0000 -0.34087E+09 0.34475E+09 0.34283E+09 36 0.27519E+09 -0.13495E-01 -0.47995E+07 0.27999E+09 0.27763E+09 34 0.23527E+09 -0.11463E-01 -0.41245E+07 0.23940E+09 0.23736E+09 37 0.54651E+07 0.57428E-02 -0.17756E+09 0.18303E+09 0.18036E+09 39 0.63976E+07 0.66291E-02 -0.20645E+09 0.21285E+09 0.20973E+09 48 0.70318E+08 0.56254E-03 -0.18783E+08 0.89101E+08 0.81353E+08 46 0.59784E+08 0.48159E-03 -0.16231E+08 0.76016E+08 0.69340E+08 Max= 0.33229E+09 0.17803E-01 -0.34143E+07 0.34475E+09 0.34283E+09 Min= 0.33143E+07 -0.13495E-01 -0.34087E+09 0.76016E+08 0.69340E+08 STRESSES AT BEAM SECTION NODAL POINTS


ANNEXES

103

ELEMENT = 39 SECTION ID = 5 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.19667E+07 0.40960E-02 -0.89068E+08 0.91035E+08 0.90068E+08 3 0.24299E+07 0.38206E-02 -0.95979E+08 0.98409E+08 0.97217E+08 12 0.49230E+07 0.40911E-03 -0.47373E+08 0.52296E+08 0.50017E+08 10 0.37609E+07 0.52774E-03 -0.46577E+08 0.50338E+08 0.48567E+08 13 0.16152E+07 0.75246E-02 -0.10845E+09 0.11007E+09 0.10927E+09 15 0.19715E+07 0.73020E-02 -0.11829E+09 0.12026E+09 0.11929E+09 24 0.19193E+08 0.0000 -0.12152E+08 0.31344E+08 0.27372E+08 22 0.13273E+08 0.0000 -0.13197E+08 0.26471E+08 0.22924E+08 25 0.18966E+07 0.0000 -0.92361E+08 0.94257E+08 0.93324E+08 27 0.23376E+07 0.0000 -0.99767E+08 0.10210E+09 0.10096E+09 36 0.33001E+08 0.23499E-03 -0.70670E+07 0.40068E+08 0.37044E+08 34 0.23808E+08 0.20127E-03 -0.73578E+07 0.31166E+08 0.28216E+08 37 0.34343E+07 0.70507E-03 -0.51006E+08 0.54440E+08 0.52807E+08 39 0.44517E+07 0.56151E-03 -0.52389E+08 0.56841E+08 0.54751E+08 48 0.16934E+08 0.16356E-03 -0.13773E+08 0.30706E+08 0.26639E+08 46 0.11694E+08 0.11329E-03 -0.14980E+08 0.26674E+08 0.23159E+08 Max= 0.33001E+08 0.75246E-02 -0.70670E+07 0.12026E+09 0.11929E+09 Min= 0.16152E+07 0.0000 -0.11829E+09 0.26471E+08 0.22924E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.19667E+07 0.40960E-02 -0.89068E+08 0.91035E+08 0.90068E+08 3 0.24299E+07 0.38206E-02 -0.95979E+08 0.98409E+08 0.97217E+08 12 0.49230E+07 0.40911E-03 -0.47373E+08 0.52296E+08 0.50017E+08 10 0.37609E+07 0.52774E-03 -0.46577E+08 0.50338E+08 0.48567E+08 13 0.16152E+07 0.75246E-02 -0.10845E+09 0.11007E+09 0.10927E+09 15 0.19715E+07 0.73020E-02 -0.11829E+09 0.12026E+09 0.11929E+09 24 0.19193E+08 0.0000 -0.12152E+08 0.31344E+08 0.27372E+08 22 0.13273E+08 0.0000 -0.13197E+08 0.26471E+08 0.22924E+08 25 0.18966E+07 0.0000 -0.92361E+08 0.94257E+08 0.93324E+08 27 0.23376E+07 0.0000 -0.99767E+08 0.10210E+09 0.10096E+09 36 0.33001E+08 0.23499E-03 -0.70670E+07 0.40068E+08 0.37044E+08 34 0.23808E+08 0.20127E-03 -0.73578E+07 0.31166E+08 0.28216E+08 37 0.34343E+07 0.70507E-03 -0.51006E+08 0.54440E+08 0.52807E+08 39 0.44517E+07 0.56151E-03 -0.52389E+08 0.56841E+08 0.54751E+08 48 0.16934E+08 0.16356E-03 -0.13773E+08 0.30706E+08 0.26639E+08 46 0.11694E+08 0.11329E-03 -0.14980E+08 0.26674E+08 0.23159E+08 Max= 0.33001E+08 0.75246E-02 -0.70670E+07 0.12026E+09 0.11929E+09 Min= 0.16152E+07 0.0000 -0.11829E+09 0.26471E+08 0.22924E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 40 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.40399E+08 0.36155E-03 -0.15352E+08 0.55751E+08 0.49879E+08 3 0.55529E+08 0.45884E-03 -0.16083E+08 0.71612E+08 0.65079E+08 12 0.42676E+08 0.39928E-03 -0.20927E+08 0.63603E+08 0.56145E+08 10 0.30581E+08 0.29361E-03 -0.20280E+08 0.50861E+08 0.44347E+08 13 0.23744E+08 0.22960E-03 -0.26119E+08 0.49864E+08 0.43200E+08 15 0.33332E+08 0.32191E-03 -0.26794E+08 0.60125E+08 0.52173E+08 24 0.16842E+08 0.0000 -0.53028E+08 0.69869E+08 0.63156E+08 22 0.12328E+08 0.0000 -0.50307E+08 0.62635E+08 0.57471E+08 25 0.94847E+07 0.0000 -0.65389E+08 0.74873E+08 0.70610E+08 27 0.12688E+08 0.0000 -0.70385E+08 0.83074E+08 0.77512E+08 36 0.82204E+07 0.13215E-02 -0.10864E+09 0.11686E+09 0.11298E+09 34 0.63384E+07 0.14111E-02 -0.97846E+08 0.10418E+09 0.10116E+09 37 0.56468E+07 0.20402E-02 -0.10983E+09 0.11548E+09 0.11276E+09 39 0.72668E+07 0.19590E-02 -0.12290E+09 0.13017E+09 0.12669E+09 48 0.63919E+07 0.29477E-02 -0.13972E+09 0.14611E+09 0.14302E+09 46 0.50042E+07 0.29939E-02 -0.12393E+09 0.12894E+09 0.12651E+09


ANNEXES

104

Max= 0.55529E+08 0.29939E-02 -0.15352E+08 0.14611E+09 0.14302E+09 Min= 0.50042E+07 0.0000 -0.13972E+09 0.49864E+08 0.43200E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.40399E+08 0.36155E-03 -0.15352E+08 0.55751E+08 0.49879E+08 3 0.55529E+08 0.45884E-03 -0.16083E+08 0.71612E+08 0.65079E+08 12 0.42676E+08 0.39928E-03 -0.20927E+08 0.63603E+08 0.56145E+08 10 0.30581E+08 0.29361E-03 -0.20280E+08 0.50861E+08 0.44347E+08 13 0.23744E+08 0.22960E-03 -0.26119E+08 0.49864E+08 0.43200E+08 15 0.33332E+08 0.32191E-03 -0.26794E+08 0.60125E+08 0.52173E+08 24 0.16842E+08 0.0000 -0.53028E+08 0.69869E+08 0.63156E+08 22 0.12328E+08 0.0000 -0.50307E+08 0.62635E+08 0.57471E+08 25 0.94847E+07 0.0000 -0.65389E+08 0.74873E+08 0.70610E+08 27 0.12688E+08 0.0000 -0.70385E+08 0.83074E+08 0.77512E+08 36 0.82204E+07 0.13215E-02 -0.10864E+09 0.11686E+09 0.11298E+09 34 0.63384E+07 0.14111E-02 -0.97846E+08 0.10418E+09 0.10116E+09 37 0.56468E+07 0.20402E-02 -0.10983E+09 0.11548E+09 0.11276E+09 39 0.72668E+07 0.19590E-02 -0.12290E+09 0.13017E+09 0.12669E+09 48 0.63919E+07 0.29477E-02 -0.13972E+09 0.14611E+09 0.14302E+09 46 0.50042E+07 0.29939E-02 -0.12393E+09 0.12894E+09 0.12651E+09 Max= 0.55529E+08 0.29939E-02 -0.15352E+08 0.14611E+09 0.14302E+09 Min= 0.50042E+07 0.0000 -0.13972E+09 0.49864E+08 0.43200E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 41 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.20421E+07 0.26639E-04 -0.63150E+07 0.83571E+07 0.75462E+07 3 0.69445E+07 0.62336E-04 -0.26740E+07 0.96186E+07 0.85992E+07 12 0.29965E+07 0.31012E-04 -0.61973E+07 0.91937E+07 0.81212E+07 10 0.11108E+07 0.10948E-03 -0.11610E+08 0.12721E+08 0.12203E+08 13 0.54606E+06 0.10345E-02 -0.23616E+08 0.24162E+08 0.23893E+08 15 0.96466E+06 0.36775E-03 -0.19250E+08 0.20215E+08 0.19750E+08 24 0.50424E+06 0.0000 -0.36827E+08 0.37331E+08 0.37082E+08 22 0.33551E+06 0.0000 -0.38436E+08 0.38772E+08 0.38605E+08 25 0.22984E+06 0.0000 -0.56108E+08 0.56338E+08 0.56223E+08 27 0.32030E+06 0.0000 -0.57976E+08 0.58297E+08 0.58137E+08 36 0.24454E+06 0.25110E-01 -0.75938E+08 0.76182E+08 0.76060E+08 34 0.18140E+06 0.29720E-01 -0.71091E+08 0.71272E+08 0.71182E+08 37 0.15419E+06 0.48483E-01 -0.83634E+08 0.83788E+08 0.83711E+08 39 0.20410E+06 0.43298E-01 -0.90982E+08 0.91186E+08 0.91084E+08 48 0.18865E+06 0.54887E-01 -0.98438E+08 0.98627E+08 0.98532E+08 46 0.14353E+06 0.60155E-01 -0.89849E+08 0.89993E+08 0.89921E+08 Max= 0.69445E+07 0.60155E-01 -0.26740E+07 0.98627E+08 0.98532E+08 Min= 0.14353E+06 0.0000 -0.98438E+08 0.83571E+07 0.75462E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.20421E+07 0.26639E-04 -0.63150E+07 0.83571E+07 0.75462E+07 3 0.69445E+07 0.62336E-04 -0.26740E+07 0.96186E+07 0.85992E+07 12 0.29965E+07 0.31012E-04 -0.61973E+07 0.91937E+07 0.81212E+07 10 0.11108E+07 0.10948E-03 -0.11610E+08 0.12721E+08 0.12203E+08 13 0.54606E+06 0.10345E-02 -0.23616E+08 0.24162E+08 0.23893E+08 15 0.96466E+06 0.36775E-03 -0.19250E+08 0.20215E+08 0.19750E+08 24 0.50424E+06 0.0000 -0.36827E+08 0.37331E+08 0.37082E+08 22 0.33551E+06 0.0000 -0.38436E+08 0.38772E+08 0.38605E+08 25 0.22984E+06 0.0000 -0.56108E+08 0.56338E+08 0.56223E+08 27 0.32030E+06 0.0000 -0.57976E+08 0.58297E+08 0.58137E+08 36 0.24454E+06 0.25110E-01 -0.75938E+08 0.76182E+08 0.76060E+08 34 0.18140E+06 0.29720E-01 -0.71091E+08 0.71272E+08 0.71182E+08 37 0.15419E+06 0.48483E-01 -0.83634E+08 0.83788E+08 0.83711E+08 39 0.20410E+06 0.43298E-01 -0.90982E+08 0.91186E+08 0.91084E+08 48 0.18865E+06 0.54887E-01 -0.98438E+08 0.98627E+08 0.98532E+08


ANNEXES

105

46 0.14353E+06 0.60155E-01 -0.89849E+08 0.89993E+08 0.89921E+08 Max= 0.69445E+07 0.60155E-01 -0.26740E+07 0.98627E+08 0.98532E+08 Min= 0.14353E+06 0.0000 -0.98438E+08 0.83571E+07 0.75462E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 42 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.42352E+06 0.22675E-02 -0.30449E+08 0.30872E+08 0.30663E+08 3 0.67992E+06 0.11067E-02 -0.27312E+08 0.27992E+08 0.27658E+08 12 0.73758E+06 0.85830E-03 -0.25177E+08 0.25914E+08 0.25554E+08 10 0.45015E+06 0.18800E-02 -0.28648E+08 0.29098E+08 0.28875E+08 13 0.30634E+06 0.60944E-02 -0.42096E+08 0.42403E+08 0.42250E+08 15 0.45072E+06 0.39305E-02 -0.41201E+08 0.41651E+08 0.41428E+08 24 0.51623E+06 0.0000 -0.35972E+08 0.36488E+08 0.36233E+08 22 0.34188E+06 0.0000 -0.37720E+08 0.38062E+08 0.37892E+08 25 0.22693E+06 0.0000 -0.56828E+08 0.57054E+08 0.56941E+08 27 0.31561E+06 0.0000 -0.58839E+08 0.59154E+08 0.58997E+08 36 0.34661E+06 0.87428E-02 -0.53575E+08 0.53922E+08 0.53750E+08 34 0.24594E+06 0.11858E-01 -0.52435E+08 0.52681E+08 0.52558E+08 37 0.19546E+06 0.23730E-01 -0.65977E+08 0.66172E+08 0.66075E+08 39 0.26602E+06 0.19474E-01 -0.69806E+08 0.70072E+08 0.69939E+08 48 0.27462E+06 0.17691E-01 -0.67621E+08 0.67896E+08 0.67759E+08 46 0.20101E+06 0.21808E-01 -0.64155E+08 0.64356E+08 0.64256E+08 Max= 0.73758E+06 0.23730E-01 -0.25177E+08 0.70072E+08 0.69939E+08 Min= 0.19546E+06 0.0000 -0.69806E+08 0.25914E+08 0.25554E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.42352E+06 0.22675E-02 -0.30449E+08 0.30872E+08 0.30663E+08 3 0.67992E+06 0.11067E-02 -0.27312E+08 0.27992E+08 0.27658E+08 12 0.73758E+06 0.85830E-03 -0.25177E+08 0.25914E+08 0.25554E+08 10 0.45015E+06 0.18800E-02 -0.28648E+08 0.29098E+08 0.28875E+08 13 0.30634E+06 0.60944E-02 -0.42096E+08 0.42403E+08 0.42250E+08 15 0.45072E+06 0.39305E-02 -0.41201E+08 0.41651E+08 0.41428E+08 24 0.51623E+06 0.0000 -0.35972E+08 0.36488E+08 0.36233E+08 22 0.34188E+06 0.0000 -0.37720E+08 0.38062E+08 0.37892E+08 25 0.22693E+06 0.0000 -0.56828E+08 0.57054E+08 0.56941E+08 27 0.31561E+06 0.0000 -0.58839E+08 0.59154E+08 0.58997E+08 36 0.34661E+06 0.87428E-02 -0.53575E+08 0.53922E+08 0.53750E+08 34 0.24594E+06 0.11858E-01 -0.52435E+08 0.52681E+08 0.52558E+08 37 0.19546E+06 0.23730E-01 -0.65977E+08 0.66172E+08 0.66075E+08 39 0.26602E+06 0.19474E-01 -0.69806E+08 0.70072E+08 0.69939E+08 48 0.27462E+06 0.17691E-01 -0.67621E+08 0.67896E+08 0.67759E+08 46 0.20101E+06 0.21808E-01 -0.64155E+08 0.64356E+08 0.64256E+08 Max= 0.73758E+06 0.23730E-01 -0.25177E+08 0.70072E+08 0.69939E+08 Min= 0.19546E+06 0.0000 -0.69806E+08 0.25914E+08 0.25554E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 43 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.23025E+06 0.14472E-01 -0.56007E+08 0.56238E+08 0.56123E+08 3 0.32097E+06 0.11037E-01 -0.57856E+08 0.58177E+08 0.58017E+08 12 0.40299E+06 0.55300E-02 -0.46081E+08 0.46484E+08 0.46283E+08 10 0.27927E+06 0.80690E-02 -0.46176E+08 0.46455E+08 0.46316E+08 13 0.21237E+06 0.18474E-01 -0.60723E+08 0.60935E+08 0.60829E+08 15 0.29241E+06 0.14633E-01 -0.63507E+08 0.63799E+08 0.63654E+08 24 0.52879E+06 0.0000 -0.35118E+08 0.35647E+08 0.35385E+08 22 0.34849E+06 0.0000 -0.37004E+08 0.37353E+08 0.37180E+08 25 0.22409E+06 0.0000 -0.57547E+08 0.57771E+08 0.57660E+08


ANNEXES

106

27 0.31105E+06 0.0000 -0.59701E+08 0.60012E+08 0.59857E+08 36 0.59222E+06 0.16988E-02 -0.31357E+08 0.31949E+08 0.31657E+08 34 0.38097E+06 0.31362E-02 -0.33849E+08 0.34230E+08 0.34042E+08 37 0.26672E+06 0.92762E-02 -0.48349E+08 0.48616E+08 0.48483E+08 39 0.38145E+06 0.65362E-02 -0.48683E+08 0.49064E+08 0.48875E+08 48 0.50261E+06 0.28154E-02 -0.36947E+08 0.37449E+08 0.37201E+08 46 0.33464E+06 0.46582E-02 -0.38536E+08 0.38871E+08 0.38705E+08 Max= 0.59222E+06 0.18474E-01 -0.31357E+08 0.63799E+08 0.63654E+08 Min= 0.21237E+06 0.0000 -0.63507E+08 0.31949E+08 0.31657E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.23025E+06 0.14472E-01 -0.56007E+08 0.56238E+08 0.56123E+08 3 0.32097E+06 0.11037E-01 -0.57856E+08 0.58177E+08 0.58017E+08 12 0.40299E+06 0.55300E-02 -0.46081E+08 0.46484E+08 0.46283E+08 10 0.27927E+06 0.80690E-02 -0.46176E+08 0.46455E+08 0.46316E+08 13 0.21237E+06 0.18474E-01 -0.60723E+08 0.60935E+08 0.60829E+08 15 0.29241E+06 0.14633E-01 -0.63507E+08 0.63799E+08 0.63654E+08 24 0.52879E+06 0.0000 -0.35118E+08 0.35647E+08 0.35385E+08 22 0.34849E+06 0.0000 -0.37004E+08 0.37353E+08 0.37180E+08 25 0.22409E+06 0.0000 -0.57547E+08 0.57771E+08 0.57660E+08 27 0.31105E+06 0.0000 -0.59701E+08 0.60012E+08 0.59857E+08 36 0.59222E+06 0.16988E-02 -0.31357E+08 0.31949E+08 0.31657E+08 34 0.38097E+06 0.31362E-02 -0.33849E+08 0.34230E+08 0.34042E+08 37 0.26672E+06 0.92762E-02 -0.48349E+08 0.48616E+08 0.48483E+08 39 0.38145E+06 0.65362E-02 -0.48683E+08 0.49064E+08 0.48875E+08 48 0.50261E+06 0.28154E-02 -0.36947E+08 0.37449E+08 0.37201E+08 46 0.33464E+06 0.46582E-02 -0.38536E+08 0.38871E+08 0.38705E+08 Max= 0.59222E+06 0.18474E-01 -0.31357E+08 0.63799E+08 0.63654E+08 Min= 0.21237E+06 0.0000 -0.63507E+08 0.31949E+08 0.31657E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 44 SECTION ID = 5 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.86719E+08 -42.744 -188.97 0.86720E+08 0.86720E+08 3 0.96307E+08 -42.304 -235.48 0.96307E+08 0.96307E+08 12 0.37934E+08 -2.1981 -703.02 0.37935E+08 0.37935E+08 10 0.36130E+08 -2.5322 -553.62 0.36131E+08 0.36131E+08 13 0.10081E+09 -99.666 -99.667 0.10081E+09 0.10081E+09 15 0.11256E+09 -96.164 -141.51 0.11256E+09 0.11256E+09 24 943.12 0.0000 -0.28366E+08 0.28367E+08 0.28366E+08 22 942.05 0.0000 -0.21330E+08 0.21331E+08 0.21330E+08 25 0.70136E+08 0.0000 -286.50 0.70136E+08 0.70136E+08 27 0.77172E+08 0.0000 -346.66 0.77172E+08 0.77172E+08 36 408.95 10.675 -0.63753E+08 0.63753E+08 0.63753E+08 34 378.76 7.6671 -0.51998E+08 0.51999E+08 0.51999E+08 37 0.12679E+08 -0.10879 -1584.7 0.12680E+08 0.12680E+08 39 0.10876E+08 -0.51510E-01 -2459.8 0.10878E+08 0.10877E+08 48 558.87 4.3362 -0.47500E+08 0.47501E+08 0.47500E+08 46 527.07 2.9291 -0.37913E+08 0.37913E+08 0.37913E+08 Max= 0.11256E+09 10.675 -99.667 0.11256E+09 0.11256E+09 Min= 378.76 -99.666 -0.63753E+08 0.10878E+08 0.10877E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.86719E+08 -42.744 -188.97 0.86720E+08 0.86720E+08 3 0.96307E+08 -42.304 -235.48 0.96307E+08 0.96307E+08 12 0.37934E+08 -2.1981 -703.02 0.37935E+08 0.37935E+08 10 0.36130E+08 -2.5322 -553.62 0.36131E+08 0.36131E+08 13 0.10081E+09 -99.666 -99.667 0.10081E+09 0.10081E+09 15 0.11256E+09 -96.164 -141.51 0.11256E+09 0.11256E+09 24 943.12 0.0000 -0.28366E+08 0.28367E+08 0.28366E+08


ANNEXES

107

22 942.05 0.0000 -0.21330E+08 0.21331E+08 0.21330E+08 25 0.70136E+08 0.0000 -286.50 0.70136E+08 0.70136E+08 27 0.77172E+08 0.0000 -346.66 0.77172E+08 0.77172E+08 36 408.95 10.675 -0.63753E+08 0.63753E+08 0.63753E+08 34 378.76 7.6671 -0.51998E+08 0.51999E+08 0.51999E+08 37 0.12679E+08 -0.10879 -1584.7 0.12680E+08 0.12680E+08 39 0.10876E+08 -0.51510E-01 -2459.8 0.10878E+08 0.10877E+08 48 558.87 4.3362 -0.47500E+08 0.47501E+08 0.47500E+08 46 527.07 2.9291 -0.37913E+08 0.37913E+08 0.37913E+08 Max= 0.11256E+09 10.675 -99.667 0.11256E+09 0.11256E+09 Min= 378.76 -99.666 -0.63753E+08 0.10878E+08 0.10877E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 45 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.97323E+06 0.25985E-03 -0.16384E+08 0.17357E+08 0.16892E+08 3 0.97002E+06 0.56275E-03 -0.23671E+08 0.24641E+08 0.24171E+08 12 0.76263E+06 0.11979E-02 -0.30108E+08 0.30871E+08 0.30497E+08 10 0.73537E+06 0.63212E-03 -0.21683E+08 0.22419E+08 0.22060E+08 13 0.12731E+08 0.18664E-04 -0.12524E+07 0.13984E+08 0.13402E+08 15 0.11554E+08 0.69139E-04 -0.19873E+07 0.13541E+08 0.12665E+08 24 0.25454E+07 0.0000 -0.90206E+07 0.11566E+08 0.10527E+08 22 0.31587E+07 0.0000 -0.50480E+07 0.82067E+07 0.71697E+07 25 0.44329E+08 0.0000 -0.35970E+06 0.44689E+08 0.44510E+08 27 0.49023E+08 0.0000 -0.46837E+06 0.49492E+08 0.49259E+08 36 0.33205E+08 -0.12961E-02 -0.69151E+06 0.33896E+08 0.33556E+08 34 0.31114E+08 -0.16385E-02 -0.51249E+06 0.31626E+08 0.31373E+08 37 0.63280E+08 -0.16273E-01 -0.25198E+06 0.63532E+08 0.63406E+08 39 0.71746E+08 -0.16373E-01 -0.32004E+06 0.72066E+08 0.71906E+08 48 0.65133E+08 -0.12107E-01 -0.35253E+06 0.65486E+08 0.65310E+08 46 0.57767E+08 -0.12259E-01 -0.27603E+06 0.58043E+08 0.57905E+08 Max= 0.71746E+08 0.11979E-02 -0.25198E+06 0.72066E+08 0.71906E+08 Min= 0.73537E+06 -0.16373E-01 -0.30108E+08 0.82067E+07 0.71697E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.97323E+06 0.25985E-03 -0.16384E+08 0.17357E+08 0.16892E+08 3 0.97002E+06 0.56275E-03 -0.23671E+08 0.24641E+08 0.24171E+08 12 0.76263E+06 0.11979E-02 -0.30108E+08 0.30871E+08 0.30497E+08 10 0.73537E+06 0.63212E-03 -0.21683E+08 0.22419E+08 0.22060E+08 13 0.12731E+08 0.18664E-04 -0.12524E+07 0.13984E+08 0.13402E+08 15 0.11554E+08 0.69139E-04 -0.19873E+07 0.13541E+08 0.12665E+08 24 0.25454E+07 0.0000 -0.90206E+07 0.11566E+08 0.10527E+08 22 0.31587E+07 0.0000 -0.50480E+07 0.82067E+07 0.71697E+07 25 0.44329E+08 0.0000 -0.35970E+06 0.44689E+08 0.44510E+08 27 0.49023E+08 0.0000 -0.46837E+06 0.49492E+08 0.49259E+08 36 0.33205E+08 -0.12961E-02 -0.69151E+06 0.33896E+08 0.33556E+08 34 0.31114E+08 -0.16385E-02 -0.51249E+06 0.31626E+08 0.31373E+08 37 0.63280E+08 -0.16273E-01 -0.25198E+06 0.63532E+08 0.63406E+08 39 0.71746E+08 -0.16373E-01 -0.32004E+06 0.72066E+08 0.71906E+08 48 0.65133E+08 -0.12107E-01 -0.35253E+06 0.65486E+08 0.65310E+08 46 0.57767E+08 -0.12259E-01 -0.27603E+06 0.58043E+08 0.57905E+08 Max= 0.71746E+08 0.11979E-02 -0.25198E+06 0.72066E+08 0.71906E+08 Min= 0.73537E+06 -0.16373E-01 -0.30108E+08 0.82067E+07 0.71697E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 46 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.15753E+08 0.15244E-03 -0.19048E+08 0.34801E+08 0.30183E+08


ANNEXES

108

3 0.17106E+08 0.16686E-03 -0.25259E+08 0.42365E+08 0.36915E+08 12 0.16992E+08 0.16590E-03 -0.25429E+08 0.42421E+08 0.36979E+08 10 0.15646E+08 0.15145E-03 -0.19178E+08 0.34824E+08 0.30210E+08 13 0.23785E+08 0.22459E-03 -0.12615E+08 0.36400E+08 0.32015E+08 15 0.25893E+08 0.24823E-03 -0.16688E+08 0.42580E+08 0.37162E+08 24 0.25477E+08 0.0000 -0.16960E+08 0.42437E+08 0.36997E+08 22 0.23412E+08 0.0000 -0.12816E+08 0.36228E+08 0.31819E+08 25 0.39068E+08 0.0000 -0.76804E+07 0.46748E+08 0.43421E+08 27 0.43419E+08 0.0000 -0.99516E+07 0.53370E+08 0.49156E+08 36 0.42860E+08 0.32247E-03 -0.10081E+08 0.52941E+08 0.48690E+08 34 0.38590E+08 0.26371E-03 -0.77756E+07 0.46365E+08 0.43008E+08 37 0.51358E+08 0.14947E-03 -0.58424E+07 0.57201E+08 0.54515E+08 39 0.57886E+08 0.23102E-03 -0.74645E+07 0.65350E+08 0.61956E+08 48 0.57633E+08 0.23405E-03 -0.74972E+07 0.65130E+08 0.61724E+08 46 0.51145E+08 0.15277E-03 -0.58668E+07 0.57012E+08 0.54317E+08 Max= 0.57886E+08 0.32247E-03 -0.58424E+07 0.65350E+08 0.61956E+08 Min= 0.15646E+08 0.0000 -0.25429E+08 0.34801E+08 0.30183E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.15753E+08 0.15244E-03 -0.19048E+08 0.34801E+08 0.30183E+08 3 0.17106E+08 0.16686E-03 -0.25259E+08 0.42365E+08 0.36915E+08 12 0.16992E+08 0.16590E-03 -0.25429E+08 0.42421E+08 0.36979E+08 10 0.15646E+08 0.15145E-03 -0.19178E+08 0.34824E+08 0.30210E+08 13 0.23785E+08 0.22459E-03 -0.12615E+08 0.36400E+08 0.32015E+08 15 0.25893E+08 0.24823E-03 -0.16688E+08 0.42580E+08 0.37162E+08 24 0.25477E+08 0.0000 -0.16960E+08 0.42437E+08 0.36997E+08 22 0.23412E+08 0.0000 -0.12816E+08 0.36228E+08 0.31819E+08 25 0.39068E+08 0.0000 -0.76804E+07 0.46748E+08 0.43421E+08 27 0.43419E+08 0.0000 -0.99516E+07 0.53370E+08 0.49156E+08 36 0.42860E+08 0.32247E-03 -0.10081E+08 0.52941E+08 0.48690E+08 34 0.38590E+08 0.26371E-03 -0.77756E+07 0.46365E+08 0.43008E+08 37 0.51358E+08 0.14947E-03 -0.58424E+07 0.57201E+08 0.54515E+08 39 0.57886E+08 0.23102E-03 -0.74645E+07 0.65350E+08 0.61956E+08 48 0.57633E+08 0.23405E-03 -0.74972E+07 0.65130E+08 0.61724E+08 46 0.51145E+08 0.15277E-03 -0.58668E+07 0.57012E+08 0.54317E+08 Max= 0.57886E+08 0.32247E-03 -0.58424E+07 0.65350E+08 0.61956E+08 Min= 0.15646E+08 0.0000 -0.25429E+08 0.34801E+08 0.30183E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 47 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.18163E+08 0.17559E-03 -0.16521E+08 0.34683E+08 0.30048E+08 3 0.19703E+08 0.19052E-03 -0.21930E+08 0.41633E+08 0.36072E+08 12 0.25954E+08 0.24877E-03 -0.16648E+08 0.42602E+08 0.37187E+08 10 0.23840E+08 0.22499E-03 -0.12586E+08 0.36426E+08 0.32044E+08 13 0.19086E+08 0.18438E-03 -0.15721E+08 0.34807E+08 0.30191E+08 15 0.20707E+08 0.20020E-03 -0.20867E+08 0.41574E+08 0.36004E+08 24 0.38817E+08 0.0000 -0.11131E+08 0.49948E+08 0.45417E+08 22 0.35115E+08 0.0000 -0.85451E+07 0.43660E+08 0.40076E+08 25 0.26666E+08 0.0000 -0.11252E+08 0.37919E+08 0.33731E+08 27 0.29131E+08 0.0000 -0.14833E+08 0.43963E+08 0.38739E+08 36 0.50671E+08 0.29663E-03 -0.85273E+07 0.59198E+08 0.55429E+08 34 0.45249E+08 0.22413E-03 -0.66312E+07 0.51881E+08 0.48903E+08 37 0.38520E+08 0.26392E-03 -0.77897E+07 0.46309E+08 0.42948E+08 39 0.42778E+08 0.32253E-03 -0.10101E+08 0.52879E+08 0.48622E+08 48 0.52449E+08 0.28438E-03 -0.82381E+07 0.60688E+08 0.57017E+08 46 0.46759E+08 0.20932E-03 -0.64172E+07 0.53176E+08 0.50275E+08 Max= 0.52449E+08 0.32253E-03 -0.64172E+07 0.60688E+08 0.57017E+08 Min= 0.18163E+08 0.0000 -0.21930E+08 0.34683E+08 0.30048E+08 ELEMENT NODE = 2


ANNEXES

109

SEC NODE S1 S2 S3 SINT SEQV 1 0.18163E+08 0.17559E-03 -0.16521E+08 0.34683E+08 0.30048E+08 3 0.19703E+08 0.19052E-03 -0.21930E+08 0.41633E+08 0.36072E+08 12 0.25954E+08 0.24877E-03 -0.16648E+08 0.42602E+08 0.37187E+08 10 0.23840E+08 0.22499E-03 -0.12586E+08 0.36426E+08 0.32044E+08 13 0.19086E+08 0.18438E-03 -0.15721E+08 0.34807E+08 0.30191E+08 15 0.20707E+08 0.20020E-03 -0.20867E+08 0.41574E+08 0.36004E+08 24 0.38817E+08 0.0000 -0.11131E+08 0.49948E+08 0.45417E+08 22 0.35115E+08 0.0000 -0.85451E+07 0.43660E+08 0.40076E+08 25 0.26666E+08 0.0000 -0.11252E+08 0.37919E+08 0.33731E+08 27 0.29131E+08 0.0000 -0.14833E+08 0.43963E+08 0.38739E+08 36 0.50671E+08 0.29663E-03 -0.85273E+07 0.59198E+08 0.55429E+08 34 0.45249E+08 0.22413E-03 -0.66312E+07 0.51881E+08 0.48903E+08 37 0.38520E+08 0.26392E-03 -0.77897E+07 0.46309E+08 0.42948E+08 39 0.42778E+08 0.32253E-03 -0.10101E+08 0.52879E+08 0.48622E+08 48 0.52449E+08 0.28438E-03 -0.82381E+07 0.60688E+08 0.57017E+08 46 0.46759E+08 0.20932E-03 -0.64172E+07 0.53176E+08 0.50275E+08 Max= 0.52449E+08 0.32253E-03 -0.64172E+07 0.60688E+08 0.57017E+08 Min= 0.18163E+08 0.0000 -0.21930E+08 0.34683E+08 0.30048E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 48 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.20921E+08 0.20116E-03 -0.14342E+08 0.35264E+08 0.30716E+08 3 0.22717E+08 0.21949E-03 -0.19020E+08 0.41737E+08 0.36193E+08 12 0.38324E+08 0.31850E-03 -0.11274E+08 0.49599E+08 0.45033E+08 10 0.34690E+08 0.26892E-03 -0.86497E+07 0.43339E+08 0.39727E+08 13 0.15244E+08 0.14773E-03 -0.19683E+08 0.34928E+08 0.30329E+08 15 0.16563E+08 0.16246E-03 -0.26088E+08 0.42651E+08 0.37242E+08 24 0.54746E+08 0.0000 -0.78925E+07 0.62639E+08 0.59089E+08 22 0.48704E+08 0.0000 -0.61608E+07 0.54865E+08 0.52059E+08 25 0.17044E+08 0.0000 -0.17604E+08 0.34649E+08 0.30008E+08 27 0.18494E+08 0.0000 -0.23364E+08 0.41858E+08 0.36331E+08 36 0.58851E+08 0.21890E-03 -0.73421E+07 0.66193E+08 0.62844E+08 34 0.52174E+08 0.13647E-03 -0.57511E+07 0.57925E+08 0.55274E+08 37 0.27040E+08 0.24591E-03 -0.11097E+08 0.38137E+08 0.33976E+08 39 0.29554E+08 0.27684E-03 -0.14620E+08 0.44174E+08 0.38978E+08 48 0.47402E+08 0.31278E-03 -0.91153E+07 0.56517E+08 0.52556E+08 46 0.42470E+08 0.24565E-03 -0.70652E+07 0.49535E+08 0.46407E+08 Max= 0.58851E+08 0.31850E-03 -0.57511E+07 0.66193E+08 0.62844E+08 Min= 0.15244E+08 0.0000 -0.26088E+08 0.34649E+08 0.30008E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.20921E+08 0.20116E-03 -0.14342E+08 0.35264E+08 0.30716E+08 3 0.22717E+08 0.21949E-03 -0.19020E+08 0.41737E+08 0.36193E+08 12 0.38324E+08 0.31850E-03 -0.11274E+08 0.49599E+08 0.45033E+08 10 0.34690E+08 0.26892E-03 -0.86497E+07 0.43339E+08 0.39727E+08 13 0.15244E+08 0.14773E-03 -0.19683E+08 0.34928E+08 0.30329E+08 15 0.16563E+08 0.16246E-03 -0.26088E+08 0.42651E+08 0.37242E+08 24 0.54746E+08 0.0000 -0.78925E+07 0.62639E+08 0.59089E+08 22 0.48704E+08 0.0000 -0.61608E+07 0.54865E+08 0.52059E+08 25 0.17044E+08 0.0000 -0.17604E+08 0.34649E+08 0.30008E+08 27 0.18494E+08 0.0000 -0.23364E+08 0.41858E+08 0.36331E+08 36 0.58851E+08 0.21890E-03 -0.73421E+07 0.66193E+08 0.62844E+08 34 0.52174E+08 0.13647E-03 -0.57511E+07 0.57925E+08 0.55274E+08 37 0.27040E+08 0.24591E-03 -0.11097E+08 0.38137E+08 0.33976E+08 39 0.29554E+08 0.27684E-03 -0.14620E+08 0.44174E+08 0.38978E+08 48 0.47402E+08 0.31278E-03 -0.91153E+07 0.56517E+08 0.52556E+08 46 0.42470E+08 0.24565E-03 -0.70652E+07 0.49535E+08 0.46407E+08 Max= 0.58851E+08 0.31850E-03 -0.57511E+07 0.66193E+08 0.62844E+08 Min= 0.15244E+08 0.0000 -0.26088E+08 0.34649E+08 0.30008E+08


ANNEXES

110

STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 49 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.75012E+06 0.75012E+06 0.75012E+06 3 0.25978E+08 -0.55927E-02 -0.12246E+06 0.26101E+08 0.26040E+08 9 0.73050E+07 -0.40562E-04 -0.43550E+06 0.77405E+07 0.75322E+07 11 0.29365E+08 -0.81800E-02 -0.10834E+06 0.29474E+08 0.29420E+08 17 0.18970E+06 0.0000 -0.16770E+08 0.16960E+08 0.16866E+08 19 0.15288E+08 0.0000 -0.20809E+06 0.15496E+08 0.15393E+08 25 0.10309E+06 0.98340E-02 -0.30860E+08 0.30963E+08 0.30912E+08 27 0.36425E+06 0.20373E-03 -0.87340E+07 0.90982E+07 0.89217E+07 33 0.11580E+06 0.69214E-02 -0.27472E+08 0.27588E+08 0.27530E+08 35 0.37048E+08 -0.81186E-02 -0.17174E+06 0.37220E+08 0.37134E+08 41 0.10624E+08 -0.69957E-04 -0.59887E+06 0.11223E+08 0.10936E+08 43 0.41838E+08 -0.11837E-01 -0.15208E+06 0.41990E+08 0.41915E+08 49 0.27180E+06 0.0000 -0.23409E+08 0.23681E+08 0.23546E+08 51 0.21927E+08 0.0000 -0.29017E+06 0.22218E+08 0.22074E+08 57 0.14683E+06 0.13612E-01 -0.43333E+08 0.43480E+08 0.43407E+08 59 0.52786E+06 0.26667E-03 -0.12054E+08 0.12582E+08 0.12326E+08 65 0.16508E+06 0.95547E-02 -0.38542E+08 0.38707E+08 0.38625E+08 Max= 0.41838E+08 0.13612E-01 -0.10834E+06 0.43480E+08 0.43407E+08 Min= 0.0000 -0.11837E-01 -0.43333E+08 0.75012E+06 0.75012E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.75012E+06 0.75012E+06 0.75012E+06 3 0.25978E+08 -0.55927E-02 -0.12246E+06 0.26101E+08 0.26040E+08 9 0.73050E+07 -0.40562E-04 -0.43550E+06 0.77405E+07 0.75322E+07 11 0.29365E+08 -0.81800E-02 -0.10834E+06 0.29474E+08 0.29420E+08 17 0.18970E+06 0.0000 -0.16770E+08 0.16960E+08 0.16866E+08 19 0.15288E+08 0.0000 -0.20809E+06 0.15496E+08 0.15393E+08 25 0.10309E+06 0.98340E-02 -0.30860E+08 0.30963E+08 0.30912E+08 27 0.36425E+06 0.20373E-03 -0.87340E+07 0.90982E+07 0.89217E+07 33 0.11580E+06 0.69214E-02 -0.27472E+08 0.27588E+08 0.27530E+08 35 0.37048E+08 -0.81186E-02 -0.17174E+06 0.37220E+08 0.37134E+08 41 0.10624E+08 -0.69957E-04 -0.59887E+06 0.11223E+08 0.10936E+08 43 0.41838E+08 -0.11837E-01 -0.15208E+06 0.41990E+08 0.41915E+08 49 0.27180E+06 0.0000 -0.23409E+08 0.23681E+08 0.23546E+08 51 0.21927E+08 0.0000 -0.29017E+06 0.22218E+08 0.22074E+08 57 0.14683E+06 0.13612E-01 -0.43333E+08 0.43480E+08 0.43407E+08 59 0.52786E+06 0.26667E-03 -0.12054E+08 0.12582E+08 0.12326E+08 65 0.16508E+06 0.95547E-02 -0.38542E+08 0.38707E+08 0.38625E+08 Max= 0.41838E+08 0.13612E-01 -0.10834E+06 0.43480E+08 0.43407E+08 Min= 0.0000 -0.11837E-01 -0.43333E+08 0.75012E+06 0.75012E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 51 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.11015E+07 0.11015E+07 0.11015E+07 3 0.37849E+06 0.54119E-03 -0.14276E+08 0.14655E+08 0.14469E+08 9 86588. 0.48125E-01 -0.62404E+08 0.62490E+08 0.62447E+08 11 0.42146E+08 -0.14351E-01 -0.12821E+06 0.42274E+08 0.42210E+08 17 72094. 0.0000 -0.74949E+08 0.75022E+08 0.74986E+08 19 0.72749E+08 0.0000 -74275. 0.72823E+08 0.72786E+08 25 0.12186E+06 0.17203E-01 -0.44343E+08 0.44464E+08 0.44404E+08 27 0.60204E+08 -0.42618E-01 -89752. 0.60294E+08 0.60249E+08 33 0.12140E+08 -0.20377E-03 -0.44510E+06 0.12585E+08 0.12368E+08 35 0.54731E+06 0.71397E-03 -0.19745E+08 0.20293E+08 0.20025E+08 41 0.12309E+06 0.67008E-01 -0.87797E+08 0.87920E+08 0.87858E+08 43 0.60058E+08 -0.20775E-01 -0.17994E+06 0.60238E+08 0.60148E+08 49 0.10240E+06 0.0000 -0.10554E+09 0.10564E+09 0.10559E+09


ANNEXES

111

51 0.10334E+09 0.0000 -0.10458E+06 0.10344E+09 0.10339E+09 57 0.17359E+06 0.23801E-01 -0.62255E+08 0.62428E+08 0.62342E+08 59 0.85597E+08 -0.61255E-01 -0.12625E+06 0.85723E+08 0.85660E+08 65 0.17609E+08 -0.32232E-03 -0.61372E+06 0.18222E+08 0.17923E+08 Max= 0.10334E+09 0.67008E-01 -74275. 0.10564E+09 0.10559E+09 Min= 0.0000 -0.61255E-01 -0.10554E+09 0.11015E+07 0.11015E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.11015E+07 0.11015E+07 0.11015E+07 3 0.37849E+06 0.54119E-03 -0.14276E+08 0.14655E+08 0.14469E+08 9 86588. 0.48125E-01 -0.62404E+08 0.62490E+08 0.62447E+08 11 0.42146E+08 -0.14351E-01 -0.12821E+06 0.42274E+08 0.42210E+08 17 72094. 0.0000 -0.74949E+08 0.75022E+08 0.74986E+08 19 0.72749E+08 0.0000 -74275. 0.72823E+08 0.72786E+08 25 0.12186E+06 0.17203E-01 -0.44343E+08 0.44464E+08 0.44404E+08 27 0.60204E+08 -0.42618E-01 -89752. 0.60294E+08 0.60249E+08 33 0.12140E+08 -0.20377E-03 -0.44510E+06 0.12585E+08 0.12368E+08 35 0.54731E+06 0.71397E-03 -0.19745E+08 0.20293E+08 0.20025E+08 41 0.12309E+06 0.67008E-01 -0.87797E+08 0.87920E+08 0.87858E+08 43 0.60058E+08 -0.20775E-01 -0.17994E+06 0.60238E+08 0.60148E+08 49 0.10240E+06 0.0000 -0.10554E+09 0.10564E+09 0.10559E+09 51 0.10334E+09 0.0000 -0.10458E+06 0.10344E+09 0.10339E+09 57 0.17359E+06 0.23801E-01 -0.62255E+08 0.62428E+08 0.62342E+08 59 0.85597E+08 -0.61255E-01 -0.12625E+06 0.85723E+08 0.85660E+08 65 0.17609E+08 -0.32232E-03 -0.61372E+06 0.18222E+08 0.17923E+08 Max= 0.10334E+09 0.67008E-01 -74275. 0.10564E+09 0.10559E+09 Min= 0.0000 -0.61255E-01 -0.10554E+09 0.11015E+07 0.11015E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 52 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.58899E+06 0.0000 0.0000 0.58899E+06 0.58899E+06 3 0.19679E+08 -0.12677E-02 -0.27459E+06 0.19953E+08 0.19817E+08 9 0.21543E+06 0.30659E-02 -0.25082E+08 0.25297E+08 0.25190E+08 11 0.52755E+08 -0.28522E-01 -0.10242E+06 0.52858E+08 0.52806E+08 17 99465. 0.0000 -0.54325E+08 0.54424E+08 0.54375E+08 19 0.55501E+08 0.0000 -97358. 0.55598E+08 0.55549E+08 25 0.10476E+06 0.27128E-01 -0.51580E+08 0.51684E+08 0.51632E+08 27 0.26250E+08 -0.32657E-02 -0.20584E+06 0.26456E+08 0.26354E+08 33 0.29180E+06 0.12117E-02 -0.18518E+08 0.18810E+08 0.18665E+08 35 0.27589E+08 -0.17408E-02 -0.39171E+06 0.27981E+08 0.27787E+08 41 0.30260E+06 0.44265E-02 -0.35713E+08 0.36016E+08 0.35865E+08 43 0.74364E+08 -0.39936E-01 -0.14532E+06 0.74509E+08 0.74436E+08 49 0.14022E+06 0.0000 -0.77070E+08 0.77211E+08 0.77141E+08 51 0.78246E+08 0.0000 -0.13811E+06 0.78384E+08 0.78315E+08 57 0.14766E+06 0.38752E-01 -0.73188E+08 0.73336E+08 0.73262E+08 59 0.36881E+08 -0.45227E-02 -0.29302E+06 0.37174E+08 0.37029E+08 65 0.40891E+06 0.17624E-02 -0.26428E+08 0.26837E+08 0.26635E+08 Max= 0.78246E+08 0.38752E-01 0.0000 0.78384E+08 0.78315E+08 Min= 99465. -0.39936E-01 -0.77070E+08 0.58899E+06 0.58899E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.58899E+06 0.0000 0.0000 0.58899E+06 0.58899E+06 3 0.19679E+08 -0.12677E-02 -0.27459E+06 0.19953E+08 0.19817E+08 9 0.21543E+06 0.30659E-02 -0.25082E+08 0.25297E+08 0.25190E+08 11 0.52755E+08 -0.28522E-01 -0.10242E+06 0.52858E+08 0.52806E+08 17 99465. 0.0000 -0.54325E+08 0.54424E+08 0.54375E+08 19 0.55501E+08 0.0000 -97358. 0.55598E+08 0.55549E+08 25 0.10476E+06 0.27128E-01 -0.51580E+08 0.51684E+08 0.51632E+08 27 0.26250E+08 -0.32657E-02 -0.20584E+06 0.26456E+08 0.26354E+08


ANNEXES

112

33 0.29180E+06 0.12117E-02 -0.18518E+08 0.18810E+08 0.18665E+08 35 0.27589E+08 -0.17408E-02 -0.39171E+06 0.27981E+08 0.27787E+08 41 0.30260E+06 0.44265E-02 -0.35713E+08 0.36016E+08 0.35865E+08 43 0.74364E+08 -0.39936E-01 -0.14532E+06 0.74509E+08 0.74436E+08 49 0.14022E+06 0.0000 -0.77070E+08 0.77211E+08 0.77141E+08 51 0.78246E+08 0.0000 -0.13811E+06 0.78384E+08 0.78315E+08 57 0.14766E+06 0.38752E-01 -0.73188E+08 0.73336E+08 0.73262E+08 59 0.36881E+08 -0.45227E-02 -0.29302E+06 0.37174E+08 0.37029E+08 65 0.40891E+06 0.17624E-02 -0.26428E+08 0.26837E+08 0.26635E+08 Max= 0.78246E+08 0.38752E-01 0.0000 0.78384E+08 0.78315E+08 Min= 99465. -0.39936E-01 -0.77070E+08 0.58899E+06 0.58899E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 53 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 9 0.0000 0.0000 0.0000 0.0000 0.0000 11 0.0000 0.0000 0.0000 0.0000 0.0000 17 0.0000 0.0000 0.0000 0.0000 0.0000 19 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.0000 0.0000 0.0000 0.0000 0.0000 27 0.0000 0.0000 0.0000 0.0000 0.0000 33 0.0000 0.0000 0.0000 0.0000 0.0000 35 0.0000 0.0000 0.0000 0.0000 0.0000 41 0.0000 0.0000 0.0000 0.0000 0.0000 43 0.0000 0.0000 0.0000 0.0000 0.0000 49 0.0000 0.0000 0.0000 0.0000 0.0000 51 0.0000 0.0000 0.0000 0.0000 0.0000 57 0.0000 0.0000 0.0000 0.0000 0.0000 59 0.0000 0.0000 0.0000 0.0000 0.0000 65 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.0000 0.0000 0.0000 0.0000 0.0000 Min= 0.0000 0.0000 0.0000 0.0000 0.0000 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 9 0.0000 0.0000 0.0000 0.0000 0.0000 11 0.0000 0.0000 0.0000 0.0000 0.0000 17 0.0000 0.0000 0.0000 0.0000 0.0000 19 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.0000 0.0000 0.0000 0.0000 0.0000 27 0.0000 0.0000 0.0000 0.0000 0.0000 33 0.0000 0.0000 0.0000 0.0000 0.0000 35 0.0000 0.0000 0.0000 0.0000 0.0000 41 0.0000 0.0000 0.0000 0.0000 0.0000 43 0.0000 0.0000 0.0000 0.0000 0.0000 49 0.0000 0.0000 0.0000 0.0000 0.0000 51 0.0000 0.0000 0.0000 0.0000 0.0000 57 0.0000 0.0000 0.0000 0.0000 0.0000 59 0.0000 0.0000 0.0000 0.0000 0.0000 65 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.0000 0.0000 0.0000 0.0000 0.0000 Min= 0.0000 0.0000 0.0000 0.0000 0.0000 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 54 SECTION ID = 100 ELEMENT NODE = 1


ANNEXES

113

SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.26805E+07 0.26805E+07 0.26805E+07 3 0.10062E+09 -0.10613 -0.10125E+06 0.10072E+09 0.10067E+09 9 0.14966E+08 -0.16648E-03 -0.68067E+06 0.15647E+08 0.15318E+08 11 0.12637E+09 -0.21121 -80609. 0.12645E+09 0.12641E+09 17 0.12422E+06 0.0000 -0.82006E+08 0.82131E+08 0.82069E+08 19 0.76654E+08 0.0000 -0.13289E+06 0.76787E+08 0.76721E+08 25 77331. 0.24064 -0.13173E+09 0.13181E+09 0.13177E+09 27 0.50551E+06 0.81005E-03 -0.20152E+08 0.20657E+08 0.20409E+08 33 96129. 0.12517 -0.10597E+09 0.10607E+09 0.10602E+09 35 0.14340E+09 -0.15366 -0.14208E+06 0.14354E+09 0.14347E+09 41 0.22229E+08 -0.30121E-03 -0.91653E+06 0.23146E+08 0.22701E+08 43 0.17983E+09 -0.30432 -0.11330E+06 0.17994E+09 0.17989E+09 49 0.17737E+06 0.0000 -0.11487E+09 0.11504E+09 0.11495E+09 51 0.10951E+09 0.0000 -0.18604E+06 0.10970E+09 0.10961E+09 57 0.11002E+06 0.33427 -0.18519E+09 0.18530E+09 0.18524E+09 59 0.74311E+06 0.10152E-02 -0.27417E+08 0.28160E+08 0.27796E+08 65 0.13696E+06 0.17311 -0.14876E+09 0.14889E+09 0.14883E+09 Max= 0.17983E+09 0.33427 -80609. 0.18530E+09 0.18524E+09 Min= 0.0000 -0.30432 -0.18519E+09 0.26805E+07 0.26805E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.26805E+07 0.26805E+07 0.26805E+07 3 0.10062E+09 -0.10613 -0.10125E+06 0.10072E+09 0.10067E+09 9 0.14966E+08 -0.16648E-03 -0.68067E+06 0.15647E+08 0.15318E+08 11 0.12637E+09 -0.21121 -80609. 0.12645E+09 0.12641E+09 17 0.12422E+06 0.0000 -0.82006E+08 0.82131E+08 0.82069E+08 19 0.76654E+08 0.0000 -0.13289E+06 0.76787E+08 0.76721E+08 25 77331. 0.24064 -0.13173E+09 0.13181E+09 0.13177E+09 27 0.50551E+06 0.81005E-03 -0.20152E+08 0.20657E+08 0.20409E+08 33 96129. 0.12517 -0.10597E+09 0.10607E+09 0.10602E+09 35 0.14340E+09 -0.15366 -0.14208E+06 0.14354E+09 0.14347E+09 41 0.22229E+08 -0.30121E-03 -0.91653E+06 0.23146E+08 0.22701E+08 43 0.17983E+09 -0.30432 -0.11330E+06 0.17994E+09 0.17989E+09 49 0.17737E+06 0.0000 -0.11487E+09 0.11504E+09 0.11495E+09 51 0.10951E+09 0.0000 -0.18604E+06 0.10970E+09 0.10961E+09 57 0.11002E+06 0.33427 -0.18519E+09 0.18530E+09 0.18524E+09 59 0.74311E+06 0.10152E-02 -0.27417E+08 0.28160E+08 0.27796E+08 65 0.13696E+06 0.17311 -0.14876E+09 0.14889E+09 0.14883E+09 Max= 0.17983E+09 0.33427 -80609. 0.18530E+09 0.18524E+09 Min= 0.0000 -0.30432 -0.18519E+09 0.26805E+07 0.26805E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 55 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.25835E+07 0.25835E+07 0.25835E+07 3 0.38130E+08 0.0000 0.0000 0.38130E+08 0.38130E+08 9 0.34143E+07 0.0000 0.0000 0.34143E+07 0.34143E+07 11 0.48996E+08 0.0000 0.0000 0.48996E+08 0.48996E+08 17 0.0000 0.0000 -0.34814E+08 0.34814E+08 0.34814E+08 19 0.29647E+08 0.0000 0.0000 0.29647E+08 0.29647E+08 25 0.0000 0.0000 -0.54163E+08 0.54163E+08 0.54163E+08 27 0.0000 0.0000 -0.85814E+07 0.85814E+07 0.85814E+07 33 0.0000 0.0000 -0.43297E+08 0.43297E+08 0.43297E+08 35 0.54994E+08 0.0000 0.0000 0.54994E+08 0.54994E+08 41 0.58987E+07 0.0000 0.0000 0.58987E+07 0.58987E+07 43 0.70360E+08 0.0000 0.0000 0.70360E+08 0.70360E+08 49 0.0000 0.0000 -0.48165E+08 0.48165E+08 0.48165E+08 51 0.42998E+08 0.0000 0.0000 0.42998E+08 0.42998E+08 57 0.0000 0.0000 -0.75528E+08 0.75528E+08 0.75528E+08 59 0.0000 0.0000 -0.11066E+08 0.11066E+08 0.11066E+08 65 0.0000 0.0000 -0.60161E+08 0.60161E+08 0.60161E+08 Max= 0.70360E+08 0.0000 0.0000 0.75528E+08 0.75528E+08


ANNEXES

114

Min= 0.0000 0.0000 -0.75528E+08 0.25835E+07 0.25835E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.25835E+07 0.25835E+07 0.25835E+07 3 0.38130E+08 0.0000 0.0000 0.38130E+08 0.38130E+08 9 0.34143E+07 0.0000 0.0000 0.34143E+07 0.34143E+07 11 0.48996E+08 0.0000 0.0000 0.48996E+08 0.48996E+08 17 0.0000 0.0000 -0.34814E+08 0.34814E+08 0.34814E+08 19 0.29647E+08 0.0000 0.0000 0.29647E+08 0.29647E+08 25 0.0000 0.0000 -0.54163E+08 0.54163E+08 0.54163E+08 27 0.0000 0.0000 -0.85814E+07 0.85814E+07 0.85814E+07 33 0.0000 0.0000 -0.43297E+08 0.43297E+08 0.43297E+08 35 0.54994E+08 0.0000 0.0000 0.54994E+08 0.54994E+08 41 0.58987E+07 0.0000 0.0000 0.58987E+07 0.58987E+07 43 0.70360E+08 0.0000 0.0000 0.70360E+08 0.70360E+08 49 0.0000 0.0000 -0.48165E+08 0.48165E+08 0.48165E+08 51 0.42998E+08 0.0000 0.0000 0.42998E+08 0.42998E+08 57 0.0000 0.0000 -0.75528E+08 0.75528E+08 0.75528E+08 59 0.0000 0.0000 -0.11066E+08 0.11066E+08 0.11066E+08 65 0.0000 0.0000 -0.60161E+08 0.60161E+08 0.60161E+08 Max= 0.70360E+08 0.0000 0.0000 0.75528E+08 0.75528E+08 Min= 0.0000 0.0000 -0.75528E+08 0.25835E+07 0.25835E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 56 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 9 0.75648E-06 0.0000 0.0000 0.75648E-06 0.75648E-06 11 0.0000 0.0000 -0.75648E-06 0.75648E-06 0.75648E-06 17 0.10698E-05 0.0000 0.0000 0.10698E-05 0.10698E-05 19 0.0000 0.0000 -0.10698E-05 0.10698E-05 0.10698E-05 25 0.75648E-06 0.0000 0.0000 0.75648E-06 0.75648E-06 27 0.0000 0.0000 -0.75648E-06 0.75648E-06 0.75648E-06 33 0.0000 0.0000 0.0000 0.0000 0.0000 35 0.0000 0.0000 0.0000 0.0000 0.0000 41 0.10698E-05 0.0000 0.0000 0.10698E-05 0.10698E-05 43 0.0000 0.0000 -0.10698E-05 0.10698E-05 0.10698E-05 49 0.15130E-05 0.0000 0.0000 0.15130E-05 0.15130E-05 51 0.0000 0.0000 -0.15130E-05 0.15130E-05 0.15130E-05 57 0.10698E-05 0.0000 0.0000 0.10698E-05 0.10698E-05 59 0.0000 0.0000 -0.10698E-05 0.10698E-05 0.10698E-05 65 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.15130E-05 0.0000 0.0000 0.15130E-05 0.15130E-05 Min= 0.0000 0.0000 -0.15130E-05 0.0000 0.0000 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 9 0.75648E-06 0.0000 0.0000 0.75648E-06 0.75648E-06 11 0.0000 0.0000 -0.75648E-06 0.75648E-06 0.75648E-06 17 0.10698E-05 0.0000 0.0000 0.10698E-05 0.10698E-05 19 0.0000 0.0000 -0.10698E-05 0.10698E-05 0.10698E-05 25 0.75648E-06 0.0000 0.0000 0.75648E-06 0.75648E-06 27 0.0000 0.0000 -0.75648E-06 0.75648E-06 0.75648E-06 33 0.0000 0.0000 0.0000 0.0000 0.0000 35 0.0000 0.0000 0.0000 0.0000 0.0000 41 0.10698E-05 0.0000 0.0000 0.10698E-05 0.10698E-05 43 0.0000 0.0000 -0.10698E-05 0.10698E-05 0.10698E-05 49 0.15130E-05 0.0000 0.0000 0.15130E-05 0.15130E-05 51 0.0000 0.0000 -0.15130E-05 0.15130E-05 0.15130E-05


ANNEXES

115

57 0.10698E-05 0.0000 0.0000 0.10698E-05 0.10698E-05 59 0.0000 0.0000 -0.10698E-05 0.10698E-05 0.10698E-05 65 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.15130E-05 0.0000 0.0000 0.15130E-05 0.15130E-05 Min= 0.0000 0.0000 -0.15130E-05 0.0000 0.0000 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 57 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.10253E+09 -0.10857E-01 -0.92958E+06 0.10346E+09 0.10299E+09 3 0.10741E+09 -0.99627E-02 -0.10954E+07 0.10851E+09 0.10796E+09 12 0.13571E+09 -0.21110E-01 -0.86701E+06 0.13658E+09 0.13615E+09 10 0.12802E+09 -0.22034E-01 -0.74449E+06 0.12876E+09 0.12839E+09 13 0.52848E+08 -0.10021E-02 -0.18034E+07 0.54651E+08 0.53772E+08 15 0.52392E+08 -0.65806E-03 -0.22458E+07 0.54638E+08 0.53550E+08 24 0.12000E+09 0.0000 -0.98052E+06 0.12098E+09 0.12049E+09 22 0.11387E+09 0.0000 -0.83699E+06 0.11470E+09 0.11429E+09 25 0.12721E+08 0.0000 -0.74918E+07 0.20213E+08 0.17699E+08 27 0.10474E+08 0.0000 -0.11234E+08 0.21708E+08 0.18803E+08 36 0.69799E+08 -0.22294E-02 -0.16857E+07 0.71485E+08 0.70657E+08 34 0.68605E+08 -0.27785E-02 -0.13892E+07 0.69994E+08 0.69310E+08 37 0.62464E+07 0.69209E-04 -0.15258E+08 0.21504E+08 0.19160E+08 39 0.53618E+07 0.95596E-04 -0.21945E+08 0.27306E+08 0.25059E+08 48 0.18356E+08 0.16091E-03 -0.64102E+07 0.24766E+08 0.22264E+08 46 0.21167E+08 0.15008E-03 -0.45027E+07 0.25669E+08 0.23740E+08 Max= 0.13571E+09 0.16091E-03 -0.74449E+06 0.13658E+09 0.13615E+09 Min= 0.53618E+07 -0.22034E-01 -0.21945E+08 0.20213E+08 0.17699E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.10253E+09 -0.10857E-01 -0.92958E+06 0.10346E+09 0.10299E+09 3 0.10741E+09 -0.99627E-02 -0.10954E+07 0.10851E+09 0.10796E+09 12 0.13571E+09 -0.21110E-01 -0.86701E+06 0.13658E+09 0.13615E+09 10 0.12802E+09 -0.22034E-01 -0.74449E+06 0.12876E+09 0.12839E+09 13 0.52848E+08 -0.10021E-02 -0.18034E+07 0.54651E+08 0.53772E+08 15 0.52392E+08 -0.65806E-03 -0.22458E+07 0.54638E+08 0.53550E+08 24 0.12000E+09 0.0000 -0.98052E+06 0.12098E+09 0.12049E+09 22 0.11387E+09 0.0000 -0.83699E+06 0.11470E+09 0.11429E+09 25 0.12721E+08 0.0000 -0.74918E+07 0.20213E+08 0.17699E+08 27 0.10474E+08 0.0000 -0.11234E+08 0.21708E+08 0.18803E+08 36 0.69799E+08 -0.22294E-02 -0.16857E+07 0.71485E+08 0.70657E+08 34 0.68605E+08 -0.27785E-02 -0.13892E+07 0.69994E+08 0.69310E+08 37 0.62464E+07 0.69209E-04 -0.15258E+08 0.21504E+08 0.19160E+08 39 0.53618E+07 0.95596E-04 -0.21945E+08 0.27306E+08 0.25059E+08 48 0.18356E+08 0.16091E-03 -0.64102E+07 0.24766E+08 0.22264E+08 46 0.21167E+08 0.15008E-03 -0.45027E+07 0.25669E+08 0.23740E+08 Max= 0.13571E+09 0.16091E-03 -0.74449E+06 0.13658E+09 0.13615E+09 Min= 0.53618E+07 -0.22034E-01 -0.21945E+08 0.20213E+08 0.17699E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 58 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.12303E+09 -0.28390E-01 -0.54306E+06 0.12357E+09 0.12330E+09 3 0.12877E+09 -0.26183E-01 -0.64058E+06 0.12941E+09 0.12909E+09 12 0.21682E+09 -0.13000 -0.38043E+06 0.21720E+09 0.21701E+09 10 0.20230E+09 -0.13055 -0.33027E+06 0.20263E+09 0.20246E+09 13 0.17165E+08 0.12654E-03 -0.38923E+07 0.21058E+08 0.19407E+08 15 0.13082E+08 0.12213E-03 -0.63050E+07 0.19387E+08 0.17129E+08


ANNEXES

116

24 0.22036E+09 0.0000 -0.37432E+06 0.22074E+09 0.22055E+09 22 0.20549E+09 0.0000 -0.32514E+06 0.20581E+09 0.20565E+09 25 0.10646E+07 0.0000 -0.62759E+08 0.63824E+08 0.63298E+08 27 0.10632E+07 0.0000 -0.77584E+08 0.78647E+08 0.78121E+08 36 0.13729E+09 -0.31970E-01 -0.60081E+06 0.13789E+09 0.13759E+09 34 0.13070E+09 -0.34253E-01 -0.51117E+06 0.13122E+09 0.13096E+09 37 0.11206E+07 0.32467E-02 -0.59623E+08 0.60744E+08 0.60191E+08 39 0.11134E+07 0.50925E-02 -0.74087E+08 0.75200E+08 0.74650E+08 48 0.19558E+08 0.13989E-03 -0.42174E+07 0.23776E+08 0.21973E+08 46 0.23789E+08 0.77209E-04 -0.28086E+07 0.26597E+08 0.25310E+08 Max= 0.22036E+09 0.50925E-02 -0.32514E+06 0.22074E+09 0.22055E+09 Min= 0.10632E+07 -0.13055 -0.77584E+08 0.19387E+08 0.17129E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.12303E+09 -0.28390E-01 -0.54306E+06 0.12357E+09 0.12330E+09 3 0.12877E+09 -0.26183E-01 -0.64058E+06 0.12941E+09 0.12909E+09 12 0.21682E+09 -0.13000 -0.38043E+06 0.21720E+09 0.21701E+09 10 0.20230E+09 -0.13055 -0.33027E+06 0.20263E+09 0.20246E+09 13 0.17165E+08 0.12654E-03 -0.38923E+07 0.21058E+08 0.19407E+08 15 0.13082E+08 0.12213E-03 -0.63050E+07 0.19387E+08 0.17129E+08 24 0.22036E+09 0.0000 -0.37432E+06 0.22074E+09 0.22055E+09 22 0.20549E+09 0.0000 -0.32514E+06 0.20581E+09 0.20565E+09 25 0.10646E+07 0.0000 -0.62759E+08 0.63824E+08 0.63298E+08 27 0.10632E+07 0.0000 -0.77584E+08 0.78647E+08 0.78121E+08 36 0.13729E+09 -0.31970E-01 -0.60081E+06 0.13789E+09 0.13759E+09 34 0.13070E+09 -0.34253E-01 -0.51117E+06 0.13122E+09 0.13096E+09 37 0.11206E+07 0.32467E-02 -0.59623E+08 0.60744E+08 0.60191E+08 39 0.11134E+07 0.50925E-02 -0.74087E+08 0.75200E+08 0.74650E+08 48 0.19558E+08 0.13989E-03 -0.42174E+07 0.23776E+08 0.21973E+08 46 0.23789E+08 0.77209E-04 -0.28086E+07 0.26597E+08 0.25310E+08 Max= 0.22036E+09 0.50925E-02 -0.32514E+06 0.22074E+09 0.22055E+09 Min= 0.10632E+07 -0.13055 -0.77584E+08 0.19387E+08 0.17129E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 59 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.37876E+08 0.23926E-03 -0.69083E+07 0.44785E+08 0.41761E+08 3 0.40022E+08 0.27367E-03 -0.80716E+07 0.48094E+08 0.44609E+08 12 0.48471E+07 0.84659E-03 -0.66647E+08 0.71494E+08 0.69198E+08 10 0.45173E+07 0.68167E-03 -0.57924E+08 0.62442E+08 0.60310E+08 13 0.11249E+09 -0.44322E-02 -0.23261E+07 0.11481E+09 0.11367E+09 15 0.12258E+09 -0.45871E-02 -0.26353E+07 0.12522E+09 0.12392E+09 24 0.29544E+07 0.0000 -0.10934E+09 0.11230E+09 0.11085E+09 22 0.27184E+07 0.0000 -0.96255E+08 0.98973E+08 0.97642E+08 25 0.13966E+09 0.0000 -0.18736E+07 0.14153E+09 0.14061E+09 27 0.15275E+09 0.0000 -0.21148E+07 0.15487E+09 0.15382E+09 36 0.40509E+07 0.15010E-02 -0.79746E+08 0.83797E+08 0.81847E+08 34 0.37558E+07 0.12288E-02 -0.69669E+08 0.73424E+08 0.71620E+08 37 0.10027E+09 -0.28814E-02 -0.26097E+07 0.10288E+09 0.10160E+09 39 0.10901E+09 -0.29417E-02 -0.29633E+07 0.11198E+09 0.11052E+09 48 0.25146E+08 0.23647E-03 -0.12847E+08 0.37993E+08 0.33472E+08 46 0.24127E+08 0.22296E-03 -0.10845E+08 0.34972E+08 0.31006E+08 Max= 0.15275E+09 0.15010E-02 -0.18736E+07 0.15487E+09 0.15382E+09 Min= 0.27184E+07 -0.45871E-02 -0.10934E+09 0.34972E+08 0.31006E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.37876E+08 0.23926E-03 -0.69083E+07 0.44785E+08 0.41761E+08 3 0.40022E+08 0.27367E-03 -0.80716E+07 0.48094E+08 0.44609E+08 12 0.48471E+07 0.84659E-03 -0.66647E+08 0.71494E+08 0.69198E+08 10 0.45173E+07 0.68167E-03 -0.57924E+08 0.62442E+08 0.60310E+08


ANNEXES

117

13 0.11249E+09 -0.44322E-02 -0.23261E+07 0.11481E+09 0.11367E+09 15 0.12258E+09 -0.45871E-02 -0.26353E+07 0.12522E+09 0.12392E+09 24 0.29544E+07 0.0000 -0.10934E+09 0.11230E+09 0.11085E+09 22 0.27184E+07 0.0000 -0.96255E+08 0.98973E+08 0.97642E+08 25 0.13966E+09 0.0000 -0.18736E+07 0.14153E+09 0.14061E+09 27 0.15275E+09 0.0000 -0.21148E+07 0.15487E+09 0.15382E+09 36 0.40509E+07 0.15010E-02 -0.79746E+08 0.83797E+08 0.81847E+08 34 0.37558E+07 0.12288E-02 -0.69669E+08 0.73424E+08 0.71620E+08 37 0.10027E+09 -0.28814E-02 -0.26097E+07 0.10288E+09 0.10160E+09 39 0.10901E+09 -0.29417E-02 -0.29633E+07 0.11198E+09 0.11052E+09 48 0.25146E+08 0.23647E-03 -0.12847E+08 0.37993E+08 0.33472E+08 46 0.24127E+08 0.22296E-03 -0.10845E+08 0.34972E+08 0.31006E+08 Max= 0.15275E+09 0.15010E-02 -0.18736E+07 0.15487E+09 0.15382E+09 Min= 0.27184E+07 -0.45871E-02 -0.10934E+09 0.34972E+08 0.31006E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 60 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.16802E+08 0.16243E-03 -0.15006E+08 0.31808E+08 0.27561E+08 3 0.18935E+08 0.18302E-03 -0.16439E+08 0.35374E+08 0.30660E+08 12 0.18694E+07 0.15467E-01 -0.16651E+09 0.16838E+09 0.16745E+09 10 0.16774E+07 0.14047E-01 -0.15031E+09 0.15198E+09 0.15115E+09 13 0.15021E+09 -0.12551E-01 -0.16785E+07 0.15188E+09 0.15105E+09 15 0.16739E+09 -0.14082E-01 -0.18595E+07 0.16925E+09 0.16833E+09 24 0.13009E+07 0.0000 -0.23928E+09 0.24058E+09 0.23993E+09 22 0.11684E+07 0.0000 -0.21580E+09 0.21697E+09 0.21638E+09 25 0.20683E+09 0.0000 -0.12190E+07 0.20805E+09 0.20744E+09 27 0.23031E+09 0.0000 -0.13515E+07 0.23166E+09 0.23099E+09 36 0.17654E+07 0.18420E-01 -0.17631E+09 0.17808E+09 0.17720E+09 34 0.15844E+07 0.16721E-01 -0.15913E+09 0.16071E+09 0.15993E+09 37 0.14139E+09 -0.10267E-01 -0.17832E+07 0.14318E+09 0.14229E+09 39 0.15760E+09 -0.11528E-01 -0.19751E+07 0.15957E+09 0.15860E+09 48 0.12801E+08 0.12944E-03 -0.24315E+08 0.37117E+08 0.32656E+08 46 0.11367E+08 0.11571E-03 -0.22181E+08 0.33548E+08 0.29552E+08 Max= 0.23031E+09 0.18420E-01 -0.12190E+07 0.24058E+09 0.23993E+09 Min= 0.11684E+07 -0.14082E-01 -0.23928E+09 0.31808E+08 0.27561E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.16802E+08 0.16243E-03 -0.15006E+08 0.31808E+08 0.27561E+08 3 0.18935E+08 0.18302E-03 -0.16439E+08 0.35374E+08 0.30660E+08 12 0.18694E+07 0.15467E-01 -0.16651E+09 0.16838E+09 0.16745E+09 10 0.16774E+07 0.14047E-01 -0.15031E+09 0.15198E+09 0.15115E+09 13 0.15021E+09 -0.12551E-01 -0.16785E+07 0.15188E+09 0.15105E+09 15 0.16739E+09 -0.14082E-01 -0.18595E+07 0.16925E+09 0.16833E+09 24 0.13009E+07 0.0000 -0.23928E+09 0.24058E+09 0.23993E+09 22 0.11684E+07 0.0000 -0.21580E+09 0.21697E+09 0.21638E+09 25 0.20683E+09 0.0000 -0.12190E+07 0.20805E+09 0.20744E+09 27 0.23031E+09 0.0000 -0.13515E+07 0.23166E+09 0.23099E+09 36 0.17654E+07 0.18420E-01 -0.17631E+09 0.17808E+09 0.17720E+09 34 0.15844E+07 0.16721E-01 -0.15913E+09 0.16071E+09 0.15993E+09 37 0.14139E+09 -0.10267E-01 -0.17832E+07 0.14318E+09 0.14229E+09 39 0.15760E+09 -0.11528E-01 -0.19751E+07 0.15957E+09 0.15860E+09 48 0.12801E+08 0.12944E-03 -0.24315E+08 0.37117E+08 0.32656E+08 46 0.11367E+08 0.11571E-03 -0.22181E+08 0.33548E+08 0.29552E+08 Max= 0.23031E+09 0.18420E-01 -0.12190E+07 0.24058E+09 0.23993E+09 Min= 0.11684E+07 -0.14082E-01 -0.23928E+09 0.31808E+08 0.27561E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 61 SECTION ID = 49 ELEMENT NODE = 1


ANNEXES

118

SEC NODE S1 S2 S3 SINT SEQV 1 0.32374E+07 0.26294E-03 -0.30808E+08 0.34045E+08 0.32548E+08 3 0.44088E+07 0.20276E-03 -0.31596E+08 0.36005E+08 0.34016E+08 12 0.19013E+07 0.28412E-02 -0.73267E+08 0.75168E+08 0.74236E+08 10 0.15009E+07 0.29841E-02 -0.66453E+08 0.67954E+08 0.67216E+08 13 0.15157E+08 0.13927E-03 -0.65803E+07 0.21737E+08 0.19307E+08 15 0.21895E+08 0.18114E-03 -0.63624E+07 0.28257E+08 0.25674E+08 24 0.15039E+07 0.0000 -0.92627E+08 0.94131E+08 0.93388E+08 22 0.12035E+07 0.0000 -0.82873E+08 0.84077E+08 0.83481E+08 25 0.26132E+08 0.0000 -0.38167E+07 0.29949E+08 0.28235E+08 27 0.35674E+08 0.0000 -0.39049E+07 0.39579E+08 0.37778E+08 36 0.18161E+07 0.32771E-02 -0.76703E+08 0.78519E+08 0.77627E+08 34 0.14378E+07 0.34095E-02 -0.69369E+08 0.70807E+08 0.70099E+08 37 0.13170E+08 0.12529E-03 -0.75729E+07 0.20743E+08 0.18181E+08 39 0.19248E+08 0.17185E-03 -0.72372E+07 0.26485E+08 0.23710E+08 48 0.38660E+07 0.30090E-03 -0.36033E+08 0.39899E+08 0.38113E+08 46 0.28775E+07 0.38104E-03 -0.34661E+08 0.37539E+08 0.36186E+08 Max= 0.35674E+08 0.34095E-02 -0.38167E+07 0.94131E+08 0.93388E+08 Min= 0.12035E+07 0.0000 -0.92627E+08 0.20743E+08 0.18181E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.32374E+07 0.26294E-03 -0.30808E+08 0.34045E+08 0.32548E+08 3 0.44088E+07 0.20276E-03 -0.31596E+08 0.36005E+08 0.34016E+08 12 0.19013E+07 0.28412E-02 -0.73267E+08 0.75168E+08 0.74236E+08 10 0.15009E+07 0.29841E-02 -0.66453E+08 0.67954E+08 0.67216E+08 13 0.15157E+08 0.13927E-03 -0.65803E+07 0.21737E+08 0.19307E+08 15 0.21895E+08 0.18114E-03 -0.63624E+07 0.28257E+08 0.25674E+08 24 0.15039E+07 0.0000 -0.92627E+08 0.94131E+08 0.93388E+08 22 0.12035E+07 0.0000 -0.82873E+08 0.84077E+08 0.83481E+08 25 0.26132E+08 0.0000 -0.38167E+07 0.29949E+08 0.28235E+08 27 0.35674E+08 0.0000 -0.39049E+07 0.39579E+08 0.37778E+08 36 0.18161E+07 0.32771E-02 -0.76703E+08 0.78519E+08 0.77627E+08 34 0.14378E+07 0.34095E-02 -0.69369E+08 0.70807E+08 0.70099E+08 37 0.13170E+08 0.12529E-03 -0.75729E+07 0.20743E+08 0.18181E+08 39 0.19248E+08 0.17185E-03 -0.72372E+07 0.26485E+08 0.23710E+08 48 0.38660E+07 0.30090E-03 -0.36033E+08 0.39899E+08 0.38113E+08 46 0.28775E+07 0.38104E-03 -0.34661E+08 0.37539E+08 0.36186E+08 Max= 0.35674E+08 0.34095E-02 -0.38167E+07 0.94131E+08 0.93388E+08 Min= 0.12035E+07 0.0000 -0.92627E+08 0.20743E+08 0.18181E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 62 SECTION ID = 49 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.40959E+07 0.42896E-04 -0.87793E+07 0.12875E+08 0.11393E+08 3 0.47587E+07 0.50475E-04 -0.10554E+08 0.15313E+08 0.13574E+08 12 0.51721E+07 0.52163E-04 -0.97106E+07 0.14883E+08 0.13087E+08 10 0.44539E+07 0.44591E-04 -0.80736E+07 0.12528E+08 0.10999E+08 13 0.50115E+07 0.48780E-04 -0.71753E+07 0.12187E+08 0.10609E+08 15 0.58167E+07 0.56762E-04 -0.86345E+07 0.14451E+08 0.12594E+08 24 0.71962E+07 0.0000 -0.69793E+07 0.14176E+08 0.12277E+08 22 0.62020E+07 0.0000 -0.57980E+07 0.12000E+08 0.10394E+08 25 0.73533E+07 0.0000 -0.48903E+07 0.12244E+08 0.10674E+08 27 0.85348E+07 0.0000 -0.58846E+07 0.14419E+08 0.12558E+08 36 0.10478E+08 0.97086E-04 -0.47933E+07 0.15271E+08 0.13527E+08 34 0.90182E+07 0.83113E-04 -0.39874E+07 0.13006E+08 0.11541E+08 37 0.10061E+08 0.88596E-04 -0.35742E+07 0.13635E+08 0.12246E+08 39 0.11699E+08 0.10385E-03 -0.42932E+07 0.15992E+08 0.14336E+08 48 0.12637E+08 0.10744E-03 -0.39744E+07 0.16611E+08 0.15024E+08 46 0.10861E+08 0.91395E-04 -0.33108E+07 0.14172E+08 0.12841E+08 Max= 0.12637E+08 0.10744E-03 -0.33108E+07 0.16611E+08 0.15024E+08 Min= 0.40959E+07 0.0000 -0.10554E+08 0.12000E+08 0.10394E+08


ANNEXES

119

ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.40959E+07 0.42896E-04 -0.87793E+07 0.12875E+08 0.11393E+08 3 0.47587E+07 0.50475E-04 -0.10554E+08 0.15313E+08 0.13574E+08 12 0.51721E+07 0.52163E-04 -0.97106E+07 0.14883E+08 0.13087E+08 10 0.44539E+07 0.44591E-04 -0.80736E+07 0.12528E+08 0.10999E+08 13 0.50115E+07 0.48780E-04 -0.71753E+07 0.12187E+08 0.10609E+08 15 0.58167E+07 0.56762E-04 -0.86345E+07 0.14451E+08 0.12594E+08 24 0.71962E+07 0.0000 -0.69793E+07 0.14176E+08 0.12277E+08 22 0.62020E+07 0.0000 -0.57980E+07 0.12000E+08 0.10394E+08 25 0.73533E+07 0.0000 -0.48903E+07 0.12244E+08 0.10674E+08 27 0.85348E+07 0.0000 -0.58846E+07 0.14419E+08 0.12558E+08 36 0.10478E+08 0.97086E-04 -0.47933E+07 0.15271E+08 0.13527E+08 34 0.90182E+07 0.83113E-04 -0.39874E+07 0.13006E+08 0.11541E+08 37 0.10061E+08 0.88596E-04 -0.35742E+07 0.13635E+08 0.12246E+08 39 0.11699E+08 0.10385E-03 -0.42932E+07 0.15992E+08 0.14336E+08 48 0.12637E+08 0.10744E-03 -0.39744E+07 0.16611E+08 0.15024E+08 46 0.10861E+08 0.91395E-04 -0.33108E+07 0.14172E+08 0.12841E+08 Max= 0.12637E+08 0.10744E-03 -0.33108E+07 0.16611E+08 0.15024E+08 Min= 0.40959E+07 0.0000 -0.10554E+08 0.12000E+08 0.10394E+08


ANNEXES

120

F.3.3.- Resultats del cas 2.2 LOAD STEP= 1 SUBSTEP= 1 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 1 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 12 0.0000 0.0000 0.0000 0.0000 0.0000 10 0.0000 0.0000 0.0000 0.0000 0.0000 13 0.0000 0.0000 0.0000 0.0000 0.0000 15 0.0000 0.0000 0.0000 0.0000 0.0000 24 0.0000 0.0000 0.0000 0.0000 0.0000 22 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.0000 0.0000 0.0000 0.0000 0.0000 27 0.0000 0.0000 0.0000 0.0000 0.0000 36 0.0000 0.0000 0.0000 0.0000 0.0000 34 0.0000 0.0000 0.0000 0.0000 0.0000 37 0.0000 0.0000 0.0000 0.0000 0.0000 39 0.0000 0.0000 0.0000 0.0000 0.0000 48 0.0000 0.0000 0.0000 0.0000 0.0000 46 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.0000 0.0000 0.0000 0.0000 0.0000 Min= 0.0000 0.0000 0.0000 0.0000 0.0000 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 12 0.0000 0.0000 0.0000 0.0000 0.0000 10 0.0000 0.0000 0.0000 0.0000 0.0000 13 0.0000 0.0000 0.0000 0.0000 0.0000 15 0.0000 0.0000 0.0000 0.0000 0.0000 24 0.0000 0.0000 0.0000 0.0000 0.0000 22 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.0000 0.0000 0.0000 0.0000 0.0000 27 0.0000 0.0000 0.0000 0.0000 0.0000 36 0.0000 0.0000 0.0000 0.0000 0.0000 34 0.0000 0.0000 0.0000 0.0000 0.0000 37 0.0000 0.0000 0.0000 0.0000 0.0000 39 0.0000 0.0000 0.0000 0.0000 0.0000 48 0.0000 0.0000 0.0000 0.0000 0.0000 46 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.0000 0.0000 0.0000 0.0000 0.0000 Min= 0.0000 0.0000 0.0000 0.0000 0.0000 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 2 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.15275E-04 0.15532E-15 -0.29685E-04 0.44959E-04 0.39597E-04 3 0.16083E-04 0.16354E-15 -0.31255E-04 0.47338E-04 0.41692E-04 12 0.19898E-04 0.19275E-15 -0.25262E-04 0.45161E-04 0.39202E-04 10 0.18898E-04 0.18307E-15 -0.23993E-04 0.42891E-04 0.37232E-04 13 0.14982E-04 0.15394E-15 -0.30266E-04 0.45247E-04 0.39923E-04 15 0.15774E-04 0.16208E-15 -0.31867E-04 0.47641E-04 0.42036E-04 24 0.26532E-04 0.0000 -0.18946E-04 0.45478E-04 0.39567E-04 22 0.25199E-04 0.0000 -0.17994E-04 0.43193E-04 0.37579E-04


ANNEXES

121

25 0.17994E-04 0.0000 -0.25199E-04 0.43193E-04 0.37579E-04 27 0.18946E-04 0.0000 -0.26532E-04 0.45478E-04 0.39567E-04 36 0.31867E-04 0.29852E-15 -0.15774E-04 0.47641E-04 0.42036E-04 34 0.30266E-04 0.28352E-15 -0.14982E-04 0.45247E-04 0.39923E-04 37 0.23993E-04 0.23162E-15 -0.18898E-04 0.42891E-04 0.37232E-04 39 0.25262E-04 0.24388E-15 -0.19898E-04 0.45161E-04 0.39202E-04 48 0.31255E-04 0.29414E-15 -0.16083E-04 0.47338E-04 0.41692E-04 46 0.29685E-04 0.27936E-15 -0.15275E-04 0.44959E-04 0.39597E-04 Max= 0.31867E-04 0.29852E-15 -0.14982E-04 0.47641E-04 0.42036E-04 Min= 0.14982E-04 0.0000 -0.31867E-04 0.42891E-04 0.37232E-04 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.15275E-04 0.15532E-15 -0.29685E-04 0.44959E-04 0.39597E-04 3 0.16083E-04 0.16354E-15 -0.31255E-04 0.47338E-04 0.41692E-04 12 0.19898E-04 0.19275E-15 -0.25262E-04 0.45161E-04 0.39202E-04 10 0.18898E-04 0.18307E-15 -0.23993E-04 0.42891E-04 0.37232E-04 13 0.14982E-04 0.15394E-15 -0.30266E-04 0.45247E-04 0.39923E-04 15 0.15774E-04 0.16208E-15 -0.31867E-04 0.47641E-04 0.42036E-04 24 0.26532E-04 0.0000 -0.18946E-04 0.45478E-04 0.39567E-04 22 0.25199E-04 0.0000 -0.17994E-04 0.43193E-04 0.37579E-04 25 0.17994E-04 0.0000 -0.25199E-04 0.43193E-04 0.37579E-04 27 0.18946E-04 0.0000 -0.26532E-04 0.45478E-04 0.39567E-04 36 0.31867E-04 0.29852E-15 -0.15774E-04 0.47641E-04 0.42036E-04 34 0.30266E-04 0.28352E-15 -0.14982E-04 0.45247E-04 0.39923E-04 37 0.23993E-04 0.23162E-15 -0.18898E-04 0.42891E-04 0.37232E-04 39 0.25262E-04 0.24388E-15 -0.19898E-04 0.45161E-04 0.39202E-04 48 0.31255E-04 0.29414E-15 -0.16083E-04 0.47338E-04 0.41692E-04 46 0.29685E-04 0.27936E-15 -0.15275E-04 0.44959E-04 0.39597E-04 Max= 0.31867E-04 0.29852E-15 -0.14982E-04 0.47641E-04 0.42036E-04 Min= 0.14982E-04 0.0000 -0.31867E-04 0.42891E-04 0.37232E-04 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 3 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.53954E+09 0.53954E+09 0.53954E+09 3 0.0000 0.0000 -0.56809E+09 0.56809E+09 0.56809E+09 12 0.0000 0.0000 -0.39532E+09 0.39532E+09 0.39532E+09 10 0.0000 0.0000 -0.37546E+09 0.37546E+09 0.37546E+09 13 0.0000 0.0000 -0.38757E+09 0.38757E+09 0.38757E+09 15 0.0000 0.0000 -0.40807E+09 0.40807E+09 0.40807E+09 24 0.90152E+07 0.0000 0.0000 0.90152E+07 0.90152E+07 22 0.85622E+07 0.0000 0.0000 0.85622E+07 0.85622E+07 25 0.0000 0.0000 -0.85622E+07 0.85622E+07 0.85622E+07 27 0.0000 0.0000 -0.90152E+07 0.90152E+07 0.90152E+07 36 0.40807E+09 0.0000 0.0000 0.40807E+09 0.40807E+09 34 0.38757E+09 0.0000 0.0000 0.38757E+09 0.38757E+09 37 0.37546E+09 0.0000 0.0000 0.37546E+09 0.37546E+09 39 0.39532E+09 0.0000 0.0000 0.39532E+09 0.39532E+09 48 0.56809E+09 0.0000 0.0000 0.56809E+09 0.56809E+09 46 0.53954E+09 0.0000 0.0000 0.53954E+09 0.53954E+09 Max= 0.56809E+09 0.0000 0.0000 0.56809E+09 0.56809E+09 Min= 0.0000 0.0000 -0.56809E+09 0.85622E+07 0.85622E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.53954E+09 0.53954E+09 0.53954E+09 3 0.0000 0.0000 -0.56809E+09 0.56809E+09 0.56809E+09 12 0.0000 0.0000 -0.39532E+09 0.39532E+09 0.39532E+09 10 0.0000 0.0000 -0.37546E+09 0.37546E+09 0.37546E+09 13 0.0000 0.0000 -0.38757E+09 0.38757E+09 0.38757E+09 15 0.0000 0.0000 -0.40807E+09 0.40807E+09 0.40807E+09


ANNEXES

122

24 0.90152E+07 0.0000 0.0000 0.90152E+07 0.90152E+07 22 0.85622E+07 0.0000 0.0000 0.85622E+07 0.85622E+07 25 0.0000 0.0000 -0.85622E+07 0.85622E+07 0.85622E+07 27 0.0000 0.0000 -0.90152E+07 0.90152E+07 0.90152E+07 36 0.40807E+09 0.0000 0.0000 0.40807E+09 0.40807E+09 34 0.38757E+09 0.0000 0.0000 0.38757E+09 0.38757E+09 37 0.37546E+09 0.0000 0.0000 0.37546E+09 0.37546E+09 39 0.39532E+09 0.0000 0.0000 0.39532E+09 0.39532E+09 48 0.56809E+09 0.0000 0.0000 0.56809E+09 0.56809E+09 46 0.53954E+09 0.0000 0.0000 0.53954E+09 0.53954E+09 Max= 0.56809E+09 0.0000 0.0000 0.56809E+09 0.56809E+09 Min= 0.0000 0.0000 -0.56809E+09 0.85622E+07 0.85622E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 4 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.46979E+09 0.46979E+09 0.46979E+09 3 0.0000 0.0000 -0.49464E+09 0.49464E+09 0.49464E+09 12 0.0000 0.0000 -0.34421E+09 0.34421E+09 0.34421E+09 10 0.0000 0.0000 -0.32691E+09 0.32691E+09 0.32691E+09 13 0.0000 0.0000 -0.33747E+09 0.33747E+09 0.33747E+09 15 0.0000 0.0000 -0.35532E+09 0.35532E+09 0.35532E+09 24 0.78557E+07 0.0000 0.0000 0.78557E+07 0.78557E+07 22 0.74609E+07 0.0000 0.0000 0.74609E+07 0.74609E+07 25 0.0000 0.0000 -0.74609E+07 0.74609E+07 0.74609E+07 27 0.0000 0.0000 -0.78557E+07 0.78557E+07 0.78557E+07 36 0.35532E+09 0.0000 0.0000 0.35532E+09 0.35532E+09 34 0.33747E+09 0.0000 0.0000 0.33747E+09 0.33747E+09 37 0.32691E+09 0.0000 0.0000 0.32691E+09 0.32691E+09 39 0.34421E+09 0.0000 0.0000 0.34421E+09 0.34421E+09 48 0.49464E+09 0.0000 0.0000 0.49464E+09 0.49464E+09 46 0.46979E+09 0.0000 0.0000 0.46979E+09 0.46979E+09 Max= 0.49464E+09 0.0000 0.0000 0.49464E+09 0.49464E+09 Min= 0.0000 0.0000 -0.49464E+09 0.74609E+07 0.74609E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.46979E+09 0.46979E+09 0.46979E+09 3 0.0000 0.0000 -0.49464E+09 0.49464E+09 0.49464E+09 12 0.0000 0.0000 -0.34421E+09 0.34421E+09 0.34421E+09 10 0.0000 0.0000 -0.32691E+09 0.32691E+09 0.32691E+09 13 0.0000 0.0000 -0.33747E+09 0.33747E+09 0.33747E+09 15 0.0000 0.0000 -0.35532E+09 0.35532E+09 0.35532E+09 24 0.78557E+07 0.0000 0.0000 0.78557E+07 0.78557E+07 22 0.74609E+07 0.0000 0.0000 0.74609E+07 0.74609E+07 25 0.0000 0.0000 -0.74609E+07 0.74609E+07 0.74609E+07 27 0.0000 0.0000 -0.78557E+07 0.78557E+07 0.78557E+07 36 0.35532E+09 0.0000 0.0000 0.35532E+09 0.35532E+09 34 0.33747E+09 0.0000 0.0000 0.33747E+09 0.33747E+09 37 0.32691E+09 0.0000 0.0000 0.32691E+09 0.32691E+09 39 0.34421E+09 0.0000 0.0000 0.34421E+09 0.34421E+09 48 0.49464E+09 0.0000 0.0000 0.49464E+09 0.49464E+09 46 0.46979E+09 0.0000 0.0000 0.46979E+09 0.46979E+09 Max= 0.49464E+09 0.0000 0.0000 0.49464E+09 0.49464E+09 Min= 0.0000 0.0000 -0.49464E+09 0.74609E+07 0.74609E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 5 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV


ANNEXES

123

1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.693 -73148. 0.12708E+10 0.12707E+10 12 0.91842E+09 -8.9383 -0.10123E+06 0.91852E+09 0.91847E+09 10 0.85783E+09 -8.4244 -93701. 0.85792E+09 0.85787E+09 13 0.85088E+09 -8.2211 -94466. 0.85097E+09 0.85092E+09 15 0.91094E+09 -8.7217 -0.10206E+06 0.91104E+09 0.91099E+09 24 0.61814E+08 0.0000 -0.15042E+07 0.63318E+08 0.62580E+08 22 0.61251E+08 0.0000 -0.13124E+07 0.62564E+08 0.61918E+08 25 0.51661E+08 0.0000 -0.15560E+07 0.53217E+08 0.52456E+08 27 0.51538E+08 0.0000 -0.18041E+07 0.53342E+08 0.52463E+08 36 0.11608E+06 5.9328 -0.80091E+09 0.80103E+09 0.80097E+09 34 0.10850E+06 5.4312 -0.74085E+09 0.74095E+09 0.74090E+09 37 0.10749E+06 5.5855 -0.74780E+09 0.74791E+09 0.74785E+09 39 0.11501E+06 6.1006 -0.80839E+09 0.80850E+09 0.80845E+09 48 80090. 18.062 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.616 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.062 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.693 -0.11607E+10 0.53217E+08 0.52456E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.693 -73148. 0.12708E+10 0.12707E+10 12 0.91842E+09 -8.9383 -0.10123E+06 0.91852E+09 0.91847E+09 10 0.85783E+09 -8.4244 -93701. 0.85792E+09 0.85787E+09 13 0.85088E+09 -8.2211 -94466. 0.85097E+09 0.85092E+09 15 0.91094E+09 -8.7217 -0.10206E+06 0.91104E+09 0.91099E+09 24 0.61814E+08 0.0000 -0.15042E+07 0.63318E+08 0.62580E+08 22 0.61251E+08 0.0000 -0.13124E+07 0.62564E+08 0.61918E+08 25 0.51661E+08 0.0000 -0.15560E+07 0.53217E+08 0.52456E+08 27 0.51538E+08 0.0000 -0.18041E+07 0.53342E+08 0.52463E+08 36 0.11608E+06 5.9328 -0.80091E+09 0.80103E+09 0.80097E+09 34 0.10850E+06 5.4312 -0.74085E+09 0.74095E+09 0.74090E+09 37 0.10749E+06 5.5855 -0.74780E+09 0.74791E+09 0.74785E+09 39 0.11501E+06 6.1006 -0.80839E+09 0.80850E+09 0.80845E+09 48 80090. 18.062 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.616 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.062 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.693 -0.11607E+10 0.53217E+08 0.52456E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 6 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.693 -73148. 0.12708E+10 0.12707E+10 12 0.92590E+09 -9.1586 -0.10041E+06 0.92600E+09 0.92595E+09 10 0.86478E+09 -8.6312 -92947. 0.86487E+09 0.86483E+09 13 0.84392E+09 -8.0209 -95245. 0.84402E+09 0.84397E+09 15 0.90346E+09 -8.5084 -0.10290E+06 0.90357E+09 0.90351E+09 24 0.72174E+08 0.0000 -0.12882E+07 0.73463E+08 0.72827E+08 22 0.70906E+08 0.0000 -0.11337E+07 0.72040E+08 0.71480E+08 25 0.42177E+08 0.0000 -0.19059E+07 0.44083E+08 0.43162E+08 27 0.41404E+08 0.0000 -0.22457E+07 0.43649E+08 0.42571E+08 36 0.11718E+06 5.7681 -0.79343E+09 0.79355E+09 0.79349E+09 34 0.10953E+06 5.2795 -0.73389E+09 0.73400E+09 0.73395E+09 37 0.10650E+06 5.7427 -0.75475E+09 0.75486E+09 0.75480E+09 39 0.11396E+06 6.2715 -0.81587E+09 0.81598E+09 0.81592E+09 48 80090. 18.063 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.616 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.063 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.693 -0.11607E+10 0.43649E+08 0.42571E+08 ELEMENT NODE = 2


ANNEXES

124

SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.693 -73148. 0.12708E+10 0.12707E+10 12 0.92590E+09 -9.1586 -0.10041E+06 0.92600E+09 0.92595E+09 10 0.86478E+09 -8.6312 -92947. 0.86487E+09 0.86483E+09 13 0.84392E+09 -8.0209 -95245. 0.84402E+09 0.84397E+09 15 0.90346E+09 -8.5084 -0.10290E+06 0.90357E+09 0.90351E+09 24 0.72174E+08 0.0000 -0.12882E+07 0.73463E+08 0.72827E+08 22 0.70906E+08 0.0000 -0.11337E+07 0.72040E+08 0.71480E+08 25 0.42177E+08 0.0000 -0.19059E+07 0.44083E+08 0.43162E+08 27 0.41404E+08 0.0000 -0.22457E+07 0.43649E+08 0.42571E+08 36 0.11718E+06 5.7681 -0.79343E+09 0.79355E+09 0.79349E+09 34 0.10953E+06 5.2795 -0.73389E+09 0.73400E+09 0.73395E+09 37 0.10650E+06 5.7427 -0.75475E+09 0.75486E+09 0.75480E+09 39 0.11396E+06 6.2715 -0.81587E+09 0.81598E+09 0.81592E+09 48 80090. 18.063 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.616 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.063 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.693 -0.11607E+10 0.43649E+08 0.42571E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 7 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.694 -73148. 0.12708E+10 0.12707E+10 12 0.93337E+09 -9.3827 -99606. 0.93347E+09 0.93342E+09 10 0.87173E+09 -8.8411 -92205. 0.87183E+09 0.87178E+09 13 0.83697E+09 -7.8242 -96036. 0.83707E+09 0.83702E+09 15 0.89599E+09 -8.2987 -0.10376E+06 0.89609E+09 0.89604E+09 24 0.82588E+08 0.0000 -0.11258E+07 0.83714E+08 0.83157E+08 22 0.80604E+08 0.0000 -0.99730E+06 0.81601E+08 0.81107E+08 25 0.32882E+08 0.0000 -0.24447E+07 0.35327E+08 0.34170E+08 27 0.31531E+08 0.0000 -0.29488E+07 0.34479E+08 0.33104E+08 36 0.11829E+06 5.6065 -0.78596E+09 0.78607E+09 0.78602E+09 34 0.11058E+06 5.1309 -0.72694E+09 0.72705E+09 0.72700E+09 37 0.10553E+06 5.9030 -0.76170E+09 0.76181E+09 0.76176E+09 39 0.11292E+06 6.4456 -0.82334E+09 0.82346E+09 0.82340E+09 48 80090. 18.063 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.616 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.063 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.694 -0.11607E+10 0.34479E+08 0.33104E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.694 -73148. 0.12708E+10 0.12707E+10 12 0.93337E+09 -9.3827 -99606. 0.93347E+09 0.93342E+09 10 0.87173E+09 -8.8411 -92205. 0.87183E+09 0.87178E+09 13 0.83697E+09 -7.8242 -96036. 0.83707E+09 0.83702E+09 15 0.89599E+09 -8.2987 -0.10376E+06 0.89609E+09 0.89604E+09 24 0.82588E+08 0.0000 -0.11258E+07 0.83714E+08 0.83157E+08 22 0.80604E+08 0.0000 -0.99730E+06 0.81601E+08 0.81107E+08 25 0.32882E+08 0.0000 -0.24447E+07 0.35327E+08 0.34170E+08 27 0.31531E+08 0.0000 -0.29488E+07 0.34479E+08 0.33104E+08 36 0.11829E+06 5.6065 -0.78596E+09 0.78607E+09 0.78602E+09 34 0.11058E+06 5.1309 -0.72694E+09 0.72705E+09 0.72700E+09 37 0.10553E+06 5.9030 -0.76170E+09 0.76181E+09 0.76176E+09 39 0.11292E+06 6.4456 -0.82334E+09 0.82346E+09 0.82340E+09 48 80090. 18.063 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.616 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.063 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.694 -0.11607E+10 0.34479E+08 0.33104E+08


ANNEXES

125

STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 8 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.693 -73148. 0.12708E+10 0.12707E+10 12 0.94085E+09 -9.6102 -98814. 0.94095E+09 0.94090E+09 10 0.87869E+09 -9.0548 -91475. 0.87878E+09 0.87873E+09 13 0.83002E+09 -7.6306 -96841. 0.83011E+09 0.83007E+09 15 0.88851E+09 -8.0923 -0.10464E+06 0.88861E+09 0.88856E+09 24 0.93038E+08 0.0000 -0.99936E+06 0.94037E+08 0.93541E+08 22 0.90330E+08 0.0000 -0.88991E+06 0.91220E+08 0.90779E+08 25 0.23959E+08 0.0000 -0.33552E+07 0.27314E+08 0.25800E+08 27 0.22195E+08 0.0000 -0.41892E+07 0.26384E+08 0.24559E+08 36 0.11943E+06 5.4480 -0.77848E+09 0.77860E+09 0.77854E+09 34 0.11164E+06 4.9851 -0.71999E+09 0.72010E+09 0.72004E+09 37 0.10457E+06 6.0662 -0.76866E+09 0.76876E+09 0.76871E+09 39 0.11190E+06 6.6228 -0.83082E+09 0.83093E+09 0.83088E+09 48 80090. 18.063 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.616 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.063 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.693 -0.11607E+10 0.26384E+08 0.24559E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.693 -73148. 0.12708E+10 0.12707E+10 12 0.94085E+09 -9.6102 -98814. 0.94095E+09 0.94090E+09 10 0.87869E+09 -9.0548 -91475. 0.87878E+09 0.87873E+09 13 0.83002E+09 -7.6306 -96841. 0.83011E+09 0.83007E+09 15 0.88851E+09 -8.0923 -0.10464E+06 0.88861E+09 0.88856E+09 24 0.93038E+08 0.0000 -0.99936E+06 0.94037E+08 0.93541E+08 22 0.90330E+08 0.0000 -0.88991E+06 0.91220E+08 0.90779E+08 25 0.23959E+08 0.0000 -0.33552E+07 0.27314E+08 0.25800E+08 27 0.22195E+08 0.0000 -0.41892E+07 0.26384E+08 0.24559E+08 36 0.11943E+06 5.4480 -0.77848E+09 0.77860E+09 0.77854E+09 34 0.11164E+06 4.9851 -0.71999E+09 0.72010E+09 0.72004E+09 37 0.10457E+06 6.0662 -0.76866E+09 0.76876E+09 0.76871E+09 39 0.11190E+06 6.6228 -0.83082E+09 0.83093E+09 0.83088E+09 48 80090. 18.063 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.616 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.063 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.693 -0.11607E+10 0.26384E+08 0.24559E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 9 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.693 -73148. 0.12708E+10 0.12707E+10 12 0.94833E+09 -9.8412 -98034. 0.94843E+09 0.94838E+09 10 0.88564E+09 -9.2715 -90757. 0.88573E+09 0.88568E+09 13 0.82306E+09 -7.4404 -97660. 0.82316E+09 0.82311E+09 15 0.88103E+09 -7.8895 -0.10553E+06 0.88114E+09 0.88108E+09 24 0.10351E+09 0.0000 -0.89823E+06 0.10441E+09 0.10396E+09 22 0.10008E+09 0.0000 -0.80324E+06 0.10088E+09 0.10048E+09 25 0.15843E+08 0.0000 -0.50738E+07 0.20917E+08 0.18898E+08 27 0.14048E+08 0.0000 -0.66185E+07 0.20667E+08 0.18279E+08 36 0.12059E+06 5.2925 -0.77100E+09 0.77112E+09 0.77106E+09 34 0.11273E+06 4.8419 -0.71304E+09 0.71315E+09 0.71309E+09 37 0.10364E+06 6.2325 -0.77561E+09 0.77571E+09 0.77566E+09 39 0.11091E+06 6.8033 -0.83830E+09 0.83841E+09 0.83835E+09


ANNEXES

126

48 80090. 18.063 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.615 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.063 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.693 -0.11607E+10 0.20667E+08 0.18279E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.693 -73148. 0.12708E+10 0.12707E+10 12 0.94833E+09 -9.8412 -98034. 0.94843E+09 0.94838E+09 10 0.88564E+09 -9.2715 -90757. 0.88573E+09 0.88568E+09 13 0.82306E+09 -7.4404 -97660. 0.82316E+09 0.82311E+09 15 0.88103E+09 -7.8895 -0.10553E+06 0.88114E+09 0.88108E+09 24 0.10351E+09 0.0000 -0.89823E+06 0.10441E+09 0.10396E+09 22 0.10008E+09 0.0000 -0.80324E+06 0.10088E+09 0.10048E+09 25 0.15843E+08 0.0000 -0.50738E+07 0.20917E+08 0.18898E+08 27 0.14048E+08 0.0000 -0.66185E+07 0.20667E+08 0.18279E+08 36 0.12059E+06 5.2925 -0.77100E+09 0.77112E+09 0.77106E+09 34 0.11273E+06 4.8419 -0.71304E+09 0.71315E+09 0.71309E+09 37 0.10364E+06 6.2325 -0.77561E+09 0.77571E+09 0.77566E+09 39 0.11091E+06 6.8033 -0.83830E+09 0.83841E+09 0.83835E+09 48 80090. 18.063 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.615 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.063 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.693 -0.11607E+10 0.20667E+08 0.18279E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 10 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.694 -73148. 0.12708E+10 0.12707E+10 12 0.95581E+09 -10.076 -97267. 0.95590E+09 0.95586E+09 10 0.89259E+09 -9.4919 -90050. 0.89268E+09 0.89264E+09 13 0.81611E+09 -7.2530 -98492. 0.81621E+09 0.81616E+09 15 0.87355E+09 -7.6902 -0.10643E+06 0.87366E+09 0.87361E+09 24 0.11401E+09 0.0000 -0.81555E+06 0.11482E+09 0.11442E+09 22 0.10984E+09 0.0000 -0.73185E+06 0.11057E+09 0.11021E+09 25 0.94458E+07 0.0000 -0.85102E+07 0.17956E+08 0.15557E+08 27 0.81968E+07 0.0000 -0.11343E+08 0.19540E+08 0.16995E+08 36 0.12177E+06 5.1399 -0.76352E+09 0.76365E+09 0.76359E+09 34 0.11384E+06 4.7016 -0.70608E+09 0.70620E+09 0.70614E+09 37 0.10272E+06 6.4015 -0.78256E+09 0.78266E+09 0.78261E+09 39 0.10993E+06 6.9871 -0.84578E+09 0.84589E+09 0.84583E+09 48 80090. 18.063 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.615 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.063 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.694 -0.11607E+10 0.17956E+08 0.15557E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.694 -73148. 0.12708E+10 0.12707E+10 12 0.95581E+09 -10.076 -97267. 0.95590E+09 0.95586E+09 10 0.89259E+09 -9.4919 -90050. 0.89268E+09 0.89264E+09 13 0.81611E+09 -7.2530 -98492. 0.81621E+09 0.81616E+09 15 0.87355E+09 -7.6902 -0.10643E+06 0.87366E+09 0.87361E+09 24 0.11401E+09 0.0000 -0.81555E+06 0.11482E+09 0.11442E+09 22 0.10984E+09 0.0000 -0.73185E+06 0.11057E+09 0.11021E+09 25 0.94458E+07 0.0000 -0.85102E+07 0.17956E+08 0.15557E+08 27 0.81968E+07 0.0000 -0.11343E+08 0.19540E+08 0.16995E+08 36 0.12177E+06 5.1399 -0.76352E+09 0.76365E+09 0.76359E+09 34 0.11384E+06 4.7016 -0.70608E+09 0.70620E+09 0.70614E+09


ANNEXES

127

37 0.10272E+06 6.4015 -0.78256E+09 0.78266E+09 0.78261E+09 39 0.10993E+06 6.9871 -0.84578E+09 0.84589E+09 0.84583E+09 48 80090. 18.063 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.615 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.063 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.694 -0.11607E+10 0.17956E+08 0.15557E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 11 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.693 -73148. 0.12708E+10 0.12707E+10 12 0.96328E+09 -10.315 -96512. 0.96338E+09 0.96333E+09 10 0.89955E+09 -9.7155 -89353. 0.89963E+09 0.89959E+09 13 0.80916E+09 -7.0691 -99338. 0.80926E+09 0.80921E+09 15 0.86608E+09 -7.4943 -0.10735E+06 0.86618E+09 0.86613E+09 24 0.12451E+09 0.0000 -0.74673E+06 0.12526E+09 0.12489E+09 22 0.11961E+09 0.0000 -0.67204E+06 0.12029E+09 0.11995E+09 25 0.55599E+07 0.0000 -0.14458E+08 0.20018E+08 0.17898E+08 27 0.49732E+07 0.0000 -0.18696E+08 0.23669E+08 0.21616E+08 36 0.12297E+06 4.9904 -0.75605E+09 0.75617E+09 0.75611E+09 34 0.11498E+06 4.5641 -0.69913E+09 0.69925E+09 0.69919E+09 37 0.10181E+06 6.5738 -0.78951E+09 0.78962E+09 0.78956E+09 39 0.10896E+06 7.1742 -0.85325E+09 0.85336E+09 0.85331E+09 48 80090. 18.063 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.615 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.063 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.693 -0.11607E+10 0.20018E+08 0.17898E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.11854E+10 -22.247 -67792. 0.11854E+10 0.11854E+10 3 0.12707E+10 -23.693 -73148. 0.12708E+10 0.12707E+10 12 0.96328E+09 -10.315 -96512. 0.96338E+09 0.96333E+09 10 0.89955E+09 -9.7155 -89353. 0.89963E+09 0.89959E+09 13 0.80916E+09 -7.0691 -99338. 0.80926E+09 0.80921E+09 15 0.86608E+09 -7.4943 -0.10735E+06 0.86618E+09 0.86613E+09 24 0.12451E+09 0.0000 -0.74673E+06 0.12526E+09 0.12489E+09 22 0.11961E+09 0.0000 -0.67204E+06 0.12029E+09 0.11995E+09 25 0.55599E+07 0.0000 -0.14458E+08 0.20018E+08 0.17898E+08 27 0.49732E+07 0.0000 -0.18696E+08 0.23669E+08 0.21616E+08 36 0.12297E+06 4.9904 -0.75605E+09 0.75617E+09 0.75611E+09 34 0.11498E+06 4.5641 -0.69913E+09 0.69925E+09 0.69919E+09 37 0.10181E+06 6.5738 -0.78951E+09 0.78962E+09 0.78956E+09 39 0.10896E+06 7.1742 -0.85325E+09 0.85336E+09 0.85331E+09 48 80090. 18.063 -0.11607E+10 0.11607E+10 0.11607E+10 46 74737. 16.615 -0.10753E+10 0.10754E+10 0.10754E+10 Max= 0.12707E+10 18.063 -67792. 0.12708E+10 0.12707E+10 Min= 74737. -23.693 -0.11607E+10 0.20018E+08 0.17898E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 12 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.24717E+07 0.37380E-01 -0.29654E+09 0.29902E+09 0.29779E+09 3 0.26751E+07 0.39923E-01 -0.31885E+09 0.32152E+09 0.32019E+09 12 0.20696E+07 0.86976E-01 -0.41213E+09 0.41420E+09 0.41317E+09 10 0.19136E+07 0.81250E-01 -0.38302E+09 0.38494E+09 0.38398E+09 13 0.13144E+08 0.24616E-03 -0.55763E+08 0.68908E+08 0.63366E+08 15 0.14383E+08 0.25901E-03 -0.59303E+08 0.73686E+08 0.67651E+08


ANNEXES

128

24 0.31050E+07 0.0000 -0.27470E+09 0.27780E+09 0.27626E+09 22 0.28675E+07 0.0000 -0.25561E+09 0.25848E+09 0.25706E+09 25 0.22915E+09 0.0000 -0.31986E+07 0.23235E+09 0.23077E+09 27 0.24823E+09 0.0000 -0.34360E+07 0.25167E+09 0.24997E+09 36 0.39643E+08 0.37518E-03 -0.21515E+08 0.61158E+08 0.53735E+08 34 0.36119E+08 0.34294E-03 -0.20293E+08 0.56412E+08 0.49491E+08 37 0.35637E+09 -0.61845E-01 -0.20567E+07 0.35843E+09 0.35741E+09 39 0.38548E+09 -0.67289E-01 -0.22126E+07 0.38770E+09 0.38659E+09 48 0.29230E+09 -0.27777E-01 -0.29180E+07 0.29522E+09 0.29377E+09 46 0.26999E+09 -0.25450E-01 -0.27147E+07 0.27271E+09 0.27136E+09 Max= 0.38548E+09 0.86976E-01 -0.20567E+07 0.41420E+09 0.41317E+09 Min= 0.19136E+07 -0.67289E-01 -0.41213E+09 0.56412E+08 0.49491E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.24717E+07 0.37380E-01 -0.29654E+09 0.29902E+09 0.29779E+09 3 0.26751E+07 0.39923E-01 -0.31885E+09 0.32152E+09 0.32019E+09 12 0.20696E+07 0.86976E-01 -0.41213E+09 0.41420E+09 0.41317E+09 10 0.19136E+07 0.81250E-01 -0.38302E+09 0.38494E+09 0.38398E+09 13 0.13144E+08 0.24616E-03 -0.55763E+08 0.68908E+08 0.63366E+08 15 0.14383E+08 0.25901E-03 -0.59303E+08 0.73686E+08 0.67651E+08 24 0.31050E+07 0.0000 -0.27470E+09 0.27780E+09 0.27626E+09 22 0.28675E+07 0.0000 -0.25561E+09 0.25848E+09 0.25706E+09 25 0.22915E+09 0.0000 -0.31986E+07 0.23235E+09 0.23077E+09 27 0.24823E+09 0.0000 -0.34360E+07 0.25167E+09 0.24997E+09 36 0.39643E+08 0.37518E-03 -0.21515E+08 0.61158E+08 0.53735E+08 34 0.36119E+08 0.34294E-03 -0.20293E+08 0.56412E+08 0.49491E+08 37 0.35637E+09 -0.61845E-01 -0.20567E+07 0.35843E+09 0.35741E+09 39 0.38548E+09 -0.67289E-01 -0.22126E+07 0.38770E+09 0.38659E+09 48 0.29230E+09 -0.27777E-01 -0.29180E+07 0.29522E+09 0.29377E+09 46 0.26999E+09 -0.25450E-01 -0.27147E+07 0.27271E+09 0.27136E+09 Max= 0.38548E+09 0.86976E-01 -0.20567E+07 0.41420E+09 0.41317E+09 Min= 0.19136E+07 -0.67289E-01 -0.41213E+09 0.56412E+08 0.49491E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 13 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.14213E+09 -0.61325E-01 -0.34379E+06 0.14247E+09 0.14230E+09 3 0.15300E+09 -0.65735E-01 -0.37163E+06 0.15337E+09 0.15319E+09 12 0.20930E+09 -0.17057 -0.27167E+06 0.20957E+09 0.20944E+09 10 0.19432E+09 -0.15885 -0.25145E+06 0.19457E+09 0.19445E+09 13 0.12676E+08 0.10658E-03 -0.38547E+07 0.16531E+08 0.14980E+08 15 0.13430E+08 0.11427E-03 -0.42337E+07 0.17664E+08 0.15974E+08 24 0.14575E+09 0.0000 -0.39013E+06 0.14614E+09 0.14594E+09 22 0.13540E+09 0.0000 -0.36086E+06 0.13577E+09 0.13559E+09 25 0.38378E+06 0.0000 -0.12732E+09 0.12770E+09 0.12751E+09 27 0.41304E+06 0.0000 -0.13766E+09 0.13808E+09 0.13787E+09 36 0.70156E+07 0.67860E-04 -0.81048E+07 0.15120E+08 0.13106E+08 34 0.66424E+07 0.64230E-04 -0.73562E+07 0.13999E+08 0.12128E+08 37 0.26239E+06 0.14142 -0.18622E+09 0.18649E+09 0.18635E+09 39 0.28260E+06 0.15329 -0.20121E+09 0.20149E+09 0.20135E+09 48 0.39237E+06 0.57070E-01 -0.14492E+09 0.14531E+09 0.14511E+09 46 0.36453E+06 0.52555E-01 -0.13404E+09 0.13441E+09 0.13423E+09 Max= 0.20930E+09 0.15329 -0.25145E+06 0.20957E+09 0.20944E+09 Min= 0.26239E+06 -0.17057 -0.20121E+09 0.13999E+08 0.12128E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.14213E+09 -0.61325E-01 -0.34379E+06 0.14247E+09 0.14230E+09 3 0.15300E+09 -0.65735E-01 -0.37163E+06 0.15337E+09 0.15319E+09 12 0.20930E+09 -0.17057 -0.27167E+06 0.20957E+09 0.20944E+09 10 0.19432E+09 -0.15885 -0.25145E+06 0.19457E+09 0.19445E+09


ANNEXES

129

13 0.12676E+08 0.10658E-03 -0.38547E+07 0.16531E+08 0.14980E+08 15 0.13430E+08 0.11427E-03 -0.42337E+07 0.17664E+08 0.15974E+08 24 0.14575E+09 0.0000 -0.39013E+06 0.14614E+09 0.14594E+09 22 0.13540E+09 0.0000 -0.36086E+06 0.13577E+09 0.13559E+09 25 0.38378E+06 0.0000 -0.12732E+09 0.12770E+09 0.12751E+09 27 0.41304E+06 0.0000 -0.13766E+09 0.13808E+09 0.13787E+09 36 0.70156E+07 0.67860E-04 -0.81048E+07 0.15120E+08 0.13106E+08 34 0.66424E+07 0.64230E-04 -0.73562E+07 0.13999E+08 0.12128E+08 37 0.26239E+06 0.14142 -0.18622E+09 0.18649E+09 0.18635E+09 39 0.28260E+06 0.15329 -0.20121E+09 0.20149E+09 0.20135E+09 48 0.39237E+06 0.57070E-01 -0.14492E+09 0.14531E+09 0.14511E+09 46 0.36453E+06 0.52555E-01 -0.13404E+09 0.13441E+09 0.13423E+09 Max= 0.20930E+09 0.15329 -0.25145E+06 0.20957E+09 0.20944E+09 Min= 0.26239E+06 -0.17057 -0.20121E+09 0.13999E+08 0.12128E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 14 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.62356E+08 -0.45467E-02 -0.78361E+06 0.63139E+08 0.62751E+08 3 0.66951E+08 -0.48282E-02 -0.84929E+06 0.67800E+08 0.67379E+08 12 0.93117E+08 -0.14081E-01 -0.61064E+06 0.93727E+08 0.93423E+08 10 0.86614E+08 -0.13194E-01 -0.56414E+06 0.87178E+08 0.86897E+08 13 0.88949E+07 0.85060E-04 -0.54933E+07 0.14388E+08 0.12576E+08 15 0.93995E+07 0.90109E-04 -0.60493E+07 0.15449E+08 0.13484E+08 24 0.67933E+08 0.0000 -0.83700E+06 0.68770E+08 0.68356E+08 22 0.63267E+08 0.0000 -0.77232E+06 0.64039E+08 0.63657E+08 25 0.88405E+06 0.0000 -0.55271E+08 0.56155E+08 0.55718E+08 27 0.94866E+06 0.0000 -0.59938E+08 0.60886E+08 0.60417E+08 36 0.10285E+08 0.97254E-04 -0.55282E+07 0.15814E+08 0.13900E+08 34 0.97285E+07 0.91591E-04 -0.50226E+07 0.14751E+08 0.12990E+08 37 0.62194E+06 0.10438E-01 -0.78564E+08 0.79186E+08 0.78877E+08 39 0.66842E+06 0.11388E-01 -0.85067E+08 0.85735E+08 0.85403E+08 48 0.96442E+06 0.37109E-02 -0.58958E+08 0.59923E+08 0.59446E+08 46 0.89881E+06 0.33838E-02 -0.54364E+08 0.55262E+08 0.54819E+08 Max= 0.93117E+08 0.11388E-01 -0.56414E+06 0.93727E+08 0.93423E+08 Min= 0.62194E+06 -0.14081E-01 -0.85067E+08 0.14388E+08 0.12576E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.62356E+08 -0.45467E-02 -0.78361E+06 0.63139E+08 0.62751E+08 3 0.66951E+08 -0.48282E-02 -0.84929E+06 0.67800E+08 0.67379E+08 12 0.93117E+08 -0.14081E-01 -0.61064E+06 0.93727E+08 0.93423E+08 10 0.86614E+08 -0.13194E-01 -0.56414E+06 0.87178E+08 0.86897E+08 13 0.88949E+07 0.85060E-04 -0.54933E+07 0.14388E+08 0.12576E+08 15 0.93995E+07 0.90109E-04 -0.60493E+07 0.15449E+08 0.13484E+08 24 0.67933E+08 0.0000 -0.83700E+06 0.68770E+08 0.68356E+08 22 0.63267E+08 0.0000 -0.77232E+06 0.64039E+08 0.63657E+08 25 0.88405E+06 0.0000 -0.55271E+08 0.56155E+08 0.55718E+08 27 0.94866E+06 0.0000 -0.59938E+08 0.60886E+08 0.60417E+08 36 0.10285E+08 0.97254E-04 -0.55282E+07 0.15814E+08 0.13900E+08 34 0.97285E+07 0.91591E-04 -0.50226E+07 0.14751E+08 0.12990E+08 37 0.62194E+06 0.10438E-01 -0.78564E+08 0.79186E+08 0.78877E+08 39 0.66842E+06 0.11388E-01 -0.85067E+08 0.85735E+08 0.85403E+08 48 0.96442E+06 0.37109E-02 -0.58958E+08 0.59923E+08 0.59446E+08 46 0.89881E+06 0.33838E-02 -0.54364E+08 0.55262E+08 0.54819E+08 Max= 0.93117E+08 0.11388E-01 -0.56414E+06 0.93727E+08 0.93423E+08 Min= 0.62194E+06 -0.14081E-01 -0.85067E+08 0.14388E+08 0.12576E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 15 SECTION ID = 7 ELEMENT NODE = 1


ANNEXES

130

SEC NODE S1 S2 S3 SINT SEQV 1 0.23300E+07 0.16886E-03 -0.20971E+08 0.23301E+08 0.22228E+08 3 0.24819E+07 0.18939E-03 -0.22910E+08 0.25392E+08 0.24247E+08 12 0.21711E+07 0.28836E-03 -0.26190E+08 0.28361E+08 0.27340E+08 10 0.20355E+07 0.25788E-03 -0.24005E+08 0.26041E+08 0.25085E+08 13 0.60535E+07 0.58725E-04 -0.80717E+07 0.14125E+08 0.12274E+08 15 0.63951E+07 0.62151E-04 -0.88913E+07 0.15286E+08 0.13297E+08 24 0.37996E+07 0.0000 -0.14965E+08 0.18764E+08 0.17183E+08 22 0.35830E+07 0.0000 -0.13637E+08 0.17220E+08 0.15738E+08 25 0.20541E+08 0.0000 -0.23788E+07 0.22919E+08 0.21827E+08 27 0.21872E+08 0.0000 -0.25997E+07 0.24472E+08 0.23281E+08 36 0.14520E+08 0.11663E-03 -0.39161E+07 0.18436E+08 0.16823E+08 34 0.13694E+08 0.10836E-03 -0.35682E+07 0.17262E+08 0.15783E+08 37 0.31622E+08 -0.30031E-03 -0.15452E+07 0.33168E+08 0.32423E+08 39 0.33808E+08 -0.30791E-03 -0.16818E+07 0.35490E+08 0.34680E+08 48 0.30406E+08 -0.15213E-03 -0.18701E+07 0.32276E+08 0.31383E+08 46 0.28465E+08 -0.15226E-03 -0.17166E+07 0.30182E+08 0.29361E+08 Max= 0.33808E+08 0.28836E-03 -0.15452E+07 0.35490E+08 0.34680E+08 Min= 0.20355E+07 -0.30791E-03 -0.26190E+08 0.14125E+08 0.12274E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.23300E+07 0.16886E-03 -0.20971E+08 0.23301E+08 0.22228E+08 3 0.24819E+07 0.18939E-03 -0.22910E+08 0.25392E+08 0.24247E+08 12 0.21711E+07 0.28836E-03 -0.26190E+08 0.28361E+08 0.27340E+08 10 0.20355E+07 0.25788E-03 -0.24005E+08 0.26041E+08 0.25085E+08 13 0.60535E+07 0.58725E-04 -0.80717E+07 0.14125E+08 0.12274E+08 15 0.63951E+07 0.62151E-04 -0.88913E+07 0.15286E+08 0.13297E+08 24 0.37996E+07 0.0000 -0.14965E+08 0.18764E+08 0.17183E+08 22 0.35830E+07 0.0000 -0.13637E+08 0.17220E+08 0.15738E+08 25 0.20541E+08 0.0000 -0.23788E+07 0.22919E+08 0.21827E+08 27 0.21872E+08 0.0000 -0.25997E+07 0.24472E+08 0.23281E+08 36 0.14520E+08 0.11663E-03 -0.39161E+07 0.18436E+08 0.16823E+08 34 0.13694E+08 0.10836E-03 -0.35682E+07 0.17262E+08 0.15783E+08 37 0.31622E+08 -0.30031E-03 -0.15452E+07 0.33168E+08 0.32423E+08 39 0.33808E+08 -0.30791E-03 -0.16818E+07 0.35490E+08 0.34680E+08 48 0.30406E+08 -0.15213E-03 -0.18701E+07 0.32276E+08 0.31383E+08 46 0.28465E+08 -0.15226E-03 -0.17166E+07 0.30182E+08 0.29361E+08 Max= 0.33808E+08 0.28836E-03 -0.15452E+07 0.35490E+08 0.34680E+08 Min= 0.20355E+07 -0.30791E-03 -0.26190E+08 0.14125E+08 0.12274E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 16 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.10162E+10 -0.27024 -0.39191E+07 0.10201E+10 0.10182E+10 3 0.10886E+10 -0.28709 -0.42316E+07 0.10928E+10 0.10907E+10 12 0.52487E+09 -0.27129E-01 -0.87762E+07 0.53364E+09 0.52931E+09 10 0.49200E+09 -0.25947E-01 -0.80945E+07 0.50010E+09 0.49610E+09 13 0.98538E+09 -0.24566 -0.40416E+07 0.98942E+09 0.98741E+09 15 0.10554E+10 -0.26087 -0.43644E+07 0.10598E+10 0.10576E+10 24 0.13768E+08 0.0000 -0.33456E+09 0.34833E+09 0.34165E+09 22 0.12964E+08 0.0000 -0.30721E+09 0.32017E+09 0.31389E+09 25 0.41874E+09 0.0000 -0.95106E+07 0.42825E+09 0.42358E+09 27 0.44610E+09 0.0000 -0.10326E+08 0.45643E+09 0.45136E+09 36 0.48953E+07 0.19159 -0.94097E+09 0.94587E+09 0.94343E+09 34 0.45727E+07 0.17568 -0.87092E+09 0.87550E+09 0.87322E+09 37 0.10496E+08 0.13748E-01 -0.37942E+09 0.38991E+09 0.38477E+09 39 0.11173E+08 0.15269E-01 -0.41228E+09 0.42345E+09 0.41797E+09 48 0.47289E+07 0.21272 -0.97407E+09 0.97880E+09 0.97645E+09 46 0.44167E+07 0.19515 -0.90170E+09 0.90612E+09 0.90392E+09 Max= 0.10886E+10 0.21272 -0.39191E+07 0.10928E+10 0.10907E+10 Min= 0.44167E+07 -0.28709 -0.97407E+09 0.32017E+09 0.31389E+09


ANNEXES

131

ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.10162E+10 -0.27024 -0.39191E+07 0.10201E+10 0.10182E+10 3 0.10886E+10 -0.28709 -0.42316E+07 0.10928E+10 0.10907E+10 12 0.52487E+09 -0.27129E-01 -0.87762E+07 0.53364E+09 0.52931E+09 10 0.49200E+09 -0.25947E-01 -0.80945E+07 0.50010E+09 0.49610E+09 13 0.98538E+09 -0.24566 -0.40416E+07 0.98942E+09 0.98741E+09 15 0.10554E+10 -0.26087 -0.43644E+07 0.10598E+10 0.10576E+10 24 0.13768E+08 0.0000 -0.33456E+09 0.34833E+09 0.34165E+09 22 0.12964E+08 0.0000 -0.30721E+09 0.32017E+09 0.31389E+09 25 0.41874E+09 0.0000 -0.95106E+07 0.42825E+09 0.42358E+09 27 0.44610E+09 0.0000 -0.10326E+08 0.45643E+09 0.45136E+09 36 0.48953E+07 0.19159 -0.94097E+09 0.94587E+09 0.94343E+09 34 0.45727E+07 0.17568 -0.87092E+09 0.87550E+09 0.87322E+09 37 0.10496E+08 0.13748E-01 -0.37942E+09 0.38991E+09 0.38477E+09 39 0.11173E+08 0.15269E-01 -0.41228E+09 0.42345E+09 0.41797E+09 48 0.47289E+07 0.21272 -0.97407E+09 0.97880E+09 0.97645E+09 46 0.44167E+07 0.19515 -0.90170E+09 0.90612E+09 0.90392E+09 Max= 0.10886E+10 0.21272 -0.39191E+07 0.10928E+10 0.10907E+10 Min= 0.44167E+07 -0.28709 -0.97407E+09 0.32017E+09 0.31389E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 17 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.91202E+09 -0.19313 -0.43667E+07 0.91639E+09 0.91422E+09 3 0.97654E+09 -0.20487 -0.47170E+07 0.98126E+09 0.97891E+09 12 0.45218E+09 -0.15890E-01 -0.10187E+08 0.46237E+09 0.45736E+09 10 0.42439E+09 -0.15295E-01 -0.93840E+07 0.43378E+09 0.42916E+09 13 0.90668E+09 -0.18962 -0.43924E+07 0.91107E+09 0.90889E+09 15 0.97079E+09 -0.20113 -0.47449E+07 0.97554E+09 0.97318E+09 24 0.14080E+08 0.0000 -0.32715E+09 0.34123E+09 0.33441E+09 22 0.13261E+08 0.0000 -0.30033E+09 0.31359E+09 0.30717E+09 25 0.41172E+09 0.0000 -0.96728E+07 0.42140E+09 0.41665E+09 27 0.43856E+09 0.0000 -0.10503E+08 0.44906E+09 0.44390E+09 36 0.53785E+07 0.14405 -0.85644E+09 0.86182E+09 0.85914E+09 34 0.50263E+07 0.13190 -0.79233E+09 0.79736E+09 0.79485E+09 37 0.12734E+08 0.74879E-02 -0.31276E+09 0.32549E+09 0.31931E+09 39 0.13527E+08 0.83732E-02 -0.34053E+09 0.35406E+09 0.34749E+09 48 0.53427E+07 0.14699 -0.86218E+09 0.86752E+09 0.86486E+09 46 0.49927E+07 0.13462 -0.79766E+09 0.80266E+09 0.80017E+09 Max= 0.97654E+09 0.14699 -0.43667E+07 0.98126E+09 0.97891E+09 Min= 0.49927E+07 -0.20487 -0.86218E+09 0.31359E+09 0.30717E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.91202E+09 -0.19313 -0.43667E+07 0.91639E+09 0.91422E+09 3 0.97654E+09 -0.20487 -0.47170E+07 0.98126E+09 0.97891E+09 12 0.45218E+09 -0.15890E-01 -0.10187E+08 0.46237E+09 0.45736E+09 10 0.42439E+09 -0.15295E-01 -0.93840E+07 0.43378E+09 0.42916E+09 13 0.90668E+09 -0.18962 -0.43924E+07 0.91107E+09 0.90889E+09 15 0.97079E+09 -0.20113 -0.47449E+07 0.97554E+09 0.97318E+09 24 0.14080E+08 0.0000 -0.32715E+09 0.34123E+09 0.33441E+09 22 0.13261E+08 0.0000 -0.30033E+09 0.31359E+09 0.30717E+09 25 0.41172E+09 0.0000 -0.96728E+07 0.42140E+09 0.41665E+09 27 0.43856E+09 0.0000 -0.10503E+08 0.44906E+09 0.44390E+09 36 0.53785E+07 0.14405 -0.85644E+09 0.86182E+09 0.85914E+09 34 0.50263E+07 0.13190 -0.79233E+09 0.79736E+09 0.79485E+09 37 0.12734E+08 0.74879E-02 -0.31276E+09 0.32549E+09 0.31931E+09 39 0.13527E+08 0.83732E-02 -0.34053E+09 0.35406E+09 0.34749E+09 48 0.53427E+07 0.14699 -0.86218E+09 0.86752E+09 0.86486E+09 46 0.49927E+07 0.13462 -0.79766E+09 0.80266E+09 0.80017E+09 Max= 0.97654E+09 0.14699 -0.43667E+07 0.98126E+09 0.97891E+09


ANNEXES

132

Min= 0.49927E+07 -0.20487 -0.86218E+09 0.31359E+09 0.30717E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 18 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.80797E+09 -0.13210 -0.49290E+07 0.81290E+09 0.81045E+09 3 0.86464E+09 -0.13986 -0.53275E+07 0.86997E+09 0.86732E+09 12 0.38002E+09 -0.80393E-02 -0.12121E+08 0.39214E+09 0.38622E+09 10 0.35726E+09 -0.78253E-02 -0.11147E+08 0.36841E+09 0.36296E+09 13 0.82805E+09 -0.14272 -0.48095E+07 0.83286E+09 0.83046E+09 15 0.88623E+09 -0.15116 -0.51977E+07 0.89143E+09 0.88884E+09 24 0.14406E+08 0.0000 -0.31975E+09 0.33416E+09 0.32719E+09 22 0.13571E+08 0.0000 -0.29346E+09 0.30703E+09 0.30047E+09 25 0.40471E+09 0.0000 -0.98403E+07 0.41455E+09 0.40972E+09 27 0.43102E+09 0.0000 -0.10687E+08 0.44171E+09 0.43646E+09 36 0.59667E+07 0.10511 -0.77201E+09 0.77798E+09 0.77501E+09 34 0.55791E+07 0.96085E-01 -0.71383E+09 0.71941E+09 0.71664E+09 37 0.16108E+08 0.35433E-02 -0.24724E+09 0.26334E+09 0.25567E+09 39 0.17062E+08 0.40004E-02 -0.26997E+09 0.28704E+09 0.27890E+09 48 0.61380E+07 0.96439E-01 -0.75046E+09 0.75660E+09 0.75355E+09 46 0.57402E+07 0.88117E-01 -0.69380E+09 0.69954E+09 0.69669E+09 Max= 0.88623E+09 0.10511 -0.48095E+07 0.89143E+09 0.88884E+09 Min= 0.55791E+07 -0.15116 -0.77201E+09 0.26334E+09 0.25567E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.80797E+09 -0.13210 -0.49290E+07 0.81290E+09 0.81045E+09 3 0.86464E+09 -0.13986 -0.53275E+07 0.86997E+09 0.86732E+09 12 0.38002E+09 -0.80393E-02 -0.12121E+08 0.39214E+09 0.38622E+09 10 0.35726E+09 -0.78253E-02 -0.11147E+08 0.36841E+09 0.36296E+09 13 0.82805E+09 -0.14272 -0.48095E+07 0.83286E+09 0.83046E+09 15 0.88623E+09 -0.15116 -0.51977E+07 0.89143E+09 0.88884E+09 24 0.14406E+08 0.0000 -0.31975E+09 0.33416E+09 0.32719E+09 22 0.13571E+08 0.0000 -0.29346E+09 0.30703E+09 0.30047E+09 25 0.40471E+09 0.0000 -0.98403E+07 0.41455E+09 0.40972E+09 27 0.43102E+09 0.0000 -0.10687E+08 0.44171E+09 0.43646E+09 36 0.59667E+07 0.10511 -0.77201E+09 0.77798E+09 0.77501E+09 34 0.55791E+07 0.96085E-01 -0.71383E+09 0.71941E+09 0.71664E+09 37 0.16108E+08 0.35433E-02 -0.24724E+09 0.26334E+09 0.25567E+09 39 0.17062E+08 0.40004E-02 -0.26997E+09 0.28704E+09 0.27890E+09 48 0.61380E+07 0.96439E-01 -0.75046E+09 0.75660E+09 0.75355E+09 46 0.57402E+07 0.88117E-01 -0.69380E+09 0.69954E+09 0.69669E+09 Max= 0.88623E+09 0.10511 -0.48095E+07 0.89143E+09 0.88884E+09 Min= 0.55791E+07 -0.15116 -0.77201E+09 0.26334E+09 0.25567E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 19 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.70409E+09 -0.85289E-01 -0.56563E+07 0.70974E+09 0.70693E+09 3 0.75292E+09 -0.90064E-01 -0.61179E+07 0.75904E+09 0.75600E+09 12 0.30872E+09 -0.30061E-02 -0.14921E+08 0.32364E+09 0.31645E+09 10 0.29091E+09 -0.30067E-02 -0.13690E+08 0.30460E+09 0.29799E+09 13 0.74950E+09 -0.10414 -0.53135E+07 0.75482E+09 0.75217E+09 15 0.80176E+09 -0.11010 -0.57453E+07 0.80751E+09 0.80465E+09 24 0.14746E+08 0.0000 -0.31237E+09 0.32712E+09 0.32000E+09 22 0.13896E+08 0.0000 -0.28660E+09 0.30050E+09 0.29379E+09 25 0.39771E+09 0.0000 -0.10014E+08 0.40772E+09 0.40281E+09 27 0.42349E+09 0.0000 -0.10877E+08 0.43437E+09 0.42903E+09 36 0.66979E+07 0.73920E-01 -0.68773E+09 0.69443E+09 0.69110E+09 34 0.62670E+07 0.67432E-01 -0.63547E+09 0.64174E+09 0.63863E+09


ANNEXES

133

37 0.21657E+08 0.13944E-02 -0.18389E+09 0.20555E+09 0.19562E+09 39 0.22842E+08 0.15916E-02 -0.20166E+09 0.22450E+09 0.21400E+09 48 0.72084E+07 0.59070E-01 -0.63903E+09 0.64623E+09 0.64266E+09 46 0.67478E+07 0.53804E-01 -0.59019E+09 0.59694E+09 0.59359E+09 Max= 0.80176E+09 0.73920E-01 -0.53135E+07 0.80751E+09 0.80465E+09 Min= 0.62670E+07 -0.11010 -0.68773E+09 0.20555E+09 0.19562E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.70409E+09 -0.85289E-01 -0.56563E+07 0.70974E+09 0.70693E+09 3 0.75292E+09 -0.90064E-01 -0.61179E+07 0.75904E+09 0.75600E+09 12 0.30872E+09 -0.30061E-02 -0.14921E+08 0.32364E+09 0.31645E+09 10 0.29091E+09 -0.30067E-02 -0.13690E+08 0.30460E+09 0.29799E+09 13 0.74950E+09 -0.10414 -0.53135E+07 0.75482E+09 0.75217E+09 15 0.80176E+09 -0.11010 -0.57453E+07 0.80751E+09 0.80465E+09 24 0.14746E+08 0.0000 -0.31237E+09 0.32712E+09 0.32000E+09 22 0.13896E+08 0.0000 -0.28660E+09 0.30050E+09 0.29379E+09 25 0.39771E+09 0.0000 -0.10014E+08 0.40772E+09 0.40281E+09 27 0.42349E+09 0.0000 -0.10877E+08 0.43437E+09 0.42903E+09 36 0.66979E+07 0.73920E-01 -0.68773E+09 0.69443E+09 0.69110E+09 34 0.62670E+07 0.67432E-01 -0.63547E+09 0.64174E+09 0.63863E+09 37 0.21657E+08 0.13944E-02 -0.18389E+09 0.20555E+09 0.19562E+09 39 0.22842E+08 0.15916E-02 -0.20166E+09 0.22450E+09 0.21400E+09 48 0.72084E+07 0.59070E-01 -0.63903E+09 0.64623E+09 0.64266E+09 46 0.67478E+07 0.53804E-01 -0.59019E+09 0.59694E+09 0.59359E+09 Max= 0.80176E+09 0.73920E-01 -0.53135E+07 0.80751E+09 0.80465E+09 Min= 0.62670E+07 -0.11010 -0.68773E+09 0.20555E+09 0.19562E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 20 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.60045E+09 -0.50846E-01 -0.66325E+07 0.60708E+09 0.60379E+09 3 0.64148E+09 -0.53494E-01 -0.71808E+07 0.64866E+09 0.64510E+09 12 0.23898E+09 -0.21410E-03 -0.19275E+08 0.25826E+09 0.24918E+09 10 0.22595E+09 -0.30339E-03 -0.17626E+08 0.24357E+09 0.23526E+09 13 0.67108E+09 -0.73075E-01 -0.59345E+07 0.67701E+09 0.67406E+09 15 0.71742E+09 -0.77088E-01 -0.64207E+07 0.72384E+09 0.72065E+09 24 0.15102E+08 0.0000 -0.30501E+09 0.32011E+09 0.31283E+09 22 0.14235E+08 0.0000 -0.27976E+09 0.29400E+09 0.28714E+09 25 0.39071E+09 0.0000 -0.10193E+08 0.40090E+09 0.39590E+09 27 0.41597E+09 0.0000 -0.11074E+08 0.42704E+09 0.42161E+09 36 0.76309E+07 0.49621E-01 -0.60365E+09 0.61128E+09 0.60750E+09 34 0.71461E+07 0.45142E-01 -0.55730E+09 0.56445E+09 0.56091E+09 37 0.31820E+08 0.53848E-03 -0.12516E+09 0.15698E+09 0.14373E+09 39 0.33360E+08 0.60384E-03 -0.13808E+09 0.17144E+09 0.15743E+09 48 0.87236E+07 0.32892E-01 -0.52803E+09 0.53676E+09 0.53245E+09 46 0.81775E+07 0.29829E-01 -0.48701E+09 0.49519E+09 0.49115E+09 Max= 0.71742E+09 0.49621E-01 -0.59345E+07 0.72384E+09 0.72065E+09 Min= 0.71461E+07 -0.77088E-01 -0.60365E+09 0.15698E+09 0.14373E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.60045E+09 -0.50846E-01 -0.66325E+07 0.60708E+09 0.60379E+09 3 0.64148E+09 -0.53494E-01 -0.71808E+07 0.64866E+09 0.64510E+09 12 0.23898E+09 -0.21410E-03 -0.19275E+08 0.25826E+09 0.24918E+09 10 0.22595E+09 -0.30339E-03 -0.17626E+08 0.24357E+09 0.23526E+09 13 0.67108E+09 -0.73075E-01 -0.59345E+07 0.67701E+09 0.67406E+09 15 0.71742E+09 -0.77088E-01 -0.64207E+07 0.72384E+09 0.72065E+09 24 0.15102E+08 0.0000 -0.30501E+09 0.32011E+09 0.31283E+09 22 0.14235E+08 0.0000 -0.27976E+09 0.29400E+09 0.28714E+09 25 0.39071E+09 0.0000 -0.10193E+08 0.40090E+09 0.39590E+09 27 0.41597E+09 0.0000 -0.11074E+08 0.42704E+09 0.42161E+09


ANNEXES

134

36 0.76309E+07 0.49621E-01 -0.60365E+09 0.61128E+09 0.60750E+09 34 0.71461E+07 0.45142E-01 -0.55730E+09 0.56445E+09 0.56091E+09 37 0.31820E+08 0.53848E-03 -0.12516E+09 0.15698E+09 0.14373E+09 39 0.33360E+08 0.60384E-03 -0.13808E+09 0.17144E+09 0.15743E+09 48 0.87236E+07 0.32892E-01 -0.52803E+09 0.53676E+09 0.53245E+09 46 0.81775E+07 0.29829E-01 -0.48701E+09 0.49519E+09 0.49115E+09 Max= 0.71742E+09 0.49621E-01 -0.59345E+07 0.72384E+09 0.72065E+09 Min= 0.71461E+07 -0.77088E-01 -0.60365E+09 0.15698E+09 0.14373E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 21 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.38296E+09 -0.41180E-02 -0.17696E+08 0.40065E+09 0.39210E+09 3 0.40864E+09 -0.42469E-02 -0.19182E+08 0.42782E+09 0.41856E+09 12 0.12021E+09 0.11376E-02 -0.65208E+08 0.18541E+09 0.16291E+09 10 0.11381E+09 0.10731E-02 -0.59543E+08 0.17336E+09 0.15256E+09 13 0.50194E+09 -0.13755E-01 -0.13501E+08 0.51544E+09 0.50882E+09 15 0.53654E+09 -0.14443E-01 -0.14609E+08 0.55115E+09 0.54399E+09 24 0.25224E+08 0.0000 -0.31075E+09 0.33597E+09 0.32410E+09 22 0.23691E+08 0.0000 -0.28605E+09 0.30974E+09 0.29860E+09 25 0.36996E+09 0.0000 -0.18318E+08 0.38828E+09 0.37945E+09 27 0.39467E+09 0.0000 -0.19860E+08 0.41454E+09 0.40497E+09 36 0.17416E+08 0.11383E-01 -0.45006E+09 0.46747E+09 0.45901E+09 34 0.16312E+08 0.10345E-01 -0.41546E+09 0.43177E+09 0.42385E+09 37 0.10167E+09 0.97562E-03 -0.66654E+08 0.16833E+09 0.14682E+09 39 0.10732E+09 0.10316E-02 -0.73034E+08 0.18036E+09 0.15713E+09 48 0.24167E+08 0.40120E-02 -0.32434E+09 0.34850E+09 0.33707E+09 46 0.22691E+08 0.36167E-02 -0.29866E+09 0.32135E+09 0.31063E+09 Max= 0.53654E+09 0.11383E-01 -0.13501E+08 0.55115E+09 0.54399E+09 Min= 0.16312E+08 -0.14443E-01 -0.45006E+09 0.16833E+09 0.14682E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.38296E+09 -0.41180E-02 -0.17696E+08 0.40065E+09 0.39210E+09 3 0.40864E+09 -0.42469E-02 -0.19182E+08 0.42782E+09 0.41856E+09 12 0.12021E+09 0.11376E-02 -0.65208E+08 0.18541E+09 0.16291E+09 10 0.11381E+09 0.10731E-02 -0.59543E+08 0.17336E+09 0.15256E+09 13 0.50194E+09 -0.13755E-01 -0.13501E+08 0.51544E+09 0.50882E+09 15 0.53654E+09 -0.14443E-01 -0.14609E+08 0.55115E+09 0.54399E+09 24 0.25224E+08 0.0000 -0.31075E+09 0.33597E+09 0.32410E+09 22 0.23691E+08 0.0000 -0.28605E+09 0.30974E+09 0.29860E+09 25 0.36996E+09 0.0000 -0.18318E+08 0.38828E+09 0.37945E+09 27 0.39467E+09 0.0000 -0.19860E+08 0.41454E+09 0.40497E+09 36 0.17416E+08 0.11383E-01 -0.45006E+09 0.46747E+09 0.45901E+09 34 0.16312E+08 0.10345E-01 -0.41546E+09 0.43177E+09 0.42385E+09 37 0.10167E+09 0.97562E-03 -0.66654E+08 0.16833E+09 0.14682E+09 39 0.10732E+09 0.10316E-02 -0.73034E+08 0.18036E+09 0.15713E+09 48 0.24167E+08 0.40120E-02 -0.32434E+09 0.34850E+09 0.33707E+09 46 0.22691E+08 0.36167E-02 -0.29866E+09 0.32135E+09 0.31063E+09 Max= 0.53654E+09 0.11383E-01 -0.13501E+08 0.55115E+09 0.54399E+09 Min= 0.16312E+08 -0.14443E-01 -0.45006E+09 0.16833E+09 0.14682E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 22 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.30387E+09 -0.66811E-03 -0.22302E+08 0.32617E+09 0.31561E+09 3 0.32367E+09 -0.62223E-03 -0.24217E+08 0.34789E+09 0.33643E+09 12 0.93811E+08 0.90686E-03 -0.83555E+08 0.17737E+09 0.15369E+09 10 0.88900E+08 0.85917E-03 -0.76230E+08 0.16513E+09 0.14315E+09


ANNEXES

135

13 0.42753E+09 -0.70378E-02 -0.15851E+08 0.44338E+09 0.43567E+09 15 0.45655E+09 -0.73300E-02 -0.17169E+08 0.47372E+09 0.46537E+09 24 0.27389E+08 0.0000 -0.28618E+09 0.31357E+09 0.30082E+09 22 0.25744E+08 0.0000 -0.26324E+09 0.28899E+09 0.27701E+09 25 0.34635E+09 0.0000 -0.19566E+08 0.36592E+09 0.35654E+09 27 0.36931E+09 0.0000 -0.21225E+08 0.39053E+09 0.38036E+09 36 0.21116E+08 0.61739E-02 -0.37121E+09 0.39233E+09 0.38221E+09 34 0.19804E+08 0.55847E-02 -0.34220E+09 0.36200E+09 0.35252E+09 37 0.12911E+09 0.11720E-02 -0.52490E+08 0.18160E+09 0.16187E+09 39 0.13647E+09 0.12471E-02 -0.57437E+08 0.19391E+09 0.17251E+09 48 0.32325E+08 0.16255E-02 -0.24249E+09 0.27481E+09 0.26016E+09 46 0.30429E+08 0.14581E-02 -0.22271E+09 0.25314E+09 0.23938E+09 Max= 0.45655E+09 0.61739E-02 -0.15851E+08 0.47372E+09 0.46537E+09 Min= 0.19804E+08 -0.73300E-02 -0.37121E+09 0.16513E+09 0.14315E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.30387E+09 -0.66811E-03 -0.22302E+08 0.32617E+09 0.31561E+09 3 0.32367E+09 -0.62223E-03 -0.24217E+08 0.34789E+09 0.33643E+09 12 0.93811E+08 0.90686E-03 -0.83555E+08 0.17737E+09 0.15369E+09 10 0.88900E+08 0.85917E-03 -0.76230E+08 0.16513E+09 0.14315E+09 13 0.42753E+09 -0.70378E-02 -0.15851E+08 0.44338E+09 0.43567E+09 15 0.45655E+09 -0.73300E-02 -0.17169E+08 0.47372E+09 0.46537E+09 24 0.27389E+08 0.0000 -0.28618E+09 0.31357E+09 0.30082E+09 22 0.25744E+08 0.0000 -0.26324E+09 0.28899E+09 0.27701E+09 25 0.34635E+09 0.0000 -0.19566E+08 0.36592E+09 0.35654E+09 27 0.36931E+09 0.0000 -0.21225E+08 0.39053E+09 0.38036E+09 36 0.21116E+08 0.61739E-02 -0.37121E+09 0.39233E+09 0.38221E+09 34 0.19804E+08 0.55847E-02 -0.34220E+09 0.36200E+09 0.35252E+09 37 0.12911E+09 0.11720E-02 -0.52490E+08 0.18160E+09 0.16187E+09 39 0.13647E+09 0.12471E-02 -0.57437E+08 0.19391E+09 0.17251E+09 48 0.32325E+08 0.16255E-02 -0.24249E+09 0.27481E+09 0.26016E+09 46 0.30429E+08 0.14581E-02 -0.22271E+09 0.25314E+09 0.23938E+09 Max= 0.45655E+09 0.61739E-02 -0.15851E+08 0.47372E+09 0.46537E+09 Min= 0.19804E+08 -0.73300E-02 -0.37121E+09 0.16513E+09 0.14315E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 23 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.29700E+08 0.55454E-03 -0.12573E+09 0.15543E+09 0.14291E+09 3 0.31965E+08 0.59562E-03 -0.13511E+09 0.16708E+09 0.15361E+09 12 0.17910E+08 0.29937E-02 -0.24115E+09 0.25906E+09 0.25058E+09 10 0.16645E+08 0.27879E-02 -0.22433E+09 0.24098E+09 0.23310E+09 13 0.10611E+09 0.91695E-03 -0.35190E+08 0.14130E+09 0.12740E+09 15 0.11421E+09 0.98645E-03 -0.37815E+08 0.15203E+09 0.13709E+09 24 0.18606E+08 0.0000 -0.23213E+09 0.25074E+09 0.24197E+09 22 0.17291E+08 0.0000 -0.21595E+09 0.23324E+09 0.22509E+09 25 0.21289E+09 0.0000 -0.17539E+08 0.23043E+09 0.22218E+09 27 0.22908E+09 0.0000 -0.18854E+08 0.24793E+09 0.23906E+09 36 0.37007E+08 0.49131E-03 -0.11671E+09 0.15371E+09 0.13896E+09 34 0.34382E+08 0.45714E-03 -0.10860E+09 0.14299E+09 0.12927E+09 37 0.22126E+09 -0.36559E-03 -0.16876E+08 0.23814E+09 0.23016E+09 39 0.23808E+09 -0.39662E-03 -0.18141E+08 0.25622E+09 0.24765E+09 48 0.13245E+09 0.10203E-02 -0.32607E+08 0.16506E+09 0.15141E+09 46 0.12307E+09 0.94878E-03 -0.30342E+08 0.15341E+09 0.14071E+09 Max= 0.23808E+09 0.29937E-02 -0.16876E+08 0.25906E+09 0.25058E+09 Min= 0.16645E+08 -0.39662E-03 -0.24115E+09 0.14130E+09 0.12740E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.29700E+08 0.55454E-03 -0.12573E+09 0.15543E+09 0.14291E+09 3 0.31965E+08 0.59562E-03 -0.13511E+09 0.16708E+09 0.15361E+09


ANNEXES

136

12 0.17910E+08 0.29937E-02 -0.24115E+09 0.25906E+09 0.25058E+09 10 0.16645E+08 0.27879E-02 -0.22433E+09 0.24098E+09 0.23310E+09 13 0.10611E+09 0.91695E-03 -0.35190E+08 0.14130E+09 0.12740E+09 15 0.11421E+09 0.98645E-03 -0.37815E+08 0.15203E+09 0.13709E+09 24 0.18606E+08 0.0000 -0.23213E+09 0.25074E+09 0.24197E+09 22 0.17291E+08 0.0000 -0.21595E+09 0.23324E+09 0.22509E+09 25 0.21289E+09 0.0000 -0.17539E+08 0.23043E+09 0.22218E+09 27 0.22908E+09 0.0000 -0.18854E+08 0.24793E+09 0.23906E+09 36 0.37007E+08 0.49131E-03 -0.11671E+09 0.15371E+09 0.13896E+09 34 0.34382E+08 0.45714E-03 -0.10860E+09 0.14299E+09 0.12927E+09 37 0.22126E+09 -0.36559E-03 -0.16876E+08 0.23814E+09 0.23016E+09 39 0.23808E+09 -0.39662E-03 -0.18141E+08 0.25622E+09 0.24765E+09 48 0.13245E+09 0.10203E-02 -0.32607E+08 0.16506E+09 0.15141E+09 46 0.12307E+09 0.94878E-03 -0.30342E+08 0.15341E+09 0.14071E+09 Max= 0.23808E+09 0.29937E-02 -0.16876E+08 0.25906E+09 0.25058E+09 Min= 0.16645E+08 -0.39662E-03 -0.24115E+09 0.14130E+09 0.12740E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 24 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.35248E+08 0.44871E-03 -0.10594E+09 0.14118E+09 0.12727E+09 3 0.37939E+08 0.48228E-03 -0.11384E+09 0.15178E+09 0.13681E+09 12 0.26622E+08 0.90124E-03 -0.16223E+09 0.18885E+09 0.17705E+09 10 0.24737E+08 0.83943E-03 -0.15095E+09 0.17568E+09 0.16471E+09 13 0.75038E+08 0.72043E-03 -0.49762E+08 0.12480E+09 0.10882E+09 15 0.80776E+08 0.77546E-03 -0.53468E+08 0.13424E+09 0.11706E+09 24 0.29509E+08 0.0000 -0.14636E+09 0.17587E+09 0.16313E+09 22 0.27418E+08 0.0000 -0.13619E+09 0.16360E+09 0.15176E+09 25 0.13345E+09 0.0000 -0.27981E+08 0.16143E+09 0.14942E+09 27 0.14362E+09 0.0000 -0.30071E+08 0.17369E+09 0.16078E+09 36 0.52172E+08 0.51212E-03 -0.82782E+08 0.13495E+09 0.11787E+09 34 0.48466E+08 0.47585E-03 -0.77044E+08 0.12551E+09 0.10963E+09 37 0.14812E+09 0.87705E-03 -0.25210E+08 0.17333E+09 0.16220E+09 39 0.15940E+09 0.94264E-03 -0.27094E+08 0.18650E+09 0.17453E+09 48 0.11137E+09 0.97558E-03 -0.38779E+08 0.15015E+09 0.13501E+09 46 0.10347E+09 0.90681E-03 -0.36087E+08 0.13956E+09 0.12547E+09 Max= 0.15940E+09 0.97558E-03 -0.25210E+08 0.18885E+09 0.17705E+09 Min= 0.24737E+08 0.0000 -0.16223E+09 0.12480E+09 0.10882E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.35248E+08 0.44871E-03 -0.10594E+09 0.14118E+09 0.12727E+09 3 0.37939E+08 0.48228E-03 -0.11384E+09 0.15178E+09 0.13681E+09 12 0.26622E+08 0.90124E-03 -0.16223E+09 0.18885E+09 0.17705E+09 10 0.24737E+08 0.83943E-03 -0.15095E+09 0.17568E+09 0.16471E+09 13 0.75038E+08 0.72043E-03 -0.49762E+08 0.12480E+09 0.10882E+09 15 0.80776E+08 0.77546E-03 -0.53468E+08 0.13424E+09 0.11706E+09 24 0.29509E+08 0.0000 -0.14636E+09 0.17587E+09 0.16313E+09 22 0.27418E+08 0.0000 -0.13619E+09 0.16360E+09 0.15176E+09 25 0.13345E+09 0.0000 -0.27981E+08 0.16143E+09 0.14942E+09 27 0.14362E+09 0.0000 -0.30071E+08 0.17369E+09 0.16078E+09 36 0.52172E+08 0.51212E-03 -0.82782E+08 0.13495E+09 0.11787E+09 34 0.48466E+08 0.47585E-03 -0.77044E+08 0.12551E+09 0.10963E+09 37 0.14812E+09 0.87705E-03 -0.25210E+08 0.17333E+09 0.16220E+09 39 0.15940E+09 0.94264E-03 -0.27094E+08 0.18650E+09 0.17453E+09 48 0.11137E+09 0.97558E-03 -0.38779E+08 0.15015E+09 0.13501E+09 46 0.10347E+09 0.90681E-03 -0.36087E+08 0.13956E+09 0.12547E+09 Max= 0.15940E+09 0.97558E-03 -0.25210E+08 0.18885E+09 0.17705E+09 Min= 0.24737E+08 0.0000 -0.16223E+09 0.12480E+09 0.10882E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 25 SECTION ID = 2


ANNEXES

137



ANNEXES

138

Min= 0.34360E+08 0.0000 -0.11678E+09 0.12335E+09 0.10715E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.51916E+08 0.50448E-03 -0.71925E+08 0.12384E+09 0.10771E+09 3 0.55886E+08 0.54298E-03 -0.77281E+08 0.13317E+09 0.11582E+09 12 0.88465E+08 0.83862E-03 -0.48821E+08 0.13729E+09 0.12053E+09 10 0.82182E+08 0.77917E-03 -0.45436E+08 0.12762E+09 0.11204E+09 13 0.36445E+08 0.44046E-03 -0.10246E+09 0.13890E+09 0.12474E+09 15 0.39229E+08 0.47355E-03 -0.11010E+09 0.14932E+09 0.13409E+09 24 0.11428E+09 0.0000 -0.37791E+08 0.15208E+09 0.13714E+09 22 0.10618E+09 0.0000 -0.35168E+08 0.14134E+09 0.12745E+09 25 0.34360E+08 0.0000 -0.10867E+09 0.14303E+09 0.12932E+09 27 0.36984E+08 0.0000 -0.11678E+09 0.15376E+09 0.13901E+09 36 0.10768E+09 0.95930E-03 -0.40110E+08 0.14779E+09 0.13237E+09 34 0.10004E+09 0.89158E-03 -0.37327E+08 0.13736E+09 0.12302E+09 37 0.44280E+08 0.44802E-03 -0.84328E+08 0.12861E+09 0.11316E+09 39 0.47664E+08 0.48211E-03 -0.90611E+08 0.13828E+09 0.12166E+09 48 0.75384E+08 0.72721E-03 -0.57292E+08 0.13268E+09 0.11526E+09 46 0.70028E+08 0.67559E-03 -0.53322E+08 0.12335E+09 0.10715E+09 Max= 0.11428E+09 0.95930E-03 -0.35168E+08 0.15376E+09 0.13901E+09 Min= 0.34360E+08 0.0000 -0.11678E+09 0.12335E+09 0.10715E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 29 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.22767E+09 -0.13642E-01 -0.33742E+07 0.23104E+09 0.22937E+09 3 0.24790E+09 -0.12539E-01 -0.42178E+07 0.25212E+09 0.25003E+09 12 0.47449E+09 -0.10377 -0.22036E+07 0.47669E+09 0.47559E+09 10 0.42206E+09 -0.99816E-01 -0.18201E+07 0.42388E+09 0.42297E+09 13 0.14222E+08 0.23031E-03 -0.54013E+08 0.68235E+08 0.62352E+08 15 0.13431E+08 0.41534E-03 -0.77849E+08 0.91280E+08 0.85361E+08 24 0.48962E+09 0.0000 -0.21355E+07 0.49175E+09 0.49069E+09 22 0.43503E+09 0.0000 -0.17658E+07 0.43680E+09 0.43592E+09 25 0.34792E+07 0.0000 -0.22079E+09 0.22427E+09 0.22255E+09 27 0.37976E+07 0.0000 -0.27533E+09 0.27913E+09 0.27725E+09 36 0.28405E+09 -0.19976E-01 -0.36810E+07 0.28773E+09 0.28591E+09 34 0.25871E+09 -0.20962E-01 -0.29693E+07 0.26168E+09 0.26021E+09 37 0.36935E+07 0.12017E-01 -0.20798E+09 0.21168E+09 0.20985E+09 39 0.40161E+07 0.17417E-01 -0.26035E+09 0.26437E+09 0.26238E+09 48 0.21317E+08 0.22959E-03 -0.49049E+08 0.70366E+08 0.62496E+08 46 0.23856E+08 0.23154E-03 -0.32201E+08 0.56057E+08 0.48726E+08 Max= 0.48962E+09 0.17417E-01 -0.17658E+07 0.49175E+09 0.49069E+09 Min= 0.34792E+07 -0.10377 -0.27533E+09 0.56057E+08 0.48726E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.22767E+09 -0.13642E-01 -0.33742E+07 0.23104E+09 0.22937E+09 3 0.24790E+09 -0.12539E-01 -0.42178E+07 0.25212E+09 0.25003E+09 12 0.47449E+09 -0.10377 -0.22036E+07 0.47669E+09 0.47559E+09 10 0.42206E+09 -0.99816E-01 -0.18201E+07 0.42388E+09 0.42297E+09 13 0.14222E+08 0.23031E-03 -0.54013E+08 0.68235E+08 0.62352E+08 15 0.13431E+08 0.41534E-03 -0.77849E+08 0.91280E+08 0.85361E+08 24 0.48962E+09 0.0000 -0.21355E+07 0.49175E+09 0.49069E+09 22 0.43503E+09 0.0000 -0.17658E+07 0.43680E+09 0.43592E+09 25 0.34792E+07 0.0000 -0.22079E+09 0.22427E+09 0.22255E+09 27 0.37976E+07 0.0000 -0.27533E+09 0.27913E+09 0.27725E+09 36 0.28405E+09 -0.19976E-01 -0.36810E+07 0.28773E+09 0.28591E+09 34 0.25871E+09 -0.20962E-01 -0.29693E+07 0.26168E+09 0.26021E+09 37 0.36935E+07 0.12017E-01 -0.20798E+09 0.21168E+09 0.20985E+09 39 0.40161E+07 0.17417E-01 -0.26035E+09 0.26437E+09 0.26238E+09 48 0.21317E+08 0.22959E-03 -0.49049E+08 0.70366E+08 0.62496E+08 46 0.23856E+08 0.23154E-03 -0.32201E+08 0.56057E+08 0.48726E+08


ANNEXES

139

Max= 0.48962E+09 0.17417E-01 -0.17658E+07 0.49175E+09 0.49069E+09 Min= 0.34792E+07 -0.10377 -0.27533E+09 0.56057E+08 0.48726E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 30 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.18321E+09 -0.63015E-02 -0.41930E+07 0.18740E+09 0.18534E+09 3 0.19618E+09 -0.52988E-02 -0.53296E+07 0.20151E+09 0.19890E+09 12 0.27963E+09 -0.18951E-01 -0.37392E+07 0.28337E+09 0.28152E+09 10 0.25492E+09 -0.19961E-01 -0.30135E+07 0.25793E+09 0.25644E+09 13 0.74784E+08 0.33526E-03 -0.10272E+08 0.85056E+08 0.80414E+08 15 0.71826E+08 0.49289E-03 -0.14557E+08 0.86383E+08 0.80103E+08 24 0.26649E+09 0.0000 -0.39236E+07 0.27041E+09 0.26847E+09 22 0.24363E+09 0.0000 -0.31530E+07 0.24679E+09 0.24522E+09 25 0.18043E+08 0.0000 -0.42574E+08 0.60618E+08 0.53910E+08 27 0.16552E+08 0.0000 -0.63168E+08 0.79721E+08 0.72868E+08 36 0.16502E+09 -0.25523E-02 -0.63363E+07 0.17135E+09 0.16827E+09 34 0.15635E+09 -0.33866E-02 -0.49132E+07 0.16126E+09 0.15886E+09 37 0.15059E+08 0.21434E-03 -0.51013E+08 0.66072E+08 0.59977E+08 39 0.14118E+08 0.36721E-03 -0.74061E+08 0.88179E+08 0.82036E+08 48 0.47231E+08 0.43920E-03 -0.22138E+08 0.69369E+08 0.61371E+08 46 0.51772E+08 0.42610E-03 -0.14838E+08 0.66610E+08 0.60570E+08 Max= 0.27963E+09 0.49289E-03 -0.30135E+07 0.28337E+09 0.28152E+09 Min= 0.14118E+08 -0.19961E-01 -0.74061E+08 0.60618E+08 0.53910E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.18321E+09 -0.63015E-02 -0.41930E+07 0.18740E+09 0.18534E+09 3 0.19618E+09 -0.52988E-02 -0.53296E+07 0.20151E+09 0.19890E+09 12 0.27963E+09 -0.18951E-01 -0.37392E+07 0.28337E+09 0.28152E+09 10 0.25492E+09 -0.19961E-01 -0.30135E+07 0.25793E+09 0.25644E+09 13 0.74784E+08 0.33526E-03 -0.10272E+08 0.85056E+08 0.80414E+08 15 0.71826E+08 0.49289E-03 -0.14557E+08 0.86383E+08 0.80103E+08 24 0.26649E+09 0.0000 -0.39236E+07 0.27041E+09 0.26847E+09 22 0.24363E+09 0.0000 -0.31530E+07 0.24679E+09 0.24522E+09 25 0.18043E+08 0.0000 -0.42574E+08 0.60618E+08 0.53910E+08 27 0.16552E+08 0.0000 -0.63168E+08 0.79721E+08 0.72868E+08 36 0.16502E+09 -0.25523E-02 -0.63363E+07 0.17135E+09 0.16827E+09 34 0.15635E+09 -0.33866E-02 -0.49132E+07 0.16126E+09 0.15886E+09 37 0.15059E+08 0.21434E-03 -0.51013E+08 0.66072E+08 0.59977E+08 39 0.14118E+08 0.36721E-03 -0.74061E+08 0.88179E+08 0.82036E+08 48 0.47231E+08 0.43920E-03 -0.22138E+08 0.69369E+08 0.61371E+08 46 0.51772E+08 0.42610E-03 -0.14838E+08 0.66610E+08 0.60570E+08 Max= 0.27963E+09 0.49289E-03 -0.30135E+07 0.28337E+09 0.28152E+09 Min= 0.14118E+08 -0.19961E-01 -0.74061E+08 0.60618E+08 0.53910E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 31 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.13925E+09 -0.20344E-02 -0.55165E+07 0.14477E+09 0.14209E+09 3 0.14523E+09 -0.13336E-02 -0.71996E+07 0.15243E+09 0.14896E+09 12 0.90991E+08 0.34765E-03 -0.11491E+08 0.10248E+09 0.97247E+08 10 0.91924E+08 0.53770E-04 -0.83567E+07 0.10028E+09 0.96375E+08 13 0.17325E+09 -0.50998E-02 -0.44340E+07 0.17768E+09 0.17551E+09 15 0.18462E+09 -0.41523E-02 -0.56635E+07 0.19028E+09 0.18751E+09 24 0.56240E+08 0.0000 -0.18591E+08 0.74832E+08 0.67485E+08 22 0.60411E+08 0.0000 -0.12716E+08 0.73127E+08 0.67671E+08 25 0.17270E+09 0.0000 -0.44481E+07 0.17715E+09 0.17497E+09 27 0.18398E+09 0.0000 -0.56831E+07 0.18967E+09 0.18689E+09


ANNEXES

140

36 0.55749E+08 0.48374E-03 -0.18755E+08 0.74505E+08 0.67122E+08 34 0.59948E+08 0.42637E-03 -0.12814E+08 0.72763E+08 0.67277E+08 37 0.13795E+09 -0.19459E-02 -0.55686E+07 0.14352E+09 0.14082E+09 39 0.14372E+09 -0.12558E-02 -0.72750E+07 0.15100E+09 0.14750E+09 48 0.89590E+08 0.36487E-03 -0.11671E+08 0.10126E+09 0.95959E+08 46 0.90683E+08 0.81312E-04 -0.84711E+07 0.99155E+08 0.95202E+08 Max= 0.18462E+09 0.48374E-03 -0.44340E+07 0.19028E+09 0.18751E+09 Min= 0.55749E+08 -0.50998E-02 -0.18755E+08 0.72763E+08 0.67122E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.13925E+09 -0.20344E-02 -0.55165E+07 0.14477E+09 0.14209E+09 3 0.14523E+09 -0.13336E-02 -0.71996E+07 0.15243E+09 0.14896E+09 12 0.90991E+08 0.34765E-03 -0.11491E+08 0.10248E+09 0.97247E+08 10 0.91924E+08 0.53770E-04 -0.83567E+07 0.10028E+09 0.96375E+08 13 0.17325E+09 -0.50998E-02 -0.44340E+07 0.17768E+09 0.17551E+09 15 0.18462E+09 -0.41523E-02 -0.56635E+07 0.19028E+09 0.18751E+09 24 0.56240E+08 0.0000 -0.18591E+08 0.74832E+08 0.67485E+08 22 0.60411E+08 0.0000 -0.12716E+08 0.73127E+08 0.67671E+08 25 0.17270E+09 0.0000 -0.44481E+07 0.17715E+09 0.17497E+09 27 0.18398E+09 0.0000 -0.56831E+07 0.18967E+09 0.18689E+09 36 0.55749E+08 0.48374E-03 -0.18755E+08 0.74505E+08 0.67122E+08 34 0.59948E+08 0.42637E-03 -0.12814E+08 0.72763E+08 0.67277E+08 37 0.13795E+09 -0.19459E-02 -0.55686E+07 0.14352E+09 0.14082E+09 39 0.14372E+09 -0.12558E-02 -0.72750E+07 0.15100E+09 0.14750E+09 48 0.89590E+08 0.36487E-03 -0.11671E+08 0.10126E+09 0.95959E+08 46 0.90683E+08 0.81312E-04 -0.84711E+07 0.99155E+08 0.95202E+08 Max= 0.18462E+09 0.48374E-03 -0.44340E+07 0.19028E+09 0.18751E+09 Min= 0.55749E+08 -0.50998E-02 -0.18755E+08 0.72763E+08 0.67122E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 32 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.96425E+08 -0.56239E-04 -0.79667E+07 0.10439E+09 0.10064E+09 3 0.96087E+08 0.27569E-03 -0.10882E+08 0.10697E+09 0.10196E+09 12 0.83486E+07 0.17504E-02 -0.12524E+09 0.13359E+09 0.12962E+09 10 0.82577E+07 0.95094E-03 -0.93026E+08 0.10128E+09 0.97418E+08 13 0.27590E+09 -0.25900E-01 -0.27843E+07 0.27869E+09 0.27730E+09 15 0.30408E+09 -0.25064E-01 -0.34385E+07 0.30752E+09 0.30581E+09 24 0.54262E+07 0.0000 -0.19269E+09 0.19812E+09 0.19546E+09 22 0.51143E+07 0.0000 -0.15020E+09 0.15532E+09 0.15282E+09 25 0.36315E+09 0.0000 -0.21153E+07 0.36527E+09 0.36422E+09 27 0.40579E+09 0.0000 -0.25767E+07 0.40837E+09 0.40709E+09 36 0.10934E+08 0.74747E-03 -0.95626E+08 0.10656E+09 0.10154E+09 34 0.11231E+08 0.37977E-03 -0.68399E+08 0.79630E+08 0.74651E+08 37 0.30325E+09 -0.35182E-01 -0.25332E+07 0.30578E+09 0.30453E+09 39 0.33595E+09 -0.34731E-01 -0.31123E+07 0.33907E+09 0.33752E+09 48 0.13830E+09 -0.99241E-03 -0.75601E+07 0.14586E+09 0.14223E+09 46 0.13326E+09 -0.16433E-02 -0.57647E+07 0.13902E+09 0.13623E+09 Max= 0.40579E+09 0.17504E-02 -0.21153E+07 0.40837E+09 0.40709E+09 Min= 0.51143E+07 -0.35182E-01 -0.19269E+09 0.79630E+08 0.74651E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.96425E+08 -0.56239E-04 -0.79667E+07 0.10439E+09 0.10064E+09 3 0.96087E+08 0.27569E-03 -0.10882E+08 0.10697E+09 0.10196E+09 12 0.83486E+07 0.17504E-02 -0.12524E+09 0.13359E+09 0.12962E+09 10 0.82577E+07 0.95094E-03 -0.93026E+08 0.10128E+09 0.97418E+08 13 0.27590E+09 -0.25900E-01 -0.27843E+07 0.27869E+09 0.27730E+09 15 0.30408E+09 -0.25064E-01 -0.34385E+07 0.30752E+09 0.30581E+09 24 0.54262E+07 0.0000 -0.19269E+09 0.19812E+09 0.19546E+09 22 0.51143E+07 0.0000 -0.15020E+09 0.15532E+09 0.15282E+09


ANNEXES

141

25 0.36315E+09 0.0000 -0.21153E+07 0.36527E+09 0.36422E+09 27 0.40579E+09 0.0000 -0.25767E+07 0.40837E+09 0.40709E+09 36 0.10934E+08 0.74747E-03 -0.95626E+08 0.10656E+09 0.10154E+09 34 0.11231E+08 0.37977E-03 -0.68399E+08 0.79630E+08 0.74651E+08 37 0.30325E+09 -0.35182E-01 -0.25332E+07 0.30578E+09 0.30453E+09 39 0.33595E+09 -0.34731E-01 -0.31123E+07 0.33907E+09 0.33752E+09 48 0.13830E+09 -0.99241E-03 -0.75601E+07 0.14586E+09 0.14223E+09 46 0.13326E+09 -0.16433E-02 -0.57647E+07 0.13902E+09 0.13623E+09 Max= 0.40579E+09 0.17504E-02 -0.21153E+07 0.40837E+09 0.40709E+09 Min= 0.51143E+07 -0.35182E-01 -0.19269E+09 0.79630E+08 0.74651E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 35 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.22976E+08 0.22979E-03 -0.41433E+08 0.64408E+08 0.56538E+08 3 0.26495E+08 0.26621E-03 -0.48905E+08 0.75399E+08 0.66252E+08 12 0.49692E+07 0.13995E-01 -0.26075E+09 0.26572E+09 0.26327E+09 10 0.42734E+07 0.11873E-01 -0.22276E+09 0.22703E+09 0.22493E+09 13 0.20022E+09 -0.65471E-02 -0.47544E+07 0.20498E+09 0.20264E+09 15 0.23274E+09 -0.75332E-02 -0.55673E+07 0.23831E+09 0.23557E+09 24 0.38104E+07 0.0000 -0.34004E+09 0.34385E+09 0.34196E+09 22 0.32744E+07 0.0000 -0.29072E+09 0.29400E+09 0.29237E+09 25 0.30114E+09 0.0000 -0.31612E+07 0.30430E+09 0.30273E+09 27 0.35046E+09 0.0000 -0.36972E+07 0.35416E+09 0.35232E+09 36 0.58243E+07 0.85466E-02 -0.22247E+09 0.22829E+09 0.22543E+09 34 0.50115E+07 0.72380E-02 -0.18995E+09 0.19496E+09 0.19251E+09 37 0.23310E+09 -0.11366E-01 -0.40838E+07 0.23718E+09 0.23517E+09 39 0.27109E+09 -0.13114E-01 -0.47797E+07 0.27587E+09 0.27351E+09 48 0.56055E+08 0.51026E-03 -0.23115E+08 0.79170E+08 0.70514E+08 46 0.48581E+08 0.44034E-03 -0.19595E+08 0.68176E+08 0.60795E+08 Max= 0.35046E+09 0.13995E-01 -0.31612E+07 0.35416E+09 0.35232E+09 Min= 0.32744E+07 -0.13114E-01 -0.34004E+09 0.64408E+08 0.56538E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.22976E+08 0.22979E-03 -0.41433E+08 0.64408E+08 0.56538E+08 3 0.26495E+08 0.26621E-03 -0.48905E+08 0.75399E+08 0.66252E+08 12 0.49692E+07 0.13995E-01 -0.26075E+09 0.26572E+09 0.26327E+09 10 0.42734E+07 0.11873E-01 -0.22276E+09 0.22703E+09 0.22493E+09 13 0.20022E+09 -0.65471E-02 -0.47544E+07 0.20498E+09 0.20264E+09 15 0.23274E+09 -0.75332E-02 -0.55673E+07 0.23831E+09 0.23557E+09 24 0.38104E+07 0.0000 -0.34004E+09 0.34385E+09 0.34196E+09 22 0.32744E+07 0.0000 -0.29072E+09 0.29400E+09 0.29237E+09 25 0.30114E+09 0.0000 -0.31612E+07 0.30430E+09 0.30273E+09 27 0.35046E+09 0.0000 -0.36972E+07 0.35416E+09 0.35232E+09 36 0.58243E+07 0.85466E-02 -0.22247E+09 0.22829E+09 0.22543E+09 34 0.50115E+07 0.72380E-02 -0.18995E+09 0.19496E+09 0.19251E+09 37 0.23310E+09 -0.11366E-01 -0.40838E+07 0.23718E+09 0.23517E+09 39 0.27109E+09 -0.13114E-01 -0.47797E+07 0.27587E+09 0.27351E+09 48 0.56055E+08 0.51026E-03 -0.23115E+08 0.79170E+08 0.70514E+08 46 0.48581E+08 0.44034E-03 -0.19595E+08 0.68176E+08 0.60795E+08 Max= 0.35046E+09 0.13995E-01 -0.31612E+07 0.35416E+09 0.35232E+09 Min= 0.32744E+07 -0.13114E-01 -0.34004E+09 0.64408E+08 0.56538E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 36 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.19388E+08 0.21908E-03 -0.49100E+08 0.68488E+08 0.61144E+08 3 0.22373E+08 0.25604E-03 -0.57914E+08 0.80287E+08 0.71766E+08


ANNEXES

142

12 0.10984E+08 0.11452E-02 -0.11796E+09 0.12895E+09 0.12382E+09 10 0.94793E+07 0.96076E-03 -0.10042E+09 0.10990E+09 0.10548E+09 13 0.66356E+08 0.47540E-03 -0.14346E+08 0.80702E+08 0.74571E+08 15 0.76695E+08 0.55582E-03 -0.16894E+08 0.93589E+08 0.86390E+08 24 0.10518E+08 0.0000 -0.12318E+09 0.13370E+09 0.12877E+09 22 0.90753E+07 0.0000 -0.10489E+09 0.11397E+09 0.10971E+09 25 0.11465E+09 0.0000 -0.83030E+07 0.12295E+09 0.11902E+09 27 0.13294E+09 0.0000 -0.97464E+07 0.14269E+09 0.13807E+09 36 0.18984E+08 0.28822E-03 -0.68255E+08 0.87238E+08 0.79466E+08 34 0.16436E+08 0.24397E-03 -0.57917E+08 0.74353E+08 0.67649E+08 37 0.11012E+09 -0.13834E-03 -0.86448E+07 0.11876E+09 0.11469E+09 39 0.12766E+09 -0.13861E-03 -0.10150E+08 0.13781E+09 0.13302E+09 48 0.65771E+08 0.55012E-03 -0.19700E+08 0.85471E+08 0.77522E+08 46 0.56955E+08 0.47293E-03 -0.16714E+08 0.73669E+08 0.66897E+08 Max= 0.13294E+09 0.11452E-02 -0.83030E+07 0.14269E+09 0.13807E+09 Min= 0.90753E+07 -0.13861E-03 -0.12318E+09 0.68488E+08 0.61144E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.19388E+08 0.21908E-03 -0.49100E+08 0.68488E+08 0.61144E+08 3 0.22373E+08 0.25604E-03 -0.57914E+08 0.80287E+08 0.71766E+08 12 0.10984E+08 0.11452E-02 -0.11796E+09 0.12895E+09 0.12382E+09 10 0.94793E+07 0.96076E-03 -0.10042E+09 0.10990E+09 0.10548E+09 13 0.66356E+08 0.47540E-03 -0.14346E+08 0.80702E+08 0.74571E+08 15 0.76695E+08 0.55582E-03 -0.16894E+08 0.93589E+08 0.86390E+08 24 0.10518E+08 0.0000 -0.12318E+09 0.13370E+09 0.12877E+09 22 0.90753E+07 0.0000 -0.10489E+09 0.11397E+09 0.10971E+09 25 0.11465E+09 0.0000 -0.83030E+07 0.12295E+09 0.11902E+09 27 0.13294E+09 0.0000 -0.97464E+07 0.14269E+09 0.13807E+09 36 0.18984E+08 0.28822E-03 -0.68255E+08 0.87238E+08 0.79466E+08 34 0.16436E+08 0.24397E-03 -0.57917E+08 0.74353E+08 0.67649E+08 37 0.11012E+09 -0.13834E-03 -0.86448E+07 0.11876E+09 0.11469E+09 39 0.12766E+09 -0.13861E-03 -0.10150E+08 0.13781E+09 0.13302E+09 48 0.65771E+08 0.55012E-03 -0.19700E+08 0.85471E+08 0.77522E+08 46 0.56955E+08 0.47293E-03 -0.16714E+08 0.73669E+08 0.66897E+08 Max= 0.13294E+09 0.11452E-02 -0.83030E+07 0.14269E+09 0.13807E+09 Min= 0.90753E+07 -0.13861E-03 -0.12318E+09 0.68488E+08 0.61144E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 37 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.16551E+08 0.24200E-03 -0.57517E+08 0.74068E+08 0.67336E+08 3 0.19115E+08 0.28575E-03 -0.67787E+08 0.86901E+08 0.79096E+08 12 0.62540E+08 0.54026E-03 -0.20718E+08 0.83258E+08 0.75074E+08 10 0.54172E+08 0.46506E-03 -0.17573E+08 0.71744E+08 0.64771E+08 13 0.94358E+07 0.97481E-03 -0.10089E+09 0.11032E+09 0.10592E+09 15 0.10934E+08 0.11619E-02 -0.11850E+09 0.12944E+09 0.12433E+09 24 0.12156E+09 0.0000 -0.10659E+08 0.13222E+09 0.12722E+09 22 0.10489E+09 0.0000 -0.90761E+07 0.11396E+09 0.10971E+09 25 0.99919E+07 0.0000 -0.95272E+08 0.10526E+09 0.10064E+09 27 0.11574E+08 0.0000 -0.11195E+09 0.12352E+09 0.11816E+09 36 0.12821E+09 -0.15387E-03 -0.10107E+08 0.13831E+09 0.13355E+09 34 0.11059E+09 -0.15172E-03 -0.86081E+07 0.11920E+09 0.11513E+09 37 0.20459E+08 0.21925E-03 -0.46529E+08 0.66988E+08 0.59460E+08 39 0.23603E+08 0.25541E-03 -0.54895E+08 0.78499E+08 0.69759E+08 48 0.76205E+08 0.55652E-03 -0.17003E+08 0.93208E+08 0.85976E+08 46 0.65934E+08 0.47612E-03 -0.14438E+08 0.80372E+08 0.74214E+08 Max= 0.12821E+09 0.11619E-02 -0.86081E+07 0.13831E+09 0.13355E+09 Min= 0.94358E+07 -0.15387E-03 -0.11850E+09 0.66988E+08 0.59460E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV


ANNEXES

143

1 0.16551E+08 0.24200E-03 -0.57517E+08 0.74068E+08 0.67336E+08 3 0.19115E+08 0.28575E-03 -0.67787E+08 0.86901E+08 0.79096E+08 12 0.62540E+08 0.54026E-03 -0.20718E+08 0.83258E+08 0.75074E+08 10 0.54172E+08 0.46506E-03 -0.17573E+08 0.71744E+08 0.64771E+08 13 0.94358E+07 0.97481E-03 -0.10089E+09 0.11032E+09 0.10592E+09 15 0.10934E+08 0.11619E-02 -0.11850E+09 0.12944E+09 0.12433E+09 24 0.12156E+09 0.0000 -0.10659E+08 0.13222E+09 0.12722E+09 22 0.10489E+09 0.0000 -0.90761E+07 0.11396E+09 0.10971E+09 25 0.99919E+07 0.0000 -0.95272E+08 0.10526E+09 0.10064E+09 27 0.11574E+08 0.0000 -0.11195E+09 0.12352E+09 0.11816E+09 36 0.12821E+09 -0.15387E-03 -0.10107E+08 0.13831E+09 0.13355E+09 34 0.11059E+09 -0.15172E-03 -0.86081E+07 0.11920E+09 0.11513E+09 37 0.20459E+08 0.21925E-03 -0.46529E+08 0.66988E+08 0.59460E+08 39 0.23603E+08 0.25541E-03 -0.54895E+08 0.78499E+08 0.69759E+08 48 0.76205E+08 0.55652E-03 -0.17003E+08 0.93208E+08 0.85976E+08 46 0.65934E+08 0.47612E-03 -0.14438E+08 0.80372E+08 0.74214E+08 Max= 0.12821E+09 0.11619E-02 -0.86081E+07 0.13831E+09 0.13355E+09 Min= 0.94358E+07 -0.15387E-03 -0.11850E+09 0.66988E+08 0.59460E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 38 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.14308E+08 0.30653E-03 -0.66530E+08 0.80839E+08 0.74719E+08 3 0.16539E+08 0.36459E-03 -0.78342E+08 0.94881E+08 0.87788E+08 12 0.19719E+09 -0.38882E-02 -0.65708E+07 0.20376E+09 0.20056E+09 10 0.16975E+09 -0.33942E-02 -0.56079E+07 0.17536E+09 0.17262E+09 13 0.39848E+07 0.14734E-01 -0.23890E+09 0.24288E+09 0.24091E+09 15 0.46346E+07 0.17354E-01 -0.27958E+09 0.28421E+09 0.28192E+09 24 0.33830E+09 0.0000 -0.38301E+07 0.34213E+09 0.34023E+09 22 0.29071E+09 0.0000 -0.32745E+07 0.29399E+09 0.29236E+09 25 0.33961E+07 0.0000 -0.28030E+09 0.28370E+09 0.28202E+09 27 0.39517E+07 0.0000 -0.32789E+09 0.33184E+09 0.32988E+09 36 0.28994E+09 -0.16565E-01 -0.44689E+07 0.29441E+09 0.29220E+09 34 0.24926E+09 -0.14345E-01 -0.38191E+07 0.25308E+09 0.25119E+09 37 0.59654E+07 0.41897E-02 -0.15958E+09 0.16554E+09 0.16264E+09 39 0.69282E+07 0.49583E-02 -0.18702E+09 0.19395E+09 0.19058E+09 48 0.87193E+08 0.51698E-03 -0.14860E+08 0.10205E+09 0.95494E+08 46 0.75380E+08 0.43919E-03 -0.12629E+08 0.88008E+08 0.82423E+08 Max= 0.33830E+09 0.17354E-01 -0.32745E+07 0.34213E+09 0.34023E+09 Min= 0.33961E+07 -0.16565E-01 -0.32789E+09 0.80839E+08 0.74719E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.14308E+08 0.30653E-03 -0.66530E+08 0.80839E+08 0.74719E+08 3 0.16539E+08 0.36459E-03 -0.78342E+08 0.94881E+08 0.87788E+08 12 0.19719E+09 -0.38882E-02 -0.65708E+07 0.20376E+09 0.20056E+09 10 0.16975E+09 -0.33942E-02 -0.56079E+07 0.17536E+09 0.17262E+09 13 0.39848E+07 0.14734E-01 -0.23890E+09 0.24288E+09 0.24091E+09 15 0.46346E+07 0.17354E-01 -0.27958E+09 0.28421E+09 0.28192E+09 24 0.33830E+09 0.0000 -0.38301E+07 0.34213E+09 0.34023E+09 22 0.29071E+09 0.0000 -0.32745E+07 0.29399E+09 0.29236E+09 25 0.33961E+07 0.0000 -0.28030E+09 0.28370E+09 0.28202E+09 27 0.39517E+07 0.0000 -0.32789E+09 0.33184E+09 0.32988E+09 36 0.28994E+09 -0.16565E-01 -0.44689E+07 0.29441E+09 0.29220E+09 34 0.24926E+09 -0.14345E-01 -0.38191E+07 0.25308E+09 0.25119E+09 37 0.59654E+07 0.41897E-02 -0.15958E+09 0.16554E+09 0.16264E+09 39 0.69282E+07 0.49583E-02 -0.18702E+09 0.19395E+09 0.19058E+09 48 0.87193E+08 0.51698E-03 -0.14860E+08 0.10205E+09 0.95494E+08 46 0.75380E+08 0.43919E-03 -0.12629E+08 0.88008E+08 0.82423E+08 Max= 0.33830E+09 0.17354E-01 -0.32745E+07 0.34213E+09 0.34023E+09 Min= 0.33961E+07 -0.16565E-01 -0.32789E+09 0.80839E+08 0.74719E+08 STRESSES AT BEAM SECTION NODAL POINTS


ANNEXES

144

ELEMENT = 39 SECTION ID = 5 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.27605E+07 0.75994E-02 -0.14325E+09 0.14601E+09 0.14465E+09 3 0.33270E+07 0.76618E-02 -0.15824E+09 0.16157E+09 0.15993E+09 12 0.57277E+07 0.13833E-02 -0.91917E+08 0.97645E+08 0.94911E+08 10 0.46222E+07 0.15053E-02 -0.85551E+08 0.90173E+08 0.87953E+08 13 0.26754E+07 0.83716E-02 -0.14781E+09 0.15048E+09 0.14916E+09 15 0.32202E+07 0.84767E-02 -0.16349E+09 0.16671E+09 0.16512E+09 24 0.25941E+08 0.0000 -0.20295E+08 0.46236E+08 0.40141E+08 22 0.19228E+08 0.0000 -0.20566E+08 0.39794E+08 0.34469E+08 25 0.41087E+07 0.0000 -0.96244E+08 0.10035E+09 0.98362E+08 27 0.50538E+07 0.0000 -0.10417E+09 0.10923E+09 0.10679E+09 36 0.73920E+08 0.91736E-04 -0.71222E+07 0.81042E+08 0.77726E+08 34 0.58427E+08 0.17969E-03 -0.67680E+07 0.65196E+08 0.62089E+08 37 0.14579E+08 0.14674E-03 -0.27123E+08 0.41702E+08 0.36656E+08 39 0.19591E+08 0.19027E-03 -0.26874E+08 0.46464E+08 0.40404E+08 48 0.69065E+08 0.18151E-03 -0.76229E+07 0.76688E+08 0.73174E+08 46 0.54300E+08 0.23353E-03 -0.72824E+07 0.61583E+08 0.58284E+08 Max= 0.73920E+08 0.84767E-02 -0.67680E+07 0.16671E+09 0.16512E+09 Min= 0.26754E+07 0.0000 -0.16349E+09 0.39794E+08 0.34469E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.27605E+07 0.75994E-02 -0.14325E+09 0.14601E+09 0.14465E+09 3 0.33270E+07 0.76618E-02 -0.15824E+09 0.16157E+09 0.15993E+09 12 0.57277E+07 0.13833E-02 -0.91917E+08 0.97645E+08 0.94911E+08 10 0.46222E+07 0.15053E-02 -0.85551E+08 0.90173E+08 0.87953E+08 13 0.26754E+07 0.83716E-02 -0.14781E+09 0.15048E+09 0.14916E+09 15 0.32202E+07 0.84767E-02 -0.16349E+09 0.16671E+09 0.16512E+09 24 0.25941E+08 0.0000 -0.20295E+08 0.46236E+08 0.40141E+08 22 0.19228E+08 0.0000 -0.20566E+08 0.39794E+08 0.34469E+08 25 0.41087E+07 0.0000 -0.96244E+08 0.10035E+09 0.98362E+08 27 0.50538E+07 0.0000 -0.10417E+09 0.10923E+09 0.10679E+09 36 0.73920E+08 0.91736E-04 -0.71222E+07 0.81042E+08 0.77726E+08 34 0.58427E+08 0.17969E-03 -0.67680E+07 0.65196E+08 0.62089E+08 37 0.14579E+08 0.14674E-03 -0.27123E+08 0.41702E+08 0.36656E+08 39 0.19591E+08 0.19027E-03 -0.26874E+08 0.46464E+08 0.40404E+08 48 0.69065E+08 0.18151E-03 -0.76229E+07 0.76688E+08 0.73174E+08 46 0.54300E+08 0.23353E-03 -0.72824E+07 0.61583E+08 0.58284E+08 Max= 0.73920E+08 0.84767E-02 -0.67680E+07 0.16671E+09 0.16512E+09 Min= 0.26754E+07 0.0000 -0.16349E+09 0.39794E+08 0.34469E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 40 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.98350E+08 0.60011E-03 -0.17265E+08 0.11561E+09 0.10802E+09 3 0.12633E+09 0.66419E-03 -0.19354E+08 0.14569E+09 0.13704E+09 12 0.97742E+08 0.76712E-03 -0.25016E+08 0.12276E+09 0.11236E+09 10 0.75138E+08 0.62937E-03 -0.22598E+08 0.97736E+08 0.88625E+08 13 0.61429E+08 0.56774E-03 -0.27641E+08 0.89070E+08 0.78965E+08 15 0.80570E+08 0.71961E-03 -0.30348E+08 0.11092E+09 0.99286E+08 24 0.35808E+08 0.0000 -0.68283E+08 0.10409E+09 0.91597E+08 22 0.27230E+08 0.0000 -0.62357E+08 0.89587E+08 0.79548E+08 25 0.20636E+08 0.0000 -0.82283E+08 0.10292E+09 0.94309E+08 27 0.26831E+08 0.0000 -0.91130E+08 0.11796E+09 0.10710E+09 36 0.15086E+08 0.15743E-02 -0.16208E+09 0.17717E+09 0.17013E+09 34 0.11917E+08 0.15534E-02 -0.14248E+09 0.15440E+09 0.14880E+09 37 0.10617E+08 0.22454E-02 -0.15993E+09 0.17055E+09 0.16549E+09 39 0.13371E+08 0.23094E-02 -0.18287E+09 0.19624E+09 0.18991E+09 48 0.11366E+08 0.38785E-02 -0.21512E+09 0.22649E+09 0.22102E+09 46 0.90830E+07 0.36937E-02 -0.18694E+09 0.19602E+09 0.19164E+09


ANNEXES

145

Max= 0.12633E+09 0.38785E-02 -0.17265E+08 0.22649E+09 0.22102E+09 Min= 0.90830E+07 0.0000 -0.21512E+09 0.89070E+08 0.78965E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.98350E+08 0.60011E-03 -0.17265E+08 0.11561E+09 0.10802E+09 3 0.12633E+09 0.66419E-03 -0.19354E+08 0.14569E+09 0.13704E+09 12 0.97742E+08 0.76712E-03 -0.25016E+08 0.12276E+09 0.11236E+09 10 0.75138E+08 0.62937E-03 -0.22598E+08 0.97736E+08 0.88625E+08 13 0.61429E+08 0.56774E-03 -0.27641E+08 0.89070E+08 0.78965E+08 15 0.80570E+08 0.71961E-03 -0.30348E+08 0.11092E+09 0.99286E+08 24 0.35808E+08 0.0000 -0.68283E+08 0.10409E+09 0.91597E+08 22 0.27230E+08 0.0000 -0.62357E+08 0.89587E+08 0.79548E+08 25 0.20636E+08 0.0000 -0.82283E+08 0.10292E+09 0.94309E+08 27 0.26831E+08 0.0000 -0.91130E+08 0.11796E+09 0.10710E+09 36 0.15086E+08 0.15743E-02 -0.16208E+09 0.17717E+09 0.17013E+09 34 0.11917E+08 0.15534E-02 -0.14248E+09 0.15440E+09 0.14880E+09 37 0.10617E+08 0.22454E-02 -0.15993E+09 0.17055E+09 0.16549E+09 39 0.13371E+08 0.23094E-02 -0.18287E+09 0.19624E+09 0.18991E+09 48 0.11366E+08 0.38785E-02 -0.21512E+09 0.22649E+09 0.22102E+09 46 0.90830E+07 0.36937E-02 -0.18694E+09 0.19602E+09 0.19164E+09 Max= 0.12633E+09 0.38785E-02 -0.17265E+08 0.22649E+09 0.22102E+09 Min= 0.90830E+07 0.0000 -0.21512E+09 0.89070E+08 0.78965E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 41 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.27709E+08 -0.77235E-02 -0.10216E+06 0.27811E+08 0.27760E+08 3 0.42921E+08 -0.20294E-01 -94975. 0.43016E+08 0.42968E+08 12 0.25540E+08 -0.40688E-02 -0.15961E+06 0.25700E+08 0.25621E+08 10 0.13282E+08 -0.72242E-03 -0.21313E+06 0.13496E+08 0.13390E+08 13 0.86017E+06 0.14057E-04 -0.32910E+07 0.41512E+07 0.37949E+07 15 0.73363E+07 -0.12837E-04 -0.55565E+06 0.78919E+07 0.76293E+07 24 0.11499E+06 0.0000 -0.35450E+08 0.35565E+08 0.35508E+08 22 75283. 0.0000 -0.37602E+08 0.37678E+08 0.37640E+08 25 47581. 0.0000 -0.59495E+08 0.59543E+08 0.59519E+08 27 66062. 0.0000 -0.61706E+08 0.61772E+08 0.61739E+08 36 39273. 0.29433 -0.10379E+09 0.10383E+09 0.10381E+09 34 29932. 0.32067 -0.94574E+08 0.94604E+08 0.94589E+08 37 25718. 0.50566 -0.11007E+09 0.11010E+09 0.11008E+09 39 33306. 0.48270 -0.12239E+09 0.12242E+09 0.12241E+09 48 29152. 0.71998 -0.13983E+09 0.13986E+09 0.13984E+09 46 22718. 0.73369 -0.12460E+09 0.12463E+09 0.12462E+09 Max= 0.42921E+08 0.73369 -94975. 0.13986E+09 0.13984E+09 Min= 22718. -0.20294E-01 -0.13983E+09 0.41512E+07 0.37949E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.27709E+08 -0.77235E-02 -0.10216E+06 0.27811E+08 0.27760E+08 3 0.42921E+08 -0.20294E-01 -94975. 0.43016E+08 0.42968E+08 12 0.25540E+08 -0.40688E-02 -0.15961E+06 0.25700E+08 0.25621E+08 10 0.13282E+08 -0.72242E-03 -0.21313E+06 0.13496E+08 0.13390E+08 13 0.86017E+06 0.14057E-04 -0.32910E+07 0.41512E+07 0.37949E+07 15 0.73363E+07 -0.12837E-04 -0.55565E+06 0.78919E+07 0.76293E+07 24 0.11499E+06 0.0000 -0.35450E+08 0.35565E+08 0.35508E+08 22 75283. 0.0000 -0.37602E+08 0.37678E+08 0.37640E+08 25 47581. 0.0000 -0.59495E+08 0.59543E+08 0.59519E+08 27 66062. 0.0000 -0.61706E+08 0.61772E+08 0.61739E+08 36 39273. 0.29433 -0.10379E+09 0.10383E+09 0.10381E+09 34 29932. 0.32067 -0.94574E+08 0.94604E+08 0.94589E+08 37 25718. 0.50566 -0.11007E+09 0.11010E+09 0.11008E+09 39 33306. 0.48270 -0.12239E+09 0.12242E+09 0.12241E+09


ANNEXES

146

48 29152. 0.71998 -0.13983E+09 0.13986E+09 0.13984E+09 46 22718. 0.73369 -0.12460E+09 0.12463E+09 0.12462E+09 Max= 0.42921E+08 0.73369 -94975. 0.13986E+09 0.13984E+09 Min= 22718. -0.20294E-01 -0.13983E+09 0.41512E+07 0.37949E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 42 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.17185E+06 0.16498E-02 -0.16472E+08 0.16644E+08 0.16559E+08 3 0.39731E+06 0.25932E-03 -0.10260E+08 0.10657E+08 0.10464E+08 12 0.29699E+06 0.64483E-03 -0.13726E+08 0.14023E+08 0.13877E+08 10 0.14578E+06 0.27230E-02 -0.19418E+08 0.19563E+08 0.19491E+08 13 87720. 0.12659E-01 -0.32271E+08 0.32359E+08 0.32315E+08 15 0.14026E+06 0.63850E-02 -0.29063E+08 0.29203E+08 0.29133E+08 24 0.10830E+06 0.0000 -0.37640E+08 0.37748E+08 0.37694E+08 22 71795. 0.0000 -0.39429E+08 0.39501E+08 0.39465E+08 25 49090. 0.0000 -0.57666E+08 0.57715E+08 0.57691E+08 27 68498. 0.0000 -0.59511E+08 0.59580E+08 0.59546E+08 36 59848. 0.83060E-01 -0.68112E+08 0.68172E+08 0.68142E+08 34 43662. 0.10322 -0.64835E+08 0.64879E+08 0.64857E+08 37 36414. 0.17803 -0.77739E+08 0.77775E+08 0.77757E+08 39 48764. 0.15368 -0.83594E+08 0.83643E+08 0.83619E+08 48 46770. 0.17420 -0.87158E+08 0.87205E+08 0.87182E+08 46 35074. 0.19924 -0.80709E+08 0.80744E+08 0.80727E+08 Max= 0.39731E+06 0.19924 -0.10260E+08 0.87205E+08 0.87182E+08 Min= 35074. 0.0000 -0.87158E+08 0.10657E+08 0.10464E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.17185E+06 0.16498E-02 -0.16472E+08 0.16644E+08 0.16559E+08 3 0.39731E+06 0.25932E-03 -0.10260E+08 0.10657E+08 0.10464E+08 12 0.29699E+06 0.64483E-03 -0.13726E+08 0.14023E+08 0.13877E+08 10 0.14578E+06 0.27230E-02 -0.19418E+08 0.19563E+08 0.19491E+08 13 87720. 0.12659E-01 -0.32271E+08 0.32359E+08 0.32315E+08 15 0.14026E+06 0.63850E-02 -0.29063E+08 0.29203E+08 0.29133E+08 24 0.10830E+06 0.0000 -0.37640E+08 0.37748E+08 0.37694E+08 22 71795. 0.0000 -0.39429E+08 0.39501E+08 0.39465E+08 25 49090. 0.0000 -0.57666E+08 0.57715E+08 0.57691E+08 27 68498. 0.0000 -0.59511E+08 0.59580E+08 0.59546E+08 36 59848. 0.83060E-01 -0.68112E+08 0.68172E+08 0.68142E+08 34 43662. 0.10322 -0.64835E+08 0.64879E+08 0.64857E+08 37 36414. 0.17803 -0.77739E+08 0.77775E+08 0.77757E+08 39 48764. 0.15368 -0.83594E+08 0.83643E+08 0.83619E+08 48 46770. 0.17420 -0.87158E+08 0.87205E+08 0.87182E+08 46 35074. 0.19924 -0.80709E+08 0.80744E+08 0.80727E+08 Max= 0.39731E+06 0.19924 -0.10260E+08 0.87205E+08 0.87182E+08 Min= 35074. 0.0000 -0.87158E+08 0.10657E+08 0.10464E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 43 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 46981. 0.82826E-01 -0.60254E+08 0.60301E+08 0.60278E+08 3 65101. 0.64506E-01 -0.62616E+08 0.62681E+08 0.62649E+08 12 77918. 0.37577E-01 -0.52316E+08 0.52394E+08 0.52355E+08 10 54789. 0.52185E-01 -0.51668E+08 0.51723E+08 0.51695E+08 13 45672. 0.90168E-01 -0.61981E+08 0.62027E+08 0.62004E+08 15 63016. 0.71137E-01 -0.64689E+08 0.64752E+08 0.64720E+08 24 0.10234E+06 0.0000 -0.39831E+08 0.39933E+08 0.39882E+08 22 68615. 0.0000 -0.41257E+08 0.41325E+08 0.41291E+08


ANNEXES

147

25 50698. 0.0000 -0.55837E+08 0.55888E+08 0.55862E+08 27 71120. 0.0000 -0.57317E+08 0.57389E+08 0.57353E+08 36 0.12553E+06 0.89308E-02 -0.32474E+08 0.32600E+08 0.32537E+08 34 80605. 0.16334E-01 -0.35119E+08 0.35200E+08 0.35160E+08 37 62320. 0.35430E-01 -0.45424E+08 0.45486E+08 0.45455E+08 39 90936. 0.23605E-01 -0.44827E+08 0.44918E+08 0.44873E+08 48 0.11801E+06 0.10760E-01 -0.34541E+08 0.34659E+08 0.34601E+08 46 76832. 0.18871E-01 -0.36844E+08 0.36921E+08 0.36883E+08 Max= 0.12553E+06 0.90168E-01 -0.32474E+08 0.64752E+08 0.64720E+08 Min= 45672. 0.0000 -0.64689E+08 0.32600E+08 0.32537E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 46981. 0.82826E-01 -0.60254E+08 0.60301E+08 0.60278E+08 3 65101. 0.64506E-01 -0.62616E+08 0.62681E+08 0.62649E+08 12 77918. 0.37577E-01 -0.52316E+08 0.52394E+08 0.52355E+08 10 54789. 0.52185E-01 -0.51668E+08 0.51723E+08 0.51695E+08 13 45672. 0.90168E-01 -0.61981E+08 0.62027E+08 0.62004E+08 15 63016. 0.71137E-01 -0.64689E+08 0.64752E+08 0.64720E+08 24 0.10234E+06 0.0000 -0.39831E+08 0.39933E+08 0.39882E+08 22 68615. 0.0000 -0.41257E+08 0.41325E+08 0.41291E+08 25 50698. 0.0000 -0.55837E+08 0.55888E+08 0.55862E+08 27 71120. 0.0000 -0.57317E+08 0.57389E+08 0.57353E+08 36 0.12553E+06 0.89308E-02 -0.32474E+08 0.32600E+08 0.32537E+08 34 80605. 0.16334E-01 -0.35119E+08 0.35200E+08 0.35160E+08 37 62320. 0.35430E-01 -0.45424E+08 0.45486E+08 0.45455E+08 39 90936. 0.23605E-01 -0.44827E+08 0.44918E+08 0.44873E+08 48 0.11801E+06 0.10760E-01 -0.34541E+08 0.34659E+08 0.34601E+08 46 76832. 0.18871E-01 -0.36844E+08 0.36921E+08 0.36883E+08 Max= 0.12553E+06 0.90168E-01 -0.32474E+08 0.64752E+08 0.64720E+08 Min= 45672. 0.0000 -0.64689E+08 0.32600E+08 0.32537E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 44 SECTION ID = 5 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.13502E+09 -0.54713E-01 -0.34710E+06 0.13536E+09 0.13519E+09 3 0.15257E+09 -0.59213E-01 -0.40896E+06 0.15297E+09 0.15277E+09 12 0.77397E+08 -0.70091E-02 -0.80614E+06 0.78203E+08 0.77803E+08 10 0.69851E+08 -0.69338E-02 -0.67091E+06 0.70522E+08 0.70189E+08 13 0.13393E+09 -0.53374E-01 -0.34991E+06 0.13428E+09 0.13411E+09 15 0.15131E+09 -0.57733E-01 -0.41235E+06 0.15172E+09 0.15152E+09 24 0.18680E+07 0.0000 -0.33400E+08 0.35268E+08 0.34373E+08 22 0.17814E+07 0.0000 -0.26308E+08 0.28089E+08 0.27242E+08 25 0.67245E+08 0.0000 -0.69691E+06 0.67942E+08 0.67596E+08 27 0.74393E+08 0.0000 -0.83870E+06 0.75231E+08 0.74816E+08 36 0.57008E+06 0.22257E-01 -0.10945E+09 0.11002E+09 0.10973E+09 34 0.50902E+06 0.17624E-01 -0.92067E+08 0.92576E+08 0.92323E+08 37 0.16280E+07 0.48182E-03 -0.28787E+08 0.30414E+08 0.29634E+08 39 0.17194E+07 0.73693E-03 -0.36289E+08 0.38008E+08 0.37178E+08 48 0.56363E+06 0.23036E-01 -0.11070E+09 0.11126E+09 0.11098E+09 46 0.50310E+06 0.18260E-01 -0.93151E+08 0.93654E+08 0.93404E+08 Max= 0.15257E+09 0.23036E-01 -0.34710E+06 0.15297E+09 0.15277E+09 Min= 0.50310E+06 -0.59213E-01 -0.11070E+09 0.28089E+08 0.27242E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.13502E+09 -0.54713E-01 -0.34710E+06 0.13536E+09 0.13519E+09 3 0.15257E+09 -0.59213E-01 -0.40896E+06 0.15297E+09 0.15277E+09 12 0.77397E+08 -0.70091E-02 -0.80614E+06 0.78203E+08 0.77803E+08 10 0.69851E+08 -0.69338E-02 -0.67091E+06 0.70522E+08 0.70189E+08 13 0.13393E+09 -0.53374E-01 -0.34991E+06 0.13428E+09 0.13411E+09 15 0.15131E+09 -0.57733E-01 -0.41235E+06 0.15172E+09 0.15152E+09


ANNEXES

148

24 0.18680E+07 0.0000 -0.33400E+08 0.35268E+08 0.34373E+08 22 0.17814E+07 0.0000 -0.26308E+08 0.28089E+08 0.27242E+08 25 0.67245E+08 0.0000 -0.69691E+06 0.67942E+08 0.67596E+08 27 0.74393E+08 0.0000 -0.83870E+06 0.75231E+08 0.74816E+08 36 0.57008E+06 0.22257E-01 -0.10945E+09 0.11002E+09 0.10973E+09 34 0.50902E+06 0.17624E-01 -0.92067E+08 0.92576E+08 0.92323E+08 37 0.16280E+07 0.48182E-03 -0.28787E+08 0.30414E+08 0.29634E+08 39 0.17194E+07 0.73693E-03 -0.36289E+08 0.38008E+08 0.37178E+08 48 0.56363E+06 0.23036E-01 -0.11070E+09 0.11126E+09 0.11098E+09 46 0.50310E+06 0.18260E-01 -0.93151E+08 0.93654E+08 0.93404E+08 Max= 0.15257E+09 0.23036E-01 -0.34710E+06 0.15297E+09 0.15277E+09 Min= 0.50310E+06 -0.59213E-01 -0.11070E+09 0.28089E+08 0.27242E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 45 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.51964E+07 0.12609E-02 -0.83577E+08 0.88774E+08 0.86293E+08 3 0.60492E+07 0.16671E-02 -0.10338E+09 0.10943E+09 0.10654E+09 12 0.66539E+07 0.12297E-02 -0.93989E+08 0.10064E+09 0.97487E+08 10 0.57311E+07 0.92224E-03 -0.75779E+08 0.81510E+08 0.78801E+08 13 0.10432E+08 0.17987E-03 -0.41632E+08 0.52064E+08 0.47711E+08 15 0.11888E+08 0.23647E-03 -0.52606E+08 0.64494E+08 0.59448E+08 24 0.18057E+08 0.0000 -0.34634E+08 0.52691E+08 0.46378E+08 22 0.16023E+08 0.0000 -0.27105E+08 0.43128E+08 0.37759E+08 25 0.52181E+08 0.0000 -0.83230E+07 0.60504E+08 0.56802E+08 27 0.59809E+08 0.0000 -0.10457E+08 0.70265E+08 0.65664E+08 36 0.81195E+08 0.86807E-04 -0.77024E+07 0.88898E+08 0.85308E+08 34 0.70165E+08 0.16159E-04 -0.61897E+07 0.76355E+08 0.73456E+08 37 0.10689E+09 -0.16833E-02 -0.40632E+07 0.11095E+09 0.10898E+09 39 0.12511E+09 -0.17990E-02 -0.49988E+07 0.13011E+09 0.12768E+09 48 0.13475E+09 -0.25159E-02 -0.46411E+07 0.13939E+09 0.13713E+09 46 0.11494E+09 -0.23164E-02 -0.37786E+07 0.11871E+09 0.11687E+09 Max= 0.13475E+09 0.16671E-02 -0.37786E+07 0.13939E+09 0.13713E+09 Min= 0.51964E+07 -0.25159E-02 -0.10338E+09 0.43128E+08 0.37759E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.51964E+07 0.12609E-02 -0.83577E+08 0.88774E+08 0.86293E+08 3 0.60492E+07 0.16671E-02 -0.10338E+09 0.10943E+09 0.10654E+09 12 0.66539E+07 0.12297E-02 -0.93989E+08 0.10064E+09 0.97487E+08 10 0.57311E+07 0.92224E-03 -0.75779E+08 0.81510E+08 0.78801E+08 13 0.10432E+08 0.17987E-03 -0.41632E+08 0.52064E+08 0.47711E+08 15 0.11888E+08 0.23647E-03 -0.52606E+08 0.64494E+08 0.59448E+08 24 0.18057E+08 0.0000 -0.34634E+08 0.52691E+08 0.46378E+08 22 0.16023E+08 0.0000 -0.27105E+08 0.43128E+08 0.37759E+08 25 0.52181E+08 0.0000 -0.83230E+07 0.60504E+08 0.56802E+08 27 0.59809E+08 0.0000 -0.10457E+08 0.70265E+08 0.65664E+08 36 0.81195E+08 0.86807E-04 -0.77024E+07 0.88898E+08 0.85308E+08 34 0.70165E+08 0.16159E-04 -0.61897E+07 0.76355E+08 0.73456E+08 37 0.10689E+09 -0.16833E-02 -0.40632E+07 0.11095E+09 0.10898E+09 39 0.12511E+09 -0.17990E-02 -0.49988E+07 0.13011E+09 0.12768E+09 48 0.13475E+09 -0.25159E-02 -0.46411E+07 0.13939E+09 0.13713E+09 46 0.11494E+09 -0.23164E-02 -0.37786E+07 0.11871E+09 0.11687E+09 Max= 0.13475E+09 0.16671E-02 -0.37786E+07 0.13939E+09 0.13713E+09 Min= 0.51964E+07 -0.25159E-02 -0.10338E+09 0.43128E+08 0.37759E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 46 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV


ANNEXES

149

1 0.94793E+07 0.25998E-03 -0.51303E+08 0.60782E+08 0.56641E+08 3 0.10886E+08 0.34852E-03 -0.64332E+08 0.75217E+08 0.70408E+08 12 0.12460E+08 0.25499E-03 -0.56205E+08 0.68665E+08 0.63361E+08 10 0.10895E+08 0.19451E-03 -0.44635E+08 0.55531E+08 0.50964E+08 13 0.15503E+08 0.15939E-03 -0.31369E+08 0.46872E+08 0.41360E+08 15 0.17567E+08 0.18807E-03 -0.39864E+08 0.57431E+08 0.50971E+08 24 0.27029E+08 0.0000 -0.25909E+08 0.52938E+08 0.45849E+08 22 0.23952E+08 0.0000 -0.20304E+08 0.44256E+08 0.38370E+08 25 0.40835E+08 0.0000 -0.11909E+08 0.52744E+08 0.47913E+08 27 0.46510E+08 0.0000 -0.15057E+08 0.61567E+08 0.55590E+08 36 0.65554E+08 0.37079E-03 -0.10683E+08 0.76237E+08 0.71497E+08 34 0.56976E+08 0.29093E-03 -0.85354E+07 0.65511E+08 0.61688E+08 37 0.72978E+08 0.46420E-04 -0.66638E+07 0.79642E+08 0.76528E+08 39 0.84598E+08 0.11915E-03 -0.82779E+07 0.92876E+08 0.89026E+08 48 0.93509E+08 -0.92484E-04 -0.74890E+07 0.10100E+09 0.97470E+08 46 0.80443E+08 -0.14960E-03 -0.60454E+07 0.86489E+08 0.83630E+08 Max= 0.93509E+08 0.37079E-03 -0.60454E+07 0.10100E+09 0.97470E+08 Min= 0.94793E+07 -0.14960E-03 -0.64332E+08 0.44256E+08 0.38370E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.94793E+07 0.25998E-03 -0.51303E+08 0.60782E+08 0.56641E+08 3 0.10886E+08 0.34852E-03 -0.64332E+08 0.75217E+08 0.70408E+08 12 0.12460E+08 0.25499E-03 -0.56205E+08 0.68665E+08 0.63361E+08 10 0.10895E+08 0.19451E-03 -0.44635E+08 0.55531E+08 0.50964E+08 13 0.15503E+08 0.15939E-03 -0.31369E+08 0.46872E+08 0.41360E+08 15 0.17567E+08 0.18807E-03 -0.39864E+08 0.57431E+08 0.50971E+08 24 0.27029E+08 0.0000 -0.25909E+08 0.52938E+08 0.45849E+08 22 0.23952E+08 0.0000 -0.20304E+08 0.44256E+08 0.38370E+08 25 0.40835E+08 0.0000 -0.11909E+08 0.52744E+08 0.47913E+08 27 0.46510E+08 0.0000 -0.15057E+08 0.61567E+08 0.55590E+08 36 0.65554E+08 0.37079E-03 -0.10683E+08 0.76237E+08 0.71497E+08 34 0.56976E+08 0.29093E-03 -0.85354E+07 0.65511E+08 0.61688E+08 37 0.72978E+08 0.46420E-04 -0.66638E+07 0.79642E+08 0.76528E+08 39 0.84598E+08 0.11915E-03 -0.82779E+07 0.92876E+08 0.89026E+08 48 0.93509E+08 -0.92484E-04 -0.74890E+07 0.10100E+09 0.97470E+08 46 0.80443E+08 -0.14960E-03 -0.60454E+07 0.86489E+08 0.83630E+08 Max= 0.93509E+08 0.37079E-03 -0.60454E+07 0.10100E+09 0.97470E+08 Min= 0.94793E+07 -0.14960E-03 -0.64332E+08 0.44256E+08 0.38370E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 47 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.14741E+08 0.15693E-03 -0.32990E+08 0.47731E+08 0.42331E+08 3 0.16722E+08 0.18776E-03 -0.41878E+08 0.58600E+08 0.52285E+08 12 0.22890E+08 0.22209E-03 -0.30594E+08 0.53484E+08 0.46478E+08 10 0.20278E+08 0.19617E-03 -0.23983E+08 0.44260E+08 0.38375E+08 13 0.16649E+08 0.16569E-03 -0.29210E+08 0.45859E+08 0.40208E+08 15 0.18840E+08 0.19231E-03 -0.37171E+08 0.56011E+08 0.49365E+08 24 0.40917E+08 0.0000 -0.17115E+08 0.58032E+08 0.51647E+08 22 0.36042E+08 0.0000 -0.13493E+08 0.49535E+08 0.44356E+08 25 0.27627E+08 0.0000 -0.17603E+08 0.45230E+08 0.39490E+08 27 0.31210E+08 0.0000 -0.22438E+08 0.53648E+08 0.46667E+08 36 0.62170E+08 0.39043E-03 -0.11264E+08 0.73434E+08 0.68500E+08 34 0.54121E+08 0.31237E-03 -0.89856E+07 0.63107E+08 0.59128E+08 37 0.46694E+08 0.34093E-03 -0.10415E+08 0.57109E+08 0.52680E+08 39 0.53394E+08 0.41087E-03 -0.13116E+08 0.66509E+08 0.61018E+08 48 0.68025E+08 0.35205E-03 -0.10295E+08 0.78319E+08 0.73713E+08 46 0.59057E+08 0.27137E-03 -0.82346E+07 0.67292E+08 0.63576E+08 Max= 0.68025E+08 0.41087E-03 -0.82346E+07 0.78319E+08 0.73713E+08 Min= 0.14741E+08 0.0000 -0.41878E+08 0.44260E+08 0.38375E+08 ELEMENT NODE = 2


ANNEXES

150

SEC NODE S1 S2 S3 SINT SEQV 1 0.14741E+08 0.15693E-03 -0.32990E+08 0.47731E+08 0.42331E+08 3 0.16722E+08 0.18776E-03 -0.41878E+08 0.58600E+08 0.52285E+08 12 0.22890E+08 0.22209E-03 -0.30594E+08 0.53484E+08 0.46478E+08 10 0.20278E+08 0.19617E-03 -0.23983E+08 0.44260E+08 0.38375E+08 13 0.16649E+08 0.16569E-03 -0.29210E+08 0.45859E+08 0.40208E+08 15 0.18840E+08 0.19231E-03 -0.37171E+08 0.56011E+08 0.49365E+08 24 0.40917E+08 0.0000 -0.17115E+08 0.58032E+08 0.51647E+08 22 0.36042E+08 0.0000 -0.13493E+08 0.49535E+08 0.44356E+08 25 0.27627E+08 0.0000 -0.17603E+08 0.45230E+08 0.39490E+08 27 0.31210E+08 0.0000 -0.22438E+08 0.53648E+08 0.46667E+08 36 0.62170E+08 0.39043E-03 -0.11264E+08 0.73434E+08 0.68500E+08 34 0.54121E+08 0.31237E-03 -0.89856E+07 0.63107E+08 0.59128E+08 37 0.46694E+08 0.34093E-03 -0.10415E+08 0.57109E+08 0.52680E+08 39 0.53394E+08 0.41087E-03 -0.13116E+08 0.66509E+08 0.61018E+08 48 0.68025E+08 0.35205E-03 -0.10295E+08 0.78319E+08 0.73713E+08 46 0.59057E+08 0.27137E-03 -0.82346E+07 0.67292E+08 0.63576E+08 Max= 0.68025E+08 0.41087E-03 -0.82346E+07 0.78319E+08 0.73713E+08 Min= 0.14741E+08 0.0000 -0.41878E+08 0.44260E+08 0.38375E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 48 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.24876E+08 0.24014E-03 -0.19549E+08 0.44425E+08 0.38566E+08 3 0.28077E+08 0.27140E-03 -0.24942E+08 0.53019E+08 0.45942E+08 12 0.44187E+08 0.39006E-03 -0.15848E+08 0.60036E+08 0.53888E+08 10 0.38848E+08 0.33282E-03 -0.12518E+08 0.51367E+08 0.46392E+08 13 0.17905E+08 0.17503E-03 -0.27161E+08 0.45066E+08 0.39302E+08 15 0.20238E+08 0.20059E-03 -0.34603E+08 0.54841E+08 0.48034E+08 24 0.58462E+08 0.0000 -0.11979E+08 0.70440E+08 0.65281E+08 22 0.50988E+08 0.0000 -0.95377E+07 0.60526E+08 0.56366E+08 25 0.18057E+08 0.0000 -0.26933E+08 0.44989E+08 0.39214E+08 27 0.20407E+08 0.0000 -0.34316E+08 0.54723E+08 0.47899E+08 36 0.58841E+08 0.40320E-03 -0.11902E+08 0.70742E+08 0.65606E+08 34 0.51309E+08 0.32768E-03 -0.94782E+07 0.60787E+08 0.56646E+08 37 0.25394E+08 0.24493E-03 -0.19150E+08 0.44545E+08 0.38703E+08 39 0.28665E+08 0.27703E-03 -0.24430E+08 0.53095E+08 0.46031E+08 48 0.45001E+08 0.39349E-03 -0.15562E+08 0.60563E+08 0.54475E+08 46 0.39545E+08 0.33498E-03 -0.12298E+08 0.51843E+08 0.46919E+08 Max= 0.58841E+08 0.40320E-03 -0.94782E+07 0.70742E+08 0.65606E+08 Min= 0.17905E+08 0.0000 -0.34603E+08 0.44425E+08 0.38566E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.24876E+08 0.24014E-03 -0.19549E+08 0.44425E+08 0.38566E+08 3 0.28077E+08 0.27140E-03 -0.24942E+08 0.53019E+08 0.45942E+08 12 0.44187E+08 0.39006E-03 -0.15848E+08 0.60036E+08 0.53888E+08 10 0.38848E+08 0.33282E-03 -0.12518E+08 0.51367E+08 0.46392E+08 13 0.17905E+08 0.17503E-03 -0.27161E+08 0.45066E+08 0.39302E+08 15 0.20238E+08 0.20059E-03 -0.34603E+08 0.54841E+08 0.48034E+08 24 0.58462E+08 0.0000 -0.11979E+08 0.70440E+08 0.65281E+08 22 0.50988E+08 0.0000 -0.95377E+07 0.60526E+08 0.56366E+08 25 0.18057E+08 0.0000 -0.26933E+08 0.44989E+08 0.39214E+08 27 0.20407E+08 0.0000 -0.34316E+08 0.54723E+08 0.47899E+08 36 0.58841E+08 0.40320E-03 -0.11902E+08 0.70742E+08 0.65606E+08 34 0.51309E+08 0.32768E-03 -0.94782E+07 0.60787E+08 0.56646E+08 37 0.25394E+08 0.24493E-03 -0.19150E+08 0.44545E+08 0.38703E+08 39 0.28665E+08 0.27703E-03 -0.24430E+08 0.53095E+08 0.46031E+08 48 0.45001E+08 0.39349E-03 -0.15562E+08 0.60563E+08 0.54475E+08 46 0.39545E+08 0.33498E-03 -0.12298E+08 0.51843E+08 0.46919E+08 Max= 0.58841E+08 0.40320E-03 -0.94782E+07 0.70742E+08 0.65606E+08 Min= 0.17905E+08 0.0000 -0.34603E+08 0.44425E+08 0.38566E+08


ANNEXES

151

STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 49 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.80292E+06 0.80292E+06 0.80292E+06 3 0.25378E+08 -0.54324E-02 -0.12027E+06 0.25498E+08 0.25438E+08 9 0.58314E+07 0.25367E-05 -0.52339E+06 0.63548E+07 0.61100E+07 11 0.30042E+08 -0.91642E-02 -0.10159E+06 0.30144E+08 0.30093E+08 17 0.16599E+06 0.0000 -0.18387E+08 0.18553E+08 0.18470E+08 19 0.16797E+08 0.0000 -0.18171E+06 0.16978E+08 0.16888E+08 25 96455. 0.11059E-01 -0.31643E+08 0.31740E+08 0.31691E+08 27 0.41637E+06 0.12210E-03 -0.73303E+07 0.77466E+07 0.75471E+07 33 0.11314E+06 0.68311E-02 -0.26976E+08 0.27089E+08 0.27033E+08 35 0.36220E+08 -0.79058E-02 -0.16853E+06 0.36389E+08 0.36305E+08 41 0.85530E+07 -0.39048E-05 -0.71370E+06 0.92667E+07 0.89312E+07 43 0.42818E+08 -0.13274E-01 -0.14256E+06 0.42960E+08 0.42889E+08 49 0.23776E+06 0.0000 -0.25673E+08 0.25911E+08 0.25793E+08 51 0.24083E+08 0.0000 -0.25346E+06 0.24337E+08 0.24211E+08 57 0.13743E+06 0.15293E-01 -0.44418E+08 0.44556E+08 0.44487E+08 59 0.60724E+06 0.15653E-03 -0.10052E+08 0.10660E+08 0.10369E+08 65 0.16141E+06 0.94095E-02 -0.37819E+08 0.37980E+08 0.37900E+08 Max= 0.42818E+08 0.15293E-01 -0.10159E+06 0.44556E+08 0.44487E+08 Min= 0.0000 -0.13274E-01 -0.44418E+08 0.80292E+06 0.80292E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.80292E+06 0.80292E+06 0.80292E+06 3 0.25378E+08 -0.54324E-02 -0.12027E+06 0.25498E+08 0.25438E+08 9 0.58314E+07 0.25367E-05 -0.52339E+06 0.63548E+07 0.61100E+07 11 0.30042E+08 -0.91642E-02 -0.10159E+06 0.30144E+08 0.30093E+08 17 0.16599E+06 0.0000 -0.18387E+08 0.18553E+08 0.18470E+08 19 0.16797E+08 0.0000 -0.18171E+06 0.16978E+08 0.16888E+08 25 96455. 0.11059E-01 -0.31643E+08 0.31740E+08 0.31691E+08 27 0.41637E+06 0.12210E-03 -0.73303E+07 0.77466E+07 0.75471E+07 33 0.11314E+06 0.68311E-02 -0.26976E+08 0.27089E+08 0.27033E+08 35 0.36220E+08 -0.79058E-02 -0.16853E+06 0.36389E+08 0.36305E+08 41 0.85530E+07 -0.39048E-05 -0.71370E+06 0.92667E+07 0.89312E+07 43 0.42818E+08 -0.13274E-01 -0.14256E+06 0.42960E+08 0.42889E+08 49 0.23776E+06 0.0000 -0.25673E+08 0.25911E+08 0.25793E+08 51 0.24083E+08 0.0000 -0.25346E+06 0.24337E+08 0.24211E+08 57 0.13743E+06 0.15293E-01 -0.44418E+08 0.44556E+08 0.44487E+08 59 0.60724E+06 0.15653E-03 -0.10052E+08 0.10660E+08 0.10369E+08 65 0.16141E+06 0.94095E-02 -0.37819E+08 0.37980E+08 0.37900E+08 Max= 0.42818E+08 0.15293E-01 -0.10159E+06 0.44556E+08 0.44487E+08 Min= 0.0000 -0.13274E-01 -0.44418E+08 0.80292E+06 0.80292E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 51 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.11035E+07 0.11035E+07 0.11035E+07 3 0.36184E+06 0.55400E-03 -0.14109E+08 0.14471E+08 0.14293E+08 9 82304. 0.50029E-01 -0.62027E+08 0.62109E+08 0.62068E+08 11 0.41979E+08 -0.15036E-01 -0.12161E+06 0.42100E+08 0.42040E+08 17 68459. 0.0000 -0.74571E+08 0.74639E+08 0.74605E+08 19 0.72366E+08 0.0000 -70545. 0.72436E+08 0.72401E+08 25 0.11555E+06 0.18016E-01 -0.44180E+08 0.44295E+08 0.44238E+08 27 0.59823E+08 -0.44291E-01 -85336. 0.59908E+08 0.59866E+08 33 0.11966E+08 -0.21080E-03 -0.42661E+06 0.12393E+08 0.12185E+08 35 0.52340E+06 0.73019E-03 -0.19507E+08 0.20031E+08 0.19774E+08 41 0.11700E+06 0.69650E-01 -0.87263E+08 0.87380E+08 0.87321E+08 43 0.59823E+08 -0.21769E-01 -0.17067E+06 0.59993E+08 0.59908E+08


ANNEXES

152

49 97237. 0.0000 -0.10500E+09 0.10510E+09 0.10505E+09 51 0.10280E+09 0.0000 -99323. 0.10290E+09 0.10285E+09 57 0.16462E+06 0.24922E-01 -0.62024E+08 0.62188E+08 0.62106E+08 59 0.85059E+08 -0.63669E-01 -0.12004E+06 0.85179E+08 0.85119E+08 65 0.17365E+08 -0.33352E-03 -0.58798E+06 0.17953E+08 0.17666E+08 Max= 0.10280E+09 0.69650E-01 -70545. 0.10510E+09 0.10505E+09 Min= 0.0000 -0.63669E-01 -0.10500E+09 0.11035E+07 0.11035E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.11035E+07 0.11035E+07 0.11035E+07 3 0.36184E+06 0.55400E-03 -0.14109E+08 0.14471E+08 0.14293E+08 9 82304. 0.50029E-01 -0.62027E+08 0.62109E+08 0.62068E+08 11 0.41979E+08 -0.15036E-01 -0.12161E+06 0.42100E+08 0.42040E+08 17 68459. 0.0000 -0.74571E+08 0.74639E+08 0.74605E+08 19 0.72366E+08 0.0000 -70545. 0.72436E+08 0.72401E+08 25 0.11555E+06 0.18016E-01 -0.44180E+08 0.44295E+08 0.44238E+08 27 0.59823E+08 -0.44291E-01 -85336. 0.59908E+08 0.59866E+08 33 0.11966E+08 -0.21080E-03 -0.42661E+06 0.12393E+08 0.12185E+08 35 0.52340E+06 0.73019E-03 -0.19507E+08 0.20031E+08 0.19774E+08 41 0.11700E+06 0.69650E-01 -0.87263E+08 0.87380E+08 0.87321E+08 43 0.59823E+08 -0.21769E-01 -0.17067E+06 0.59993E+08 0.59908E+08 49 97237. 0.0000 -0.10500E+09 0.10510E+09 0.10505E+09 51 0.10280E+09 0.0000 -99323. 0.10290E+09 0.10285E+09 57 0.16462E+06 0.24922E-01 -0.62024E+08 0.62188E+08 0.62106E+08 59 0.85059E+08 -0.63669E-01 -0.12004E+06 0.85179E+08 0.85119E+08 65 0.17365E+08 -0.33352E-03 -0.58798E+06 0.17953E+08 0.17666E+08 Max= 0.10280E+09 0.69650E-01 -70545. 0.10510E+09 0.10505E+09 Min= 0.0000 -0.63669E-01 -0.10500E+09 0.11035E+07 0.11035E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 52 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.55229E+06 0.0000 0.0000 0.55229E+06 0.55229E+06 3 0.21815E+08 -0.19102E-02 -0.23402E+06 0.22049E+08 0.21933E+08 9 0.21621E+06 0.27033E-02 -0.23611E+08 0.23827E+08 0.23720E+08 11 0.54333E+08 -0.33062E-01 -93960. 0.54426E+08 0.54380E+08 17 93780. 0.0000 -0.54437E+08 0.54531E+08 0.54484E+08 19 0.55539E+08 0.0000 -91918. 0.55631E+08 0.55585E+08 25 95906. 0.31579E-01 -0.53230E+08 0.53326E+08 0.53278E+08 27 0.24706E+08 -0.28625E-02 -0.20663E+06 0.24913E+08 0.24810E+08 33 0.24635E+06 0.18148E-02 -0.20723E+08 0.20969E+08 0.20847E+08 35 0.30625E+08 -0.26368E-02 -0.33340E+06 0.30958E+08 0.30793E+08 41 0.30371E+06 0.39025E-02 -0.33618E+08 0.33922E+08 0.33771E+08 43 0.76609E+08 -0.46336E-01 -0.13328E+06 0.76743E+08 0.76676E+08 49 0.13223E+06 0.0000 -0.77214E+08 0.77346E+08 0.77280E+08 51 0.78316E+08 0.0000 -0.13037E+06 0.78447E+08 0.78382E+08 57 0.13522E+06 0.45068E-01 -0.75507E+08 0.75642E+08 0.75574E+08 59 0.34713E+08 -0.39642E-02 -0.29413E+06 0.35007E+08 0.34861E+08 65 0.34573E+06 0.26276E-02 -0.29532E+08 0.29878E+08 0.29707E+08 Max= 0.78316E+08 0.45068E-01 0.0000 0.78447E+08 0.78382E+08 Min= 93780. -0.46336E-01 -0.77214E+08 0.55229E+06 0.55229E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.55229E+06 0.0000 0.0000 0.55229E+06 0.55229E+06 3 0.21815E+08 -0.19102E-02 -0.23402E+06 0.22049E+08 0.21933E+08 9 0.21621E+06 0.27033E-02 -0.23611E+08 0.23827E+08 0.23720E+08 11 0.54333E+08 -0.33062E-01 -93960. 0.54426E+08 0.54380E+08 17 93780. 0.0000 -0.54437E+08 0.54531E+08 0.54484E+08 19 0.55539E+08 0.0000 -91918. 0.55631E+08 0.55585E+08 25 95906. 0.31579E-01 -0.53230E+08 0.53326E+08 0.53278E+08


ANNEXES

153

27 0.24706E+08 -0.28625E-02 -0.20663E+06 0.24913E+08 0.24810E+08 33 0.24635E+06 0.18148E-02 -0.20723E+08 0.20969E+08 0.20847E+08 35 0.30625E+08 -0.26368E-02 -0.33340E+06 0.30958E+08 0.30793E+08 41 0.30371E+06 0.39025E-02 -0.33618E+08 0.33922E+08 0.33771E+08 43 0.76609E+08 -0.46336E-01 -0.13328E+06 0.76743E+08 0.76676E+08 49 0.13223E+06 0.0000 -0.77214E+08 0.77346E+08 0.77280E+08 51 0.78316E+08 0.0000 -0.13037E+06 0.78447E+08 0.78382E+08 57 0.13522E+06 0.45068E-01 -0.75507E+08 0.75642E+08 0.75574E+08 59 0.34713E+08 -0.39642E-02 -0.29413E+06 0.35007E+08 0.34861E+08 65 0.34573E+06 0.26276E-02 -0.29532E+08 0.29878E+08 0.29707E+08 Max= 0.78316E+08 0.45068E-01 0.0000 0.78447E+08 0.78382E+08 Min= 93780. -0.46336E-01 -0.77214E+08 0.55229E+06 0.55229E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 53 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 9 0.0000 0.0000 0.0000 0.0000 0.0000 11 0.0000 0.0000 0.0000 0.0000 0.0000 17 0.0000 0.0000 0.0000 0.0000 0.0000 19 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.0000 0.0000 0.0000 0.0000 0.0000 27 0.0000 0.0000 0.0000 0.0000 0.0000 33 0.0000 0.0000 0.0000 0.0000 0.0000 35 0.0000 0.0000 0.0000 0.0000 0.0000 41 0.0000 0.0000 0.0000 0.0000 0.0000 43 0.0000 0.0000 0.0000 0.0000 0.0000 49 0.0000 0.0000 0.0000 0.0000 0.0000 51 0.0000 0.0000 0.0000 0.0000 0.0000 57 0.0000 0.0000 0.0000 0.0000 0.0000 59 0.0000 0.0000 0.0000 0.0000 0.0000 65 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.0000 0.0000 0.0000 0.0000 0.0000 Min= 0.0000 0.0000 0.0000 0.0000 0.0000 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 9 0.0000 0.0000 0.0000 0.0000 0.0000 11 0.0000 0.0000 0.0000 0.0000 0.0000 17 0.0000 0.0000 0.0000 0.0000 0.0000 19 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.0000 0.0000 0.0000 0.0000 0.0000 27 0.0000 0.0000 0.0000 0.0000 0.0000 33 0.0000 0.0000 0.0000 0.0000 0.0000 35 0.0000 0.0000 0.0000 0.0000 0.0000 41 0.0000 0.0000 0.0000 0.0000 0.0000 43 0.0000 0.0000 0.0000 0.0000 0.0000 49 0.0000 0.0000 0.0000 0.0000 0.0000 51 0.0000 0.0000 0.0000 0.0000 0.0000 57 0.0000 0.0000 0.0000 0.0000 0.0000 59 0.0000 0.0000 0.0000 0.0000 0.0000 65 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.0000 0.0000 0.0000 0.0000 0.0000 Min= 0.0000 0.0000 0.0000 0.0000 0.0000 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 54 SECTION ID = 100 ELEMENT NODE = 1


ANNEXES

154

SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.28944E+07 0.28944E+07 0.28944E+07 3 0.98283E+08 -0.10310 -99440. 0.98382E+08 0.98332E+08 9 0.91704E+07 0.28472E-04 -0.10657E+07 0.10236E+08 0.97470E+07 11 0.12913E+09 -0.23500 -75686. 0.12920E+09 0.12917E+09 17 0.11040E+06 0.0000 -0.88527E+08 0.88638E+08 0.88583E+08 19 0.82746E+08 0.0000 -0.11811E+06 0.82864E+08 0.82805E+08 25 72440. 0.26949 -0.13491E+09 0.13499E+09 0.13495E+09 27 0.67103E+06 0.30492E-03 -0.14565E+08 0.15236E+08 0.14911E+08 33 93913. 0.12356 -0.10407E+09 0.10416E+09 0.10411E+09 35 0.14019E+09 -0.14964 -0.13943E+06 0.14033E+09 0.14026E+09 41 0.14052E+08 0.21551E-04 -0.13910E+07 0.15443E+08 0.14796E+08 43 0.18381E+09 -0.33895 -0.10634E+06 0.18392E+09 0.18387E+09 49 0.15763E+06 0.0000 -0.12400E+09 0.12416E+09 0.12408E+09 51 0.11822E+09 0.0000 -0.16534E+06 0.11838E+09 0.11830E+09 57 0.10309E+06 0.37397 -0.18960E+09 0.18970E+09 0.18965E+09 59 0.10047E+07 0.35960E-03 -0.19454E+08 0.20459E+08 0.19976E+08 65 0.13390E+06 0.17050 -0.14597E+09 0.14611E+09 0.14604E+09 Max= 0.18381E+09 0.37397 -75686. 0.18970E+09 0.18965E+09 Min= 0.0000 -0.33895 -0.18960E+09 0.28944E+07 0.28944E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.28944E+07 0.28944E+07 0.28944E+07 3 0.98283E+08 -0.10310 -99440. 0.98382E+08 0.98332E+08 9 0.91704E+07 0.28472E-04 -0.10657E+07 0.10236E+08 0.97470E+07 11 0.12913E+09 -0.23500 -75686. 0.12920E+09 0.12917E+09 17 0.11040E+06 0.0000 -0.88527E+08 0.88638E+08 0.88583E+08 19 0.82746E+08 0.0000 -0.11811E+06 0.82864E+08 0.82805E+08 25 72440. 0.26949 -0.13491E+09 0.13499E+09 0.13495E+09 27 0.67103E+06 0.30492E-03 -0.14565E+08 0.15236E+08 0.14911E+08 33 93913. 0.12356 -0.10407E+09 0.10416E+09 0.10411E+09 35 0.14019E+09 -0.14964 -0.13943E+06 0.14033E+09 0.14026E+09 41 0.14052E+08 0.21551E-04 -0.13910E+07 0.15443E+08 0.14796E+08 43 0.18381E+09 -0.33895 -0.10634E+06 0.18392E+09 0.18387E+09 49 0.15763E+06 0.0000 -0.12400E+09 0.12416E+09 0.12408E+09 51 0.11822E+09 0.0000 -0.16534E+06 0.11838E+09 0.11830E+09 57 0.10309E+06 0.37397 -0.18960E+09 0.18970E+09 0.18965E+09 59 0.10047E+07 0.35960E-03 -0.19454E+08 0.20459E+08 0.19976E+08 65 0.13390E+06 0.17050 -0.14597E+09 0.14611E+09 0.14604E+09 Max= 0.18381E+09 0.37397 -75686. 0.18970E+09 0.18965E+09 Min= 0.0000 -0.33895 -0.18960E+09 0.28944E+07 0.28944E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 55 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.27897E+07 0.27897E+07 0.27897E+07 3 0.37088E+08 0.0000 0.0000 0.37088E+08 0.37088E+08 9 0.79861E+06 0.0000 0.0000 0.79861E+06 0.79861E+06 11 0.50018E+08 0.0000 0.0000 0.50018E+08 0.50018E+08 17 0.0000 0.0000 -0.37593E+08 0.37593E+08 0.37593E+08 19 0.32013E+08 0.0000 0.0000 0.32013E+08 0.32013E+08 25 0.0000 0.0000 -0.55597E+08 0.55597E+08 0.55597E+08 27 0.0000 0.0000 -0.63781E+07 0.63781E+07 0.63781E+07 33 0.0000 0.0000 -0.42668E+08 0.42668E+08 0.42668E+08 35 0.53606E+08 0.0000 0.0000 0.53606E+08 0.53606E+08 41 0.22850E+07 0.0000 0.0000 0.22850E+07 0.22850E+07 43 0.71891E+08 0.0000 0.0000 0.71891E+08 0.71891E+08 49 0.0000 0.0000 -0.52009E+08 0.52009E+08 0.52009E+08 51 0.46429E+08 0.0000 0.0000 0.46429E+08 0.46429E+08 57 0.0000 0.0000 -0.77471E+08 0.77471E+08 0.77471E+08 59 0.0000 0.0000 -0.78644E+07 0.78644E+07 0.78644E+07 65 0.0000 0.0000 -0.59185E+08 0.59185E+08 0.59185E+08


ANNEXES

155

Max= 0.71891E+08 0.0000 0.0000 0.77471E+08 0.77471E+08 Min= 0.0000 0.0000 -0.77471E+08 0.79861E+06 0.79861E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.27897E+07 0.27897E+07 0.27897E+07 3 0.37088E+08 0.0000 0.0000 0.37088E+08 0.37088E+08 9 0.79861E+06 0.0000 0.0000 0.79861E+06 0.79861E+06 11 0.50018E+08 0.0000 0.0000 0.50018E+08 0.50018E+08 17 0.0000 0.0000 -0.37593E+08 0.37593E+08 0.37593E+08 19 0.32013E+08 0.0000 0.0000 0.32013E+08 0.32013E+08 25 0.0000 0.0000 -0.55597E+08 0.55597E+08 0.55597E+08 27 0.0000 0.0000 -0.63781E+07 0.63781E+07 0.63781E+07 33 0.0000 0.0000 -0.42668E+08 0.42668E+08 0.42668E+08 35 0.53606E+08 0.0000 0.0000 0.53606E+08 0.53606E+08 41 0.22850E+07 0.0000 0.0000 0.22850E+07 0.22850E+07 43 0.71891E+08 0.0000 0.0000 0.71891E+08 0.71891E+08 49 0.0000 0.0000 -0.52009E+08 0.52009E+08 0.52009E+08 51 0.46429E+08 0.0000 0.0000 0.46429E+08 0.46429E+08 57 0.0000 0.0000 -0.77471E+08 0.77471E+08 0.77471E+08 59 0.0000 0.0000 -0.78644E+07 0.78644E+07 0.78644E+07 65 0.0000 0.0000 -0.59185E+08 0.59185E+08 0.59185E+08 Max= 0.71891E+08 0.0000 0.0000 0.77471E+08 0.77471E+08 Min= 0.0000 0.0000 -0.77471E+08 0.79861E+06 0.79861E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 56 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 9 0.86995E-06 0.0000 0.0000 0.86995E-06 0.86995E-06 11 0.0000 0.0000 -0.86995E-06 0.86995E-06 0.86995E-06 17 0.12303E-05 0.0000 0.0000 0.12303E-05 0.12303E-05 19 0.0000 0.0000 -0.12303E-05 0.12303E-05 0.12303E-05 25 0.86995E-06 0.0000 0.0000 0.86995E-06 0.86995E-06 27 0.0000 0.0000 -0.86995E-06 0.86995E-06 0.86995E-06 33 0.0000 0.0000 0.0000 0.0000 0.0000 35 0.0000 0.0000 0.0000 0.0000 0.0000 41 0.12303E-05 0.0000 0.0000 0.12303E-05 0.12303E-05 43 0.0000 0.0000 -0.12303E-05 0.12303E-05 0.12303E-05 49 0.17399E-05 0.0000 0.0000 0.17399E-05 0.17399E-05 51 0.0000 0.0000 -0.17399E-05 0.17399E-05 0.17399E-05 57 0.12303E-05 0.0000 0.0000 0.12303E-05 0.12303E-05 59 0.0000 0.0000 -0.12303E-05 0.12303E-05 0.12303E-05 65 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.17399E-05 0.0000 0.0000 0.17399E-05 0.17399E-05 Min= 0.0000 0.0000 -0.17399E-05 0.0000 0.0000 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 9 0.86995E-06 0.0000 0.0000 0.86995E-06 0.86995E-06 11 0.0000 0.0000 -0.86995E-06 0.86995E-06 0.86995E-06 17 0.12303E-05 0.0000 0.0000 0.12303E-05 0.12303E-05 19 0.0000 0.0000 -0.12303E-05 0.12303E-05 0.12303E-05 25 0.86995E-06 0.0000 0.0000 0.86995E-06 0.86995E-06 27 0.0000 0.0000 -0.86995E-06 0.86995E-06 0.86995E-06 33 0.0000 0.0000 0.0000 0.0000 0.0000 35 0.0000 0.0000 0.0000 0.0000 0.0000 41 0.12303E-05 0.0000 0.0000 0.12303E-05 0.12303E-05 43 0.0000 0.0000 -0.12303E-05 0.12303E-05 0.12303E-05 49 0.17399E-05 0.0000 0.0000 0.17399E-05 0.17399E-05


ANNEXES

156

51 0.0000 0.0000 -0.17399E-05 0.17399E-05 0.17399E-05 57 0.12303E-05 0.0000 0.0000 0.12303E-05 0.12303E-05 59 0.0000 0.0000 -0.12303E-05 0.12303E-05 0.12303E-05 65 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.17399E-05 0.0000 0.0000 0.17399E-05 0.17399E-05 Min= 0.0000 0.0000 -0.17399E-05 0.0000 0.0000 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 57 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.11586E+09 -0.29743E-01 -0.46216E+06 0.11633E+09 0.11610E+09 3 0.12212E+09 -0.28051E-01 -0.54137E+06 0.12266E+09 0.12239E+09 12 0.15186E+09 -0.54993E-01 -0.43532E+06 0.15230E+09 0.15208E+09 10 0.14265E+09 -0.56426E-01 -0.37539E+06 0.14302E+09 0.14283E+09 13 0.56938E+08 -0.29879E-02 -0.94047E+06 0.57878E+08 0.57414E+08 15 0.56734E+08 -0.22553E-02 -0.11653E+07 0.57899E+08 0.57325E+08 24 0.12816E+09 0.0000 -0.51585E+06 0.12867E+09 0.12842E+09 22 0.12130E+09 0.0000 -0.44144E+06 0.12175E+09 0.12153E+09 25 0.67669E+07 0.0000 -0.79133E+07 0.14680E+08 0.12726E+08 27 0.50825E+07 0.0000 -0.13007E+08 0.18090E+08 0.16160E+08 36 0.65163E+08 -0.36776E-02 -0.10145E+07 0.66177E+08 0.65676E+08 34 0.64549E+08 -0.45841E-02 -0.82958E+06 0.65378E+08 0.64967E+08 37 0.21662E+07 0.25626E-03 -0.24720E+08 0.26887E+08 0.25872E+08 39 0.19632E+07 0.54519E-03 -0.33675E+08 0.35638E+08 0.34698E+08 48 0.72547E+07 0.70254E-04 -0.91126E+07 0.16367E+08 0.14205E+08 46 0.97858E+07 0.92874E-04 -0.54720E+07 0.15258E+08 0.13389E+08 Max= 0.15186E+09 0.54519E-03 -0.37539E+06 0.15230E+09 0.15208E+09 Min= 0.19632E+07 -0.56426E-01 -0.33675E+08 0.14680E+08 0.12726E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.11586E+09 -0.29743E-01 -0.46216E+06 0.11633E+09 0.11610E+09 3 0.12212E+09 -0.28051E-01 -0.54137E+06 0.12266E+09 0.12239E+09 12 0.15186E+09 -0.54993E-01 -0.43532E+06 0.15230E+09 0.15208E+09 10 0.14265E+09 -0.56426E-01 -0.37539E+06 0.14302E+09 0.14283E+09 13 0.56938E+08 -0.29879E-02 -0.94047E+06 0.57878E+08 0.57414E+08 15 0.56734E+08 -0.22553E-02 -0.11653E+07 0.57899E+08 0.57325E+08 24 0.12816E+09 0.0000 -0.51585E+06 0.12867E+09 0.12842E+09 22 0.12130E+09 0.0000 -0.44144E+06 0.12175E+09 0.12153E+09 25 0.67669E+07 0.0000 -0.79133E+07 0.14680E+08 0.12726E+08 27 0.50825E+07 0.0000 -0.13007E+08 0.18090E+08 0.16160E+08 36 0.65163E+08 -0.36776E-02 -0.10145E+07 0.66177E+08 0.65676E+08 34 0.64549E+08 -0.45841E-02 -0.82958E+06 0.65378E+08 0.64967E+08 37 0.21662E+07 0.25626E-03 -0.24720E+08 0.26887E+08 0.25872E+08 39 0.19632E+07 0.54519E-03 -0.33675E+08 0.35638E+08 0.34698E+08 48 0.72547E+07 0.70254E-04 -0.91126E+07 0.16367E+08 0.14205E+08 46 0.97858E+07 0.92874E-04 -0.54720E+07 0.15258E+08 0.13389E+08 Max= 0.15186E+09 0.54519E-03 -0.37539E+06 0.15230E+09 0.15208E+09 Min= 0.19632E+07 -0.56426E-01 -0.33675E+08 0.14680E+08 0.12726E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 58 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.13586E+09 -0.83186E-01 -0.23354E+06 0.13610E+09 0.13598E+09 3 0.14294E+09 -0.78275E-01 -0.27406E+06 0.14321E+09 0.14307E+09 12 0.22728E+09 -0.31904 -0.17236E+06 0.22745E+09 0.22736E+09 10 0.21178E+09 -0.31886 -0.14983E+06 0.21193E+09 0.21186E+09 13 0.23892E+08 -0.16370E-03 -0.13280E+07 0.25220E+08 0.24583E+08


ANNEXES

157

15 0.19085E+08 0.45392E-04 -0.20526E+07 0.21137E+08 0.20190E+08 24 0.22107E+09 0.0000 -0.17719E+06 0.22125E+09 0.22116E+09 22 0.20620E+09 0.0000 -0.15388E+06 0.20635E+09 0.20627E+09 25 0.51302E+06 0.0000 -0.61850E+08 0.62363E+08 0.62108E+08 27 0.51072E+06 0.0000 -0.76703E+08 0.77213E+08 0.76959E+08 36 0.12798E+09 -0.55864E-01 -0.30609E+06 0.12829E+09 0.12813E+09 34 0.12240E+09 -0.60536E-01 -0.25923E+06 0.12266E+09 0.12253E+09 37 0.47081E+06 0.10172E-01 -0.67396E+08 0.67867E+08 0.67632E+08 39 0.47269E+06 0.15370E-01 -0.82873E+08 0.83346E+08 0.83111E+08 48 0.73634E+07 0.70933E-04 -0.53200E+07 0.12683E+08 0.11032E+08 46 0.11770E+08 0.87270E-04 -0.26958E+07 0.14466E+08 0.13324E+08 Max= 0.22728E+09 0.15370E-01 -0.14983E+06 0.22745E+09 0.22736E+09 Min= 0.47081E+06 -0.31904 -0.82873E+08 0.12683E+08 0.11032E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.13586E+09 -0.83186E-01 -0.23354E+06 0.13610E+09 0.13598E+09 3 0.14294E+09 -0.78275E-01 -0.27406E+06 0.14321E+09 0.14307E+09 12 0.22728E+09 -0.31904 -0.17236E+06 0.22745E+09 0.22736E+09 10 0.21178E+09 -0.31886 -0.14983E+06 0.21193E+09 0.21186E+09 13 0.23892E+08 -0.16370E-03 -0.13280E+07 0.25220E+08 0.24583E+08 15 0.19085E+08 0.45392E-04 -0.20526E+07 0.21137E+08 0.20190E+08 24 0.22107E+09 0.0000 -0.17719E+06 0.22125E+09 0.22116E+09 22 0.20620E+09 0.0000 -0.15388E+06 0.20635E+09 0.20627E+09 25 0.51302E+06 0.0000 -0.61850E+08 0.62363E+08 0.62108E+08 27 0.51072E+06 0.0000 -0.76703E+08 0.77213E+08 0.76959E+08 36 0.12798E+09 -0.55864E-01 -0.30609E+06 0.12829E+09 0.12813E+09 34 0.12240E+09 -0.60536E-01 -0.25923E+06 0.12266E+09 0.12253E+09 37 0.47081E+06 0.10172E-01 -0.67396E+08 0.67867E+08 0.67632E+08 39 0.47269E+06 0.15370E-01 -0.82873E+08 0.83346E+08 0.83111E+08 48 0.73634E+07 0.70933E-04 -0.53200E+07 0.12683E+08 0.11032E+08 46 0.11770E+08 0.87270E-04 -0.26958E+07 0.14466E+08 0.13324E+08 Max= 0.22728E+09 0.15370E-01 -0.14983E+06 0.22745E+09 0.22736E+09 Min= 0.47081E+06 -0.31904 -0.82873E+08 0.12683E+08 0.11032E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 59 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.33373E+08 0.27823E-03 -0.99049E+07 0.43278E+08 0.39274E+08 3 0.34581E+08 0.30126E-03 -0.11801E+08 0.46382E+08 0.41752E+08 12 0.50919E+07 0.11808E-02 -0.80147E+08 0.85239E+08 0.82810E+08 10 0.47666E+07 0.93718E-03 -0.69349E+08 0.74116E+08 0.71851E+08 13 0.11795E+09 -0.38538E-02 -0.28025E+07 0.12076E+09 0.11938E+09 15 0.12784E+09 -0.38970E-02 -0.31922E+07 0.13103E+09 0.12947E+09 24 0.35459E+07 0.0000 -0.11509E+09 0.11864E+09 0.11690E+09 22 0.32825E+07 0.0000 -0.10070E+09 0.10399E+09 0.10239E+09 25 0.15884E+09 0.0000 -0.20811E+07 0.16092E+09 0.15989E+09 27 0.17324E+09 0.0000 -0.23557E+07 0.17559E+09 0.17443E+09 36 0.57434E+07 0.80417E-03 -0.71056E+08 0.76799E+08 0.74094E+08 34 0.54000E+07 0.62998E-03 -0.61214E+08 0.66614E+08 0.64085E+08 37 0.12653E+09 -0.49957E-02 -0.26125E+07 0.12914E+09 0.12786E+09 39 0.13736E+09 -0.50991E-02 -0.29710E+07 0.14033E+09 0.13887E+09 48 0.45522E+08 0.30591E-03 -0.89648E+07 0.54487E+08 0.50604E+08 46 0.43472E+08 0.26437E-03 -0.76039E+07 0.51076E+08 0.47731E+08 Max= 0.17324E+09 0.11808E-02 -0.20811E+07 0.17559E+09 0.17443E+09 Min= 0.32825E+07 -0.50991E-02 -0.11509E+09 0.43278E+08 0.39274E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.33373E+08 0.27823E-03 -0.99049E+07 0.43278E+08 0.39274E+08 3 0.34581E+08 0.30126E-03 -0.11801E+08 0.46382E+08 0.41752E+08 12 0.50919E+07 0.11808E-02 -0.80147E+08 0.85239E+08 0.82810E+08


ANNEXES

158

10 0.47666E+07 0.93718E-03 -0.69349E+08 0.74116E+08 0.71851E+08 13 0.11795E+09 -0.38538E-02 -0.28025E+07 0.12076E+09 0.11938E+09 15 0.12784E+09 -0.38970E-02 -0.31922E+07 0.13103E+09 0.12947E+09 24 0.35459E+07 0.0000 -0.11509E+09 0.11864E+09 0.11690E+09 22 0.32825E+07 0.0000 -0.10070E+09 0.10399E+09 0.10239E+09 25 0.15884E+09 0.0000 -0.20811E+07 0.16092E+09 0.15989E+09 27 0.17324E+09 0.0000 -0.23557E+07 0.17559E+09 0.17443E+09 36 0.57434E+07 0.80417E-03 -0.71056E+08 0.76799E+08 0.74094E+08 34 0.54000E+07 0.62998E-03 -0.61214E+08 0.66614E+08 0.64085E+08 37 0.12653E+09 -0.49957E-02 -0.26125E+07 0.12914E+09 0.12786E+09 39 0.13736E+09 -0.50991E-02 -0.29710E+07 0.14033E+09 0.13887E+09 48 0.45522E+08 0.30591E-03 -0.89648E+07 0.54487E+08 0.50604E+08 46 0.43472E+08 0.26437E-03 -0.76039E+07 0.51076E+08 0.47731E+08 Max= 0.17324E+09 0.11808E-02 -0.20811E+07 0.17559E+09 0.17443E+09 Min= 0.32825E+07 -0.50991E-02 -0.11509E+09 0.43278E+08 0.39274E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 60 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.14907E+08 0.14513E-03 -0.21400E+08 0.36307E+08 0.31610E+08 3 0.16481E+08 0.16055E-03 -0.23896E+08 0.40377E+08 0.35164E+08 12 0.22352E+07 0.14431E-01 -0.17620E+09 0.17843E+09 0.17733E+09 10 0.20139E+07 0.12943E-01 -0.15840E+09 0.16041E+09 0.15942E+09 13 0.15038E+09 -0.95621E-02 -0.21214E+07 0.15250E+09 0.15145E+09 15 0.16689E+09 -0.10582E-01 -0.23599E+07 0.16925E+09 0.16808E+09 24 0.16465E+07 0.0000 -0.23920E+09 0.24084E+09 0.24002E+09 22 0.14831E+07 0.0000 -0.21510E+09 0.21658E+09 0.21584E+09 25 0.21868E+09 0.0000 -0.14588E+07 0.22013E+09 0.21941E+09 27 0.24277E+09 0.0000 -0.16222E+07 0.24440E+09 0.24359E+09 36 0.24112E+07 0.11437E-01 -0.16334E+09 0.16575E+09 0.16456E+09 34 0.21727E+07 0.10255E-01 -0.14683E+09 0.14900E+09 0.14793E+09 37 0.16196E+09 -0.12270E-01 -0.19697E+07 0.16393E+09 0.16295E+09 39 0.17976E+09 -0.13583E-01 -0.21910E+07 0.18195E+09 0.18086E+09 48 0.26105E+08 0.24844E-03 -0.15087E+08 0.41192E+08 0.36096E+08 46 0.23608E+08 0.22451E-03 -0.13512E+08 0.37121E+08 0.32542E+08 Max= 0.24277E+09 0.14431E-01 -0.14588E+07 0.24440E+09 0.24359E+09 Min= 0.14831E+07 -0.13583E-01 -0.23920E+09 0.36307E+08 0.31610E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.14907E+08 0.14513E-03 -0.21400E+08 0.36307E+08 0.31610E+08 3 0.16481E+08 0.16055E-03 -0.23896E+08 0.40377E+08 0.35164E+08 12 0.22352E+07 0.14431E-01 -0.17620E+09 0.17843E+09 0.17733E+09 10 0.20139E+07 0.12943E-01 -0.15840E+09 0.16041E+09 0.15942E+09 13 0.15038E+09 -0.95621E-02 -0.21214E+07 0.15250E+09 0.15145E+09 15 0.16689E+09 -0.10582E-01 -0.23599E+07 0.16925E+09 0.16808E+09 24 0.16465E+07 0.0000 -0.23920E+09 0.24084E+09 0.24002E+09 22 0.14831E+07 0.0000 -0.21510E+09 0.21658E+09 0.21584E+09 25 0.21868E+09 0.0000 -0.14588E+07 0.22013E+09 0.21941E+09 27 0.24277E+09 0.0000 -0.16222E+07 0.24440E+09 0.24359E+09 36 0.24112E+07 0.11437E-01 -0.16334E+09 0.16575E+09 0.16456E+09 34 0.21727E+07 0.10255E-01 -0.14683E+09 0.14900E+09 0.14793E+09 37 0.16196E+09 -0.12270E-01 -0.19697E+07 0.16393E+09 0.16295E+09 39 0.17976E+09 -0.13583E-01 -0.21910E+07 0.18195E+09 0.18086E+09 48 0.26105E+08 0.24844E-03 -0.15087E+08 0.41192E+08 0.36096E+08 46 0.23608E+08 0.22451E-03 -0.13512E+08 0.37121E+08 0.32542E+08 Max= 0.24277E+09 0.14431E-01 -0.14588E+07 0.24440E+09 0.24359E+09 Min= 0.14831E+07 -0.13583E-01 -0.23920E+09 0.36307E+08 0.31610E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 61 SECTION ID = 49


ANNEXES

159



ANNEXES

160

Min= 0.22625E+07 0.0000 -0.18174E+08 0.11746E+08 0.10186E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.22625E+07 0.91016E-04 -0.15124E+08 0.17386E+08 0.16373E+08 3 0.26296E+07 0.11275E-03 -0.18174E+08 0.20804E+08 0.19622E+08 12 0.33076E+07 0.64578E-04 -0.14449E+08 0.17756E+08 0.16355E+08 10 0.28540E+07 0.52725E-04 -0.11989E+08 0.14843E+08 0.13642E+08 13 0.30991E+07 0.46571E-04 -0.11041E+08 0.14140E+08 0.12873E+08 15 0.35882E+07 0.56527E-04 -0.13319E+08 0.16907E+08 0.15429E+08 24 0.73776E+07 0.0000 -0.64778E+07 0.13855E+08 0.12008E+08 22 0.63998E+07 0.0000 -0.53465E+07 0.11746E+08 0.10186E+08 25 0.73785E+07 0.0000 -0.46374E+07 0.12016E+08 0.10496E+08 27 0.85102E+07 0.0000 -0.56157E+07 0.14126E+08 0.12319E+08 36 0.16433E+08 0.10103E-03 -0.29082E+07 0.19342E+08 0.18064E+08 34 0.14154E+08 0.84107E-04 -0.24175E+07 0.16571E+08 0.15505E+08 37 0.15183E+08 0.76556E-04 -0.22536E+07 0.17437E+08 0.16426E+08 39 0.17644E+08 0.93008E-04 -0.27086E+07 0.20353E+08 0.19143E+08 48 0.21556E+08 0.41650E-04 -0.22170E+07 0.23773E+08 0.22746E+08 46 0.18505E+08 0.30210E-04 -0.18491E+07 0.20354E+08 0.19495E+08 Max= 0.21556E+08 0.11275E-03 -0.18491E+07 0.23773E+08 0.22746E+08 Min= 0.22625E+07 0.0000 -0.18174E+08 0.11746E+08 0.10186E+08


ANNEXES

161

F.3.4.- Resultats del cas 4 LOAD STEP= 1 SUBSTEP= 1 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 1 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.27990E+08 0.27990E+08 0.27990E+08 3 0.0000 0.0000 -0.29471E+08 0.29471E+08 0.29471E+08 12 0.0000 0.0000 -0.15979E+08 0.15979E+08 0.15979E+08 10 0.0000 0.0000 -0.15176E+08 0.15176E+08 0.15176E+08 13 0.0000 0.0000 -0.24408E+08 0.24408E+08 0.24408E+08 15 0.0000 0.0000 -0.25699E+08 0.25699E+08 0.25699E+08 24 0.68735E+07 0.0000 0.0000 0.68735E+07 0.68735E+07 22 0.65281E+07 0.0000 0.0000 0.65281E+07 0.65281E+07 25 0.0000 0.0000 -0.65281E+07 0.65281E+07 0.65281E+07 27 0.0000 0.0000 -0.68735E+07 0.68735E+07 0.68735E+07 36 0.25699E+08 0.0000 0.0000 0.25699E+08 0.25699E+08 34 0.24408E+08 0.0000 0.0000 0.24408E+08 0.24408E+08 37 0.15176E+08 0.0000 0.0000 0.15176E+08 0.15176E+08 39 0.15979E+08 0.0000 0.0000 0.15979E+08 0.15979E+08 48 0.29471E+08 0.0000 0.0000 0.29471E+08 0.29471E+08 46 0.27990E+08 0.0000 0.0000 0.27990E+08 0.27990E+08 Max= 0.29471E+08 0.0000 0.0000 0.29471E+08 0.29471E+08 Min= 0.0000 0.0000 -0.29471E+08 0.65281E+07 0.65281E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.27990E+08 0.27990E+08 0.27990E+08 3 0.0000 0.0000 -0.29471E+08 0.29471E+08 0.29471E+08 12 0.0000 0.0000 -0.15979E+08 0.15979E+08 0.15979E+08 10 0.0000 0.0000 -0.15176E+08 0.15176E+08 0.15176E+08 13 0.0000 0.0000 -0.24408E+08 0.24408E+08 0.24408E+08 15 0.0000 0.0000 -0.25699E+08 0.25699E+08 0.25699E+08 24 0.68735E+07 0.0000 0.0000 0.68735E+07 0.68735E+07 22 0.65281E+07 0.0000 0.0000 0.65281E+07 0.65281E+07 25 0.0000 0.0000 -0.65281E+07 0.65281E+07 0.65281E+07 27 0.0000 0.0000 -0.68735E+07 0.68735E+07 0.68735E+07 36 0.25699E+08 0.0000 0.0000 0.25699E+08 0.25699E+08 34 0.24408E+08 0.0000 0.0000 0.24408E+08 0.24408E+08 37 0.15176E+08 0.0000 0.0000 0.15176E+08 0.15176E+08 39 0.15979E+08 0.0000 0.0000 0.15979E+08 0.15979E+08 48 0.29471E+08 0.0000 0.0000 0.29471E+08 0.29471E+08 46 0.27990E+08 0.0000 0.0000 0.27990E+08 0.27990E+08 Max= 0.29471E+08 0.0000 0.0000 0.29471E+08 0.29471E+08 Min= 0.0000 0.0000 -0.29471E+08 0.65281E+07 0.65281E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 2 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.32142E+08 0.32142E+08 0.32142E+08 3 0.0000 0.0000 -0.33843E+08 0.33843E+08 0.33843E+08 12 0.0000 0.0000 -0.18353E+08 0.18353E+08 0.18353E+08 10 0.0000 0.0000 -0.17431E+08 0.17431E+08 0.17431E+08 13 0.0000 0.0000 -0.28025E+08 0.28025E+08 0.28025E+08 15 0.0000 0.0000 -0.29508E+08 0.29508E+08 0.29508E+08 24 0.78878E+07 0.0000 0.0000 0.78878E+07 0.78878E+07 22 0.74914E+07 0.0000 0.0000 0.74914E+07 0.74914E+07 25 0.0000 0.0000 -0.74914E+07 0.74914E+07 0.74914E+07


ANNEXES

162

27 0.0000 0.0000 -0.78878E+07 0.78878E+07 0.78878E+07 36 0.29508E+08 0.0000 0.0000 0.29508E+08 0.29508E+08 34 0.28025E+08 0.0000 0.0000 0.28025E+08 0.28025E+08 37 0.17431E+08 0.0000 0.0000 0.17431E+08 0.17431E+08 39 0.18353E+08 0.0000 0.0000 0.18353E+08 0.18353E+08 48 0.33843E+08 0.0000 0.0000 0.33843E+08 0.33843E+08 46 0.32142E+08 0.0000 0.0000 0.32142E+08 0.32142E+08 Max= 0.33843E+08 0.0000 0.0000 0.33843E+08 0.33843E+08 Min= 0.0000 0.0000 -0.33843E+08 0.74914E+07 0.74914E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.32142E+08 0.32142E+08 0.32142E+08 3 0.0000 0.0000 -0.33843E+08 0.33843E+08 0.33843E+08 12 0.0000 0.0000 -0.18353E+08 0.18353E+08 0.18353E+08 10 0.0000 0.0000 -0.17431E+08 0.17431E+08 0.17431E+08 13 0.0000 0.0000 -0.28025E+08 0.28025E+08 0.28025E+08 15 0.0000 0.0000 -0.29508E+08 0.29508E+08 0.29508E+08 24 0.78878E+07 0.0000 0.0000 0.78878E+07 0.78878E+07 22 0.74914E+07 0.0000 0.0000 0.74914E+07 0.74914E+07 25 0.0000 0.0000 -0.74914E+07 0.74914E+07 0.74914E+07 27 0.0000 0.0000 -0.78878E+07 0.78878E+07 0.78878E+07 36 0.29508E+08 0.0000 0.0000 0.29508E+08 0.29508E+08 34 0.28025E+08 0.0000 0.0000 0.28025E+08 0.28025E+08 37 0.17431E+08 0.0000 0.0000 0.17431E+08 0.17431E+08 39 0.18353E+08 0.0000 0.0000 0.18353E+08 0.18353E+08 48 0.33843E+08 0.0000 0.0000 0.33843E+08 0.33843E+08 46 0.32142E+08 0.0000 0.0000 0.32142E+08 0.32142E+08 Max= 0.33843E+08 0.0000 0.0000 0.33843E+08 0.33843E+08 Min= 0.0000 0.0000 -0.33843E+08 0.74914E+07 0.74914E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 3 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.32142E+08 0.32142E+08 0.32142E+08 3 0.0000 0.0000 -0.33843E+08 0.33843E+08 0.33843E+08 12 0.0000 0.0000 -0.18353E+08 0.18353E+08 0.18353E+08 10 0.0000 0.0000 -0.17431E+08 0.17431E+08 0.17431E+08 13 0.0000 0.0000 -0.28025E+08 0.28025E+08 0.28025E+08 15 0.0000 0.0000 -0.29508E+08 0.29508E+08 0.29508E+08 24 0.78878E+07 0.0000 0.0000 0.78878E+07 0.78878E+07 22 0.74914E+07 0.0000 0.0000 0.74914E+07 0.74914E+07 25 0.0000 0.0000 -0.74914E+07 0.74914E+07 0.74914E+07 27 0.0000 0.0000 -0.78878E+07 0.78878E+07 0.78878E+07 36 0.29508E+08 0.0000 0.0000 0.29508E+08 0.29508E+08 34 0.28025E+08 0.0000 0.0000 0.28025E+08 0.28025E+08 37 0.17431E+08 0.0000 0.0000 0.17431E+08 0.17431E+08 39 0.18353E+08 0.0000 0.0000 0.18353E+08 0.18353E+08 48 0.33843E+08 0.0000 0.0000 0.33843E+08 0.33843E+08 46 0.32142E+08 0.0000 0.0000 0.32142E+08 0.32142E+08 Max= 0.33843E+08 0.0000 0.0000 0.33843E+08 0.33843E+08 Min= 0.0000 0.0000 -0.33843E+08 0.74914E+07 0.74914E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.32142E+08 0.32142E+08 0.32142E+08 3 0.0000 0.0000 -0.33843E+08 0.33843E+08 0.33843E+08 12 0.0000 0.0000 -0.18353E+08 0.18353E+08 0.18353E+08 10 0.0000 0.0000 -0.17431E+08 0.17431E+08 0.17431E+08 13 0.0000 0.0000 -0.28025E+08 0.28025E+08 0.28025E+08 15 0.0000 0.0000 -0.29508E+08 0.29508E+08 0.29508E+08 24 0.78878E+07 0.0000 0.0000 0.78878E+07 0.78878E+07


ANNEXES

163

22 0.74914E+07 0.0000 0.0000 0.74914E+07 0.74914E+07 25 0.0000 0.0000 -0.74914E+07 0.74914E+07 0.74914E+07 27 0.0000 0.0000 -0.78878E+07 0.78878E+07 0.78878E+07 36 0.29508E+08 0.0000 0.0000 0.29508E+08 0.29508E+08 34 0.28025E+08 0.0000 0.0000 0.28025E+08 0.28025E+08 37 0.17431E+08 0.0000 0.0000 0.17431E+08 0.17431E+08 39 0.18353E+08 0.0000 0.0000 0.18353E+08 0.18353E+08 48 0.33843E+08 0.0000 0.0000 0.33843E+08 0.33843E+08 46 0.32142E+08 0.0000 0.0000 0.32142E+08 0.32142E+08 Max= 0.33843E+08 0.0000 0.0000 0.33843E+08 0.33843E+08 Min= 0.0000 0.0000 -0.33843E+08 0.74914E+07 0.74914E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 4 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.27990E+08 0.27990E+08 0.27990E+08 3 0.0000 0.0000 -0.29471E+08 0.29471E+08 0.29471E+08 12 0.0000 0.0000 -0.15979E+08 0.15979E+08 0.15979E+08 10 0.0000 0.0000 -0.15176E+08 0.15176E+08 0.15176E+08 13 0.0000 0.0000 -0.24408E+08 0.24408E+08 0.24408E+08 15 0.0000 0.0000 -0.25699E+08 0.25699E+08 0.25699E+08 24 0.68735E+07 0.0000 0.0000 0.68735E+07 0.68735E+07 22 0.65281E+07 0.0000 0.0000 0.65281E+07 0.65281E+07 25 0.0000 0.0000 -0.65281E+07 0.65281E+07 0.65281E+07 27 0.0000 0.0000 -0.68735E+07 0.68735E+07 0.68735E+07 36 0.25699E+08 0.0000 0.0000 0.25699E+08 0.25699E+08 34 0.24408E+08 0.0000 0.0000 0.24408E+08 0.24408E+08 37 0.15176E+08 0.0000 0.0000 0.15176E+08 0.15176E+08 39 0.15979E+08 0.0000 0.0000 0.15979E+08 0.15979E+08 48 0.29471E+08 0.0000 0.0000 0.29471E+08 0.29471E+08 46 0.27990E+08 0.0000 0.0000 0.27990E+08 0.27990E+08 Max= 0.29471E+08 0.0000 0.0000 0.29471E+08 0.29471E+08 Min= 0.0000 0.0000 -0.29471E+08 0.65281E+07 0.65281E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.27990E+08 0.27990E+08 0.27990E+08 3 0.0000 0.0000 -0.29471E+08 0.29471E+08 0.29471E+08 12 0.0000 0.0000 -0.15979E+08 0.15979E+08 0.15979E+08 10 0.0000 0.0000 -0.15176E+08 0.15176E+08 0.15176E+08 13 0.0000 0.0000 -0.24408E+08 0.24408E+08 0.24408E+08 15 0.0000 0.0000 -0.25699E+08 0.25699E+08 0.25699E+08 24 0.68735E+07 0.0000 0.0000 0.68735E+07 0.68735E+07 22 0.65281E+07 0.0000 0.0000 0.65281E+07 0.65281E+07 25 0.0000 0.0000 -0.65281E+07 0.65281E+07 0.65281E+07 27 0.0000 0.0000 -0.68735E+07 0.68735E+07 0.68735E+07 36 0.25699E+08 0.0000 0.0000 0.25699E+08 0.25699E+08 34 0.24408E+08 0.0000 0.0000 0.24408E+08 0.24408E+08 37 0.15176E+08 0.0000 0.0000 0.15176E+08 0.15176E+08 39 0.15979E+08 0.0000 0.0000 0.15979E+08 0.15979E+08 48 0.29471E+08 0.0000 0.0000 0.29471E+08 0.29471E+08 46 0.27990E+08 0.0000 0.0000 0.27990E+08 0.27990E+08 Max= 0.29471E+08 0.0000 0.0000 0.29471E+08 0.29471E+08 Min= 0.0000 0.0000 -0.29471E+08 0.65281E+07 0.65281E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 5 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07


ANNEXES

164

3 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 12 0.13093E+08 0.0000 0.0000 0.13093E+08 0.13093E+08 10 0.12634E+08 0.0000 0.0000 0.12634E+08 0.12634E+08 13 0.46958E+06 0.0000 0.0000 0.46958E+06 0.46958E+06 15 10548. 0.0000 0.0000 10548. 10548. 24 0.15802E+08 0.0000 0.0000 0.15802E+08 0.15802E+08 22 0.15153E+08 0.0000 0.0000 0.15153E+08 0.15153E+08 25 0.0000 0.0000 -0.20497E+07 0.20497E+07 0.20497E+07 27 0.0000 0.0000 -0.26989E+07 0.26989E+07 0.26989E+07 36 0.13093E+08 0.0000 0.0000 0.13093E+08 0.13093E+08 34 0.12634E+08 0.0000 0.0000 0.12634E+08 0.12634E+08 37 0.46958E+06 0.0000 0.0000 0.46958E+06 0.46958E+06 39 10548. 0.0000 0.0000 10548. 10548. 48 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 46 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 Max= 0.15802E+08 0.0000 0.0000 0.15802E+08 0.15802E+08 Min= 0.0000 0.0000 -0.26989E+07 10548. 10548. ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 3 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 12 0.13093E+08 0.0000 0.0000 0.13093E+08 0.13093E+08 10 0.12634E+08 0.0000 0.0000 0.12634E+08 0.12634E+08 13 0.46958E+06 0.0000 0.0000 0.46958E+06 0.46958E+06 15 10548. 0.0000 0.0000 10548. 10548. 24 0.15802E+08 0.0000 0.0000 0.15802E+08 0.15802E+08 22 0.15153E+08 0.0000 0.0000 0.15153E+08 0.15153E+08 25 0.0000 0.0000 -0.20497E+07 0.20497E+07 0.20497E+07 27 0.0000 0.0000 -0.26989E+07 0.26989E+07 0.26989E+07 36 0.13093E+08 0.0000 0.0000 0.13093E+08 0.13093E+08 34 0.12634E+08 0.0000 0.0000 0.12634E+08 0.12634E+08 37 0.46958E+06 0.0000 0.0000 0.46958E+06 0.46958E+06 39 10548. 0.0000 0.0000 10548. 10548. 48 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 46 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 Max= 0.15802E+08 0.0000 0.0000 0.15802E+08 0.15802E+08 Min= 0.0000 0.0000 -0.26989E+07 10548. 10548. STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 6 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 3 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 12 0.26175E+08 0.0000 0.0000 0.26175E+08 0.26175E+08 10 0.24798E+08 0.0000 0.0000 0.24798E+08 0.24798E+08 13 0.0000 0.0000 -0.11695E+08 0.11695E+08 0.11695E+08 15 0.0000 0.0000 -0.13072E+08 0.13072E+08 0.13072E+08 24 0.34303E+08 0.0000 0.0000 0.34303E+08 0.34303E+08 22 0.32356E+08 0.0000 0.0000 0.32356E+08 0.32356E+08 25 0.0000 0.0000 -0.19252E+08 0.19252E+08 0.19252E+08 27 0.0000 0.0000 -0.21200E+08 0.21200E+08 0.21200E+08 36 0.26175E+08 0.0000 0.0000 0.26175E+08 0.26175E+08 34 0.24798E+08 0.0000 0.0000 0.24798E+08 0.24798E+08 37 0.0000 0.0000 -0.11695E+08 0.11695E+08 0.11695E+08 39 0.0000 0.0000 -0.13072E+08 0.13072E+08 0.13072E+08 48 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 46 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 Max= 0.34303E+08 0.0000 0.0000 0.34303E+08 0.34303E+08 Min= 0.0000 0.0000 -0.21200E+08 0.65517E+07 0.65517E+07 ELEMENT NODE = 2


ANNEXES

165

SEC NODE S1 S2 S3 SINT SEQV 1 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 3 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 12 0.26175E+08 0.0000 0.0000 0.26175E+08 0.26175E+08 10 0.24798E+08 0.0000 0.0000 0.24798E+08 0.24798E+08 13 0.0000 0.0000 -0.11695E+08 0.11695E+08 0.11695E+08 15 0.0000 0.0000 -0.13072E+08 0.13072E+08 0.13072E+08 24 0.34303E+08 0.0000 0.0000 0.34303E+08 0.34303E+08 22 0.32356E+08 0.0000 0.0000 0.32356E+08 0.32356E+08 25 0.0000 0.0000 -0.19252E+08 0.19252E+08 0.19252E+08 27 0.0000 0.0000 -0.21200E+08 0.21200E+08 0.21200E+08 36 0.26175E+08 0.0000 0.0000 0.26175E+08 0.26175E+08 34 0.24798E+08 0.0000 0.0000 0.24798E+08 0.24798E+08 37 0.0000 0.0000 -0.11695E+08 0.11695E+08 0.11695E+08 39 0.0000 0.0000 -0.13072E+08 0.13072E+08 0.13072E+08 48 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 46 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 Max= 0.34303E+08 0.0000 0.0000 0.34303E+08 0.34303E+08 Min= 0.0000 0.0000 -0.21200E+08 0.65517E+07 0.65517E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 7 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 3 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 12 0.39257E+08 0.0000 0.0000 0.39257E+08 0.39257E+08 10 0.36962E+08 0.0000 0.0000 0.36962E+08 0.36962E+08 13 0.0000 0.0000 -0.23859E+08 0.23859E+08 0.23859E+08 15 0.0000 0.0000 -0.26154E+08 0.26154E+08 0.26154E+08 24 0.52804E+08 0.0000 0.0000 0.52804E+08 0.52804E+08 22 0.49559E+08 0.0000 0.0000 0.49559E+08 0.49559E+08 25 0.0000 0.0000 -0.36455E+08 0.36455E+08 0.36455E+08 27 0.0000 0.0000 -0.39701E+08 0.39701E+08 0.39701E+08 36 0.39257E+08 0.0000 0.0000 0.39257E+08 0.39257E+08 34 0.36962E+08 0.0000 0.0000 0.36962E+08 0.36962E+08 37 0.0000 0.0000 -0.23859E+08 0.23859E+08 0.23859E+08 39 0.0000 0.0000 -0.26154E+08 0.26154E+08 0.26154E+08 48 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 46 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 Max= 0.52804E+08 0.0000 0.0000 0.52804E+08 0.52804E+08 Min= 0.0000 0.0000 -0.39701E+08 0.65517E+07 0.65517E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 3 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 12 0.39257E+08 0.0000 0.0000 0.39257E+08 0.39257E+08 10 0.36962E+08 0.0000 0.0000 0.36962E+08 0.36962E+08 13 0.0000 0.0000 -0.23859E+08 0.23859E+08 0.23859E+08 15 0.0000 0.0000 -0.26154E+08 0.26154E+08 0.26154E+08 24 0.52804E+08 0.0000 0.0000 0.52804E+08 0.52804E+08 22 0.49559E+08 0.0000 0.0000 0.49559E+08 0.49559E+08 25 0.0000 0.0000 -0.36455E+08 0.36455E+08 0.36455E+08 27 0.0000 0.0000 -0.39701E+08 0.39701E+08 0.39701E+08 36 0.39257E+08 0.0000 0.0000 0.39257E+08 0.39257E+08 34 0.36962E+08 0.0000 0.0000 0.36962E+08 0.36962E+08 37 0.0000 0.0000 -0.23859E+08 0.23859E+08 0.23859E+08 39 0.0000 0.0000 -0.26154E+08 0.26154E+08 0.26154E+08 48 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 46 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 Max= 0.52804E+08 0.0000 0.0000 0.52804E+08 0.52804E+08 Min= 0.0000 0.0000 -0.39701E+08 0.65517E+07 0.65517E+07


ANNEXES

166

STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 8 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 3 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 12 0.52340E+08 0.0000 0.0000 0.52340E+08 0.52340E+08 10 0.49126E+08 0.0000 0.0000 0.49126E+08 0.49126E+08 13 0.0000 0.0000 -0.36023E+08 0.36023E+08 0.36023E+08 15 0.0000 0.0000 -0.39236E+08 0.39236E+08 0.39236E+08 24 0.71305E+08 0.0000 0.0000 0.71305E+08 0.71305E+08 22 0.66761E+08 0.0000 0.0000 0.66761E+08 0.66761E+08 25 0.0000 0.0000 -0.53658E+08 0.53658E+08 0.53658E+08 27 0.0000 0.0000 -0.58202E+08 0.58202E+08 0.58202E+08 36 0.52340E+08 0.0000 0.0000 0.52340E+08 0.52340E+08 34 0.49126E+08 0.0000 0.0000 0.49126E+08 0.49126E+08 37 0.0000 0.0000 -0.36023E+08 0.36023E+08 0.36023E+08 39 0.0000 0.0000 -0.39236E+08 0.39236E+08 0.39236E+08 48 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 46 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 Max= 0.71305E+08 0.0000 0.0000 0.71305E+08 0.71305E+08 Min= 0.0000 0.0000 -0.58202E+08 0.65517E+07 0.65517E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 3 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 12 0.52340E+08 0.0000 0.0000 0.52340E+08 0.52340E+08 10 0.49126E+08 0.0000 0.0000 0.49126E+08 0.49126E+08 13 0.0000 0.0000 -0.36023E+08 0.36023E+08 0.36023E+08 15 0.0000 0.0000 -0.39236E+08 0.39236E+08 0.39236E+08 24 0.71305E+08 0.0000 0.0000 0.71305E+08 0.71305E+08 22 0.66761E+08 0.0000 0.0000 0.66761E+08 0.66761E+08 25 0.0000 0.0000 -0.53658E+08 0.53658E+08 0.53658E+08 27 0.0000 0.0000 -0.58202E+08 0.58202E+08 0.58202E+08 36 0.52340E+08 0.0000 0.0000 0.52340E+08 0.52340E+08 34 0.49126E+08 0.0000 0.0000 0.49126E+08 0.49126E+08 37 0.0000 0.0000 -0.36023E+08 0.36023E+08 0.36023E+08 39 0.0000 0.0000 -0.39236E+08 0.39236E+08 0.39236E+08 48 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 46 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 Max= 0.71305E+08 0.0000 0.0000 0.71305E+08 0.71305E+08 Min= 0.0000 0.0000 -0.58202E+08 0.65517E+07 0.65517E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 9 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 3 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 12 0.65422E+08 0.0000 0.0000 0.65422E+08 0.65422E+08 10 0.61290E+08 0.0000 0.0000 0.61290E+08 0.61290E+08 13 0.0000 0.0000 -0.48187E+08 0.48187E+08 0.48187E+08 15 0.0000 0.0000 -0.52318E+08 0.52318E+08 0.52318E+08 24 0.89807E+08 0.0000 0.0000 0.89807E+08 0.89807E+08 22 0.83964E+08 0.0000 0.0000 0.83964E+08 0.83964E+08 25 0.0000 0.0000 -0.70861E+08 0.70861E+08 0.70861E+08 27 0.0000 0.0000 -0.76703E+08 0.76703E+08 0.76703E+08 36 0.65422E+08 0.0000 0.0000 0.65422E+08 0.65422E+08 34 0.61290E+08 0.0000 0.0000 0.61290E+08 0.61290E+08 37 0.0000 0.0000 -0.48187E+08 0.48187E+08 0.48187E+08 39 0.0000 0.0000 -0.52318E+08 0.52318E+08 0.52318E+08 48 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07


ANNEXES

167

46 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 Max= 0.89807E+08 0.0000 0.0000 0.89807E+08 0.89807E+08 Min= 0.0000 0.0000 -0.76703E+08 0.65517E+07 0.65517E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 3 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 12 0.65422E+08 0.0000 0.0000 0.65422E+08 0.65422E+08 10 0.61290E+08 0.0000 0.0000 0.61290E+08 0.61290E+08 13 0.0000 0.0000 -0.48187E+08 0.48187E+08 0.48187E+08 15 0.0000 0.0000 -0.52318E+08 0.52318E+08 0.52318E+08 24 0.89807E+08 0.0000 0.0000 0.89807E+08 0.89807E+08 22 0.83964E+08 0.0000 0.0000 0.83964E+08 0.83964E+08 25 0.0000 0.0000 -0.70861E+08 0.70861E+08 0.70861E+08 27 0.0000 0.0000 -0.76703E+08 0.76703E+08 0.76703E+08 36 0.65422E+08 0.0000 0.0000 0.65422E+08 0.65422E+08 34 0.61290E+08 0.0000 0.0000 0.61290E+08 0.61290E+08 37 0.0000 0.0000 -0.48187E+08 0.48187E+08 0.48187E+08 39 0.0000 0.0000 -0.52318E+08 0.52318E+08 0.52318E+08 48 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 46 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 Max= 0.89807E+08 0.0000 0.0000 0.89807E+08 0.89807E+08 Min= 0.0000 0.0000 -0.76703E+08 0.65517E+07 0.65517E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 10 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 3 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 12 0.78504E+08 0.0000 0.0000 0.78504E+08 0.78504E+08 10 0.73455E+08 0.0000 0.0000 0.73455E+08 0.73455E+08 13 0.0000 0.0000 -0.60351E+08 0.60351E+08 0.60351E+08 15 0.0000 0.0000 -0.65401E+08 0.65401E+08 0.65401E+08 24 0.10831E+09 0.0000 0.0000 0.10831E+09 0.10831E+09 22 0.10117E+09 0.0000 0.0000 0.10117E+09 0.10117E+09 25 0.0000 0.0000 -0.88063E+08 0.88063E+08 0.88063E+08 27 0.0000 0.0000 -0.95204E+08 0.95204E+08 0.95204E+08 36 0.78504E+08 0.0000 0.0000 0.78504E+08 0.78504E+08 34 0.73455E+08 0.0000 0.0000 0.73455E+08 0.73455E+08 37 0.0000 0.0000 -0.60351E+08 0.60351E+08 0.60351E+08 39 0.0000 0.0000 -0.65401E+08 0.65401E+08 0.65401E+08 48 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 46 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 Max= 0.10831E+09 0.0000 0.0000 0.10831E+09 0.10831E+09 Min= 0.0000 0.0000 -0.95204E+08 0.65517E+07 0.65517E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 3 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 12 0.78504E+08 0.0000 0.0000 0.78504E+08 0.78504E+08 10 0.73455E+08 0.0000 0.0000 0.73455E+08 0.73455E+08 13 0.0000 0.0000 -0.60351E+08 0.60351E+08 0.60351E+08 15 0.0000 0.0000 -0.65401E+08 0.65401E+08 0.65401E+08 24 0.10831E+09 0.0000 0.0000 0.10831E+09 0.10831E+09 22 0.10117E+09 0.0000 0.0000 0.10117E+09 0.10117E+09 25 0.0000 0.0000 -0.88063E+08 0.88063E+08 0.88063E+08 27 0.0000 0.0000 -0.95204E+08 0.95204E+08 0.95204E+08 36 0.78504E+08 0.0000 0.0000 0.78504E+08 0.78504E+08 34 0.73455E+08 0.0000 0.0000 0.73455E+08 0.73455E+08 37 0.0000 0.0000 -0.60351E+08 0.60351E+08 0.60351E+08


ANNEXES

168

39 0.0000 0.0000 -0.65401E+08 0.65401E+08 0.65401E+08 48 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 46 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 Max= 0.10831E+09 0.0000 0.0000 0.10831E+09 0.10831E+09 Min= 0.0000 0.0000 -0.95204E+08 0.65517E+07 0.65517E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 11 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 3 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 12 0.91586E+08 0.0000 0.0000 0.91586E+08 0.91586E+08 10 0.85619E+08 0.0000 0.0000 0.85619E+08 0.85619E+08 13 0.0000 0.0000 -0.72515E+08 0.72515E+08 0.72515E+08 15 0.0000 0.0000 -0.78483E+08 0.78483E+08 0.78483E+08 24 0.12681E+09 0.0000 0.0000 0.12681E+09 0.12681E+09 22 0.11837E+09 0.0000 0.0000 0.11837E+09 0.11837E+09 25 0.0000 0.0000 -0.10527E+09 0.10527E+09 0.10527E+09 27 0.0000 0.0000 -0.11371E+09 0.11371E+09 0.11371E+09 36 0.91586E+08 0.0000 0.0000 0.91586E+08 0.91586E+08 34 0.85619E+08 0.0000 0.0000 0.85619E+08 0.85619E+08 37 0.0000 0.0000 -0.72515E+08 0.72515E+08 0.72515E+08 39 0.0000 0.0000 -0.78483E+08 0.78483E+08 0.78483E+08 48 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 46 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 Max= 0.12681E+09 0.0000 0.0000 0.12681E+09 0.12681E+09 Min= 0.0000 0.0000 -0.11371E+09 0.65517E+07 0.65517E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 3 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 12 0.91586E+08 0.0000 0.0000 0.91586E+08 0.91586E+08 10 0.85619E+08 0.0000 0.0000 0.85619E+08 0.85619E+08 13 0.0000 0.0000 -0.72515E+08 0.72515E+08 0.72515E+08 15 0.0000 0.0000 -0.78483E+08 0.78483E+08 0.78483E+08 24 0.12681E+09 0.0000 0.0000 0.12681E+09 0.12681E+09 22 0.11837E+09 0.0000 0.0000 0.11837E+09 0.11837E+09 25 0.0000 0.0000 -0.10527E+09 0.10527E+09 0.10527E+09 27 0.0000 0.0000 -0.11371E+09 0.11371E+09 0.11371E+09 36 0.91586E+08 0.0000 0.0000 0.91586E+08 0.91586E+08 34 0.85619E+08 0.0000 0.0000 0.85619E+08 0.85619E+08 37 0.0000 0.0000 -0.72515E+08 0.72515E+08 0.72515E+08 39 0.0000 0.0000 -0.78483E+08 0.78483E+08 0.78483E+08 48 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 46 0.65517E+07 0.0000 0.0000 0.65517E+07 0.65517E+07 Max= 0.12681E+09 0.0000 0.0000 0.12681E+09 0.12681E+09 Min= 0.0000 0.0000 -0.11371E+09 0.65517E+07 0.65517E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 12 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.77773E+07 0.77773E+07 0.77773E+07 3 0.0000 0.0000 -0.77773E+07 0.77773E+07 0.77773E+07 12 0.0000 0.0000 -0.22341E+08 0.22341E+08 0.22341E+08 10 0.0000 0.0000 -0.21278E+08 0.21278E+08 0.21278E+08 13 0.57235E+07 0.0000 0.0000 0.57235E+07 0.57235E+07 15 0.67866E+07 0.0000 0.0000 0.67866E+07 0.67866E+07 24 0.0000 0.0000 -0.28374E+08 0.28374E+08 0.28374E+08


ANNEXES

169

22 0.0000 0.0000 -0.26870E+08 0.26870E+08 0.26870E+08 25 0.11316E+08 0.0000 0.0000 0.11316E+08 0.11316E+08 27 0.12819E+08 0.0000 0.0000 0.12819E+08 0.12819E+08 36 0.0000 0.0000 -0.22341E+08 0.22341E+08 0.22341E+08 34 0.0000 0.0000 -0.21278E+08 0.21278E+08 0.21278E+08 37 0.57235E+07 0.0000 0.0000 0.57235E+07 0.57235E+07 39 0.67866E+07 0.0000 0.0000 0.67866E+07 0.67866E+07 48 0.0000 0.0000 -0.77773E+07 0.77773E+07 0.77773E+07 46 0.0000 0.0000 -0.77773E+07 0.77773E+07 0.77773E+07 Max= 0.12819E+08 0.0000 0.0000 0.28374E+08 0.28374E+08 Min= 0.0000 0.0000 -0.28374E+08 0.57235E+07 0.57235E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.77773E+07 0.77773E+07 0.77773E+07 3 0.0000 0.0000 -0.77773E+07 0.77773E+07 0.77773E+07 12 0.0000 0.0000 -0.22341E+08 0.22341E+08 0.22341E+08 10 0.0000 0.0000 -0.21278E+08 0.21278E+08 0.21278E+08 13 0.57235E+07 0.0000 0.0000 0.57235E+07 0.57235E+07 15 0.67866E+07 0.0000 0.0000 0.67866E+07 0.67866E+07 24 0.0000 0.0000 -0.28374E+08 0.28374E+08 0.28374E+08 22 0.0000 0.0000 -0.26870E+08 0.26870E+08 0.26870E+08 25 0.11316E+08 0.0000 0.0000 0.11316E+08 0.11316E+08 27 0.12819E+08 0.0000 0.0000 0.12819E+08 0.12819E+08 36 0.0000 0.0000 -0.22341E+08 0.22341E+08 0.22341E+08 34 0.0000 0.0000 -0.21278E+08 0.21278E+08 0.21278E+08 37 0.57235E+07 0.0000 0.0000 0.57235E+07 0.57235E+07 39 0.67866E+07 0.0000 0.0000 0.67866E+07 0.67866E+07 48 0.0000 0.0000 -0.77773E+07 0.77773E+07 0.77773E+07 46 0.0000 0.0000 -0.77773E+07 0.77773E+07 0.77773E+07 Max= 0.12819E+08 0.0000 0.0000 0.28374E+08 0.28374E+08 Min= 0.0000 0.0000 -0.28374E+08 0.57235E+07 0.57235E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 13 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 3 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 12 0.0000 0.0000 -0.34769E+08 0.34769E+08 0.34769E+08 10 0.0000 0.0000 -0.32078E+08 0.32078E+08 0.32078E+08 13 0.36268E+08 0.0000 0.0000 0.36268E+08 0.36268E+08 15 0.38959E+08 0.0000 0.0000 0.38959E+08 0.38959E+08 24 0.0000 0.0000 -0.50039E+08 0.50039E+08 0.50039E+08 22 0.0000 0.0000 -0.46233E+08 0.46233E+08 0.46233E+08 25 0.50423E+08 0.0000 0.0000 0.50423E+08 0.50423E+08 27 0.54229E+08 0.0000 0.0000 0.54229E+08 0.54229E+08 36 0.0000 0.0000 -0.34769E+08 0.34769E+08 0.34769E+08 34 0.0000 0.0000 -0.32078E+08 0.32078E+08 0.32078E+08 37 0.36268E+08 0.0000 0.0000 0.36268E+08 0.36268E+08 39 0.38959E+08 0.0000 0.0000 0.38959E+08 0.38959E+08 48 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 46 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 Max= 0.54229E+08 0.0000 0.0000 0.54229E+08 0.54229E+08 Min= 0.0000 0.0000 -0.50039E+08 0.20951E+07 0.20951E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 3 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 12 0.0000 0.0000 -0.34769E+08 0.34769E+08 0.34769E+08 10 0.0000 0.0000 -0.32078E+08 0.32078E+08 0.32078E+08 13 0.36268E+08 0.0000 0.0000 0.36268E+08 0.36268E+08


ANNEXES

170

15 0.38959E+08 0.0000 0.0000 0.38959E+08 0.38959E+08 24 0.0000 0.0000 -0.50039E+08 0.50039E+08 0.50039E+08 22 0.0000 0.0000 -0.46233E+08 0.46233E+08 0.46233E+08 25 0.50423E+08 0.0000 0.0000 0.50423E+08 0.50423E+08 27 0.54229E+08 0.0000 0.0000 0.54229E+08 0.54229E+08 36 0.0000 0.0000 -0.34769E+08 0.34769E+08 0.34769E+08 34 0.0000 0.0000 -0.32078E+08 0.32078E+08 0.32078E+08 37 0.36268E+08 0.0000 0.0000 0.36268E+08 0.36268E+08 39 0.38959E+08 0.0000 0.0000 0.38959E+08 0.38959E+08 48 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 46 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 Max= 0.54229E+08 0.0000 0.0000 0.54229E+08 0.54229E+08 Min= 0.0000 0.0000 -0.50039E+08 0.20951E+07 0.20951E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 14 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 3 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 12 0.0000 0.0000 -0.29994E+08 0.29994E+08 0.29994E+08 10 0.0000 0.0000 -0.27651E+08 0.27651E+08 0.27651E+08 13 0.31841E+08 0.0000 0.0000 0.31841E+08 0.31841E+08 15 0.34184E+08 0.0000 0.0000 0.34184E+08 0.34184E+08 24 0.0000 0.0000 -0.43285E+08 0.43285E+08 0.43285E+08 22 0.0000 0.0000 -0.39973E+08 0.39973E+08 0.39973E+08 25 0.44163E+08 0.0000 0.0000 0.44163E+08 0.44163E+08 27 0.47475E+08 0.0000 0.0000 0.47475E+08 0.47475E+08 36 0.0000 0.0000 -0.29994E+08 0.29994E+08 0.29994E+08 34 0.0000 0.0000 -0.27651E+08 0.27651E+08 0.27651E+08 37 0.31841E+08 0.0000 0.0000 0.31841E+08 0.31841E+08 39 0.34184E+08 0.0000 0.0000 0.34184E+08 0.34184E+08 48 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 46 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 Max= 0.47475E+08 0.0000 0.0000 0.47475E+08 0.47475E+08 Min= 0.0000 0.0000 -0.43285E+08 0.20951E+07 0.20951E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 3 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 12 0.0000 0.0000 -0.29994E+08 0.29994E+08 0.29994E+08 10 0.0000 0.0000 -0.27651E+08 0.27651E+08 0.27651E+08 13 0.31841E+08 0.0000 0.0000 0.31841E+08 0.31841E+08 15 0.34184E+08 0.0000 0.0000 0.34184E+08 0.34184E+08 24 0.0000 0.0000 -0.43285E+08 0.43285E+08 0.43285E+08 22 0.0000 0.0000 -0.39973E+08 0.39973E+08 0.39973E+08 25 0.44163E+08 0.0000 0.0000 0.44163E+08 0.44163E+08 27 0.47475E+08 0.0000 0.0000 0.47475E+08 0.47475E+08 36 0.0000 0.0000 -0.29994E+08 0.29994E+08 0.29994E+08 34 0.0000 0.0000 -0.27651E+08 0.27651E+08 0.27651E+08 37 0.31841E+08 0.0000 0.0000 0.31841E+08 0.31841E+08 39 0.34184E+08 0.0000 0.0000 0.34184E+08 0.34184E+08 48 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 46 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 Max= 0.47475E+08 0.0000 0.0000 0.47475E+08 0.47475E+08 Min= 0.0000 0.0000 -0.43285E+08 0.20951E+07 0.20951E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 15 SECTION ID = 7 ELEMENT NODE = 1


ANNEXES

171

SEC NODE S1 S2 S3 SINT SEQV 1 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 3 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 12 0.0000 0.0000 -0.25218E+08 0.25218E+08 0.25218E+08 10 0.0000 0.0000 -0.23224E+08 0.23224E+08 0.23224E+08 13 0.27414E+08 0.0000 0.0000 0.27414E+08 0.27414E+08 15 0.29408E+08 0.0000 0.0000 0.29408E+08 0.29408E+08 24 0.0000 0.0000 -0.36532E+08 0.36532E+08 0.36532E+08 22 0.0000 0.0000 -0.33712E+08 0.33712E+08 0.33712E+08 25 0.37902E+08 0.0000 0.0000 0.37902E+08 0.37902E+08 27 0.40722E+08 0.0000 0.0000 0.40722E+08 0.40722E+08 36 0.0000 0.0000 -0.25218E+08 0.25218E+08 0.25218E+08 34 0.0000 0.0000 -0.23224E+08 0.23224E+08 0.23224E+08 37 0.27414E+08 0.0000 0.0000 0.27414E+08 0.27414E+08 39 0.29408E+08 0.0000 0.0000 0.29408E+08 0.29408E+08 48 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 46 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 Max= 0.40722E+08 0.0000 0.0000 0.40722E+08 0.40722E+08 Min= 0.0000 0.0000 -0.36532E+08 0.20951E+07 0.20951E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 3 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 12 0.0000 0.0000 -0.25218E+08 0.25218E+08 0.25218E+08 10 0.0000 0.0000 -0.23224E+08 0.23224E+08 0.23224E+08 13 0.27414E+08 0.0000 0.0000 0.27414E+08 0.27414E+08 15 0.29408E+08 0.0000 0.0000 0.29408E+08 0.29408E+08 24 0.0000 0.0000 -0.36532E+08 0.36532E+08 0.36532E+08 22 0.0000 0.0000 -0.33712E+08 0.33712E+08 0.33712E+08 25 0.37902E+08 0.0000 0.0000 0.37902E+08 0.37902E+08 27 0.40722E+08 0.0000 0.0000 0.40722E+08 0.40722E+08 36 0.0000 0.0000 -0.25218E+08 0.25218E+08 0.25218E+08 34 0.0000 0.0000 -0.23224E+08 0.23224E+08 0.23224E+08 37 0.27414E+08 0.0000 0.0000 0.27414E+08 0.27414E+08 39 0.29408E+08 0.0000 0.0000 0.29408E+08 0.29408E+08 48 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 46 0.20951E+07 0.0000 0.0000 0.20951E+07 0.20951E+07 Max= 0.40722E+08 0.0000 0.0000 0.40722E+08 0.40722E+08 Min= 0.0000 0.0000 -0.36532E+08 0.20951E+07 0.20951E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 16 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 3 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 12 0.98207E+08 0.0000 0.0000 0.98207E+08 0.98207E+08 10 0.91648E+08 0.0000 0.0000 0.91648E+08 0.91648E+08 13 0.0000 0.0000 -0.82149E+08 0.82149E+08 0.82149E+08 15 0.0000 0.0000 -0.88708E+08 0.88708E+08 0.88708E+08 24 0.13692E+09 0.0000 0.0000 0.13692E+09 0.13692E+09 22 0.12764E+09 0.0000 0.0000 0.12764E+09 0.12764E+09 25 0.0000 0.0000 -0.11814E+09 0.11814E+09 0.11814E+09 27 0.0000 0.0000 -0.12742E+09 0.12742E+09 0.12742E+09 36 0.98207E+08 0.0000 0.0000 0.98207E+08 0.98207E+08 34 0.91648E+08 0.0000 0.0000 0.91648E+08 0.91648E+08 37 0.0000 0.0000 -0.82149E+08 0.82149E+08 0.82149E+08 39 0.0000 0.0000 -0.88708E+08 0.88708E+08 0.88708E+08 48 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 46 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 Max= 0.13692E+09 0.0000 0.0000 0.13692E+09 0.13692E+09 Min= 0.0000 0.0000 -0.12742E+09 0.47494E+07 0.47494E+07


ANNEXES

172

ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 3 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 12 0.98207E+08 0.0000 0.0000 0.98207E+08 0.98207E+08 10 0.91648E+08 0.0000 0.0000 0.91648E+08 0.91648E+08 13 0.0000 0.0000 -0.82149E+08 0.82149E+08 0.82149E+08 15 0.0000 0.0000 -0.88708E+08 0.88708E+08 0.88708E+08 24 0.13692E+09 0.0000 0.0000 0.13692E+09 0.13692E+09 22 0.12764E+09 0.0000 0.0000 0.12764E+09 0.12764E+09 25 0.0000 0.0000 -0.11814E+09 0.11814E+09 0.11814E+09 27 0.0000 0.0000 -0.12742E+09 0.12742E+09 0.12742E+09 36 0.98207E+08 0.0000 0.0000 0.98207E+08 0.98207E+08 34 0.91648E+08 0.0000 0.0000 0.91648E+08 0.91648E+08 37 0.0000 0.0000 -0.82149E+08 0.82149E+08 0.82149E+08 39 0.0000 0.0000 -0.88708E+08 0.88708E+08 0.88708E+08 48 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 46 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 Max= 0.13692E+09 0.0000 0.0000 0.13692E+09 0.13692E+09 Min= 0.0000 0.0000 -0.12742E+09 0.47494E+07 0.47494E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 17 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 3 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 12 0.48625E+08 0.0000 0.0000 0.48625E+08 0.48625E+08 10 0.45546E+08 0.0000 0.0000 0.45546E+08 0.45546E+08 13 0.0000 0.0000 -0.36048E+08 0.36048E+08 0.36048E+08 15 0.0000 0.0000 -0.39127E+08 0.39127E+08 0.39127E+08 24 0.66799E+08 0.0000 0.0000 0.66799E+08 0.66799E+08 22 0.62445E+08 0.0000 0.0000 0.62445E+08 0.62445E+08 25 0.0000 0.0000 -0.52946E+08 0.52946E+08 0.52946E+08 27 0.0000 0.0000 -0.57301E+08 0.57301E+08 0.57301E+08 36 0.48625E+08 0.0000 0.0000 0.48625E+08 0.48625E+08 34 0.45546E+08 0.0000 0.0000 0.45546E+08 0.45546E+08 37 0.0000 0.0000 -0.36048E+08 0.36048E+08 0.36048E+08 39 0.0000 0.0000 -0.39127E+08 0.39127E+08 0.39127E+08 48 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 46 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 Max= 0.66799E+08 0.0000 0.0000 0.66799E+08 0.66799E+08 Min= 0.0000 0.0000 -0.57301E+08 0.47494E+07 0.47494E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 3 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 12 0.48625E+08 0.0000 0.0000 0.48625E+08 0.48625E+08 10 0.45546E+08 0.0000 0.0000 0.45546E+08 0.45546E+08 13 0.0000 0.0000 -0.36048E+08 0.36048E+08 0.36048E+08 15 0.0000 0.0000 -0.39127E+08 0.39127E+08 0.39127E+08 24 0.66799E+08 0.0000 0.0000 0.66799E+08 0.66799E+08 22 0.62445E+08 0.0000 0.0000 0.62445E+08 0.62445E+08 25 0.0000 0.0000 -0.52946E+08 0.52946E+08 0.52946E+08 27 0.0000 0.0000 -0.57301E+08 0.57301E+08 0.57301E+08 36 0.48625E+08 0.0000 0.0000 0.48625E+08 0.48625E+08 34 0.45546E+08 0.0000 0.0000 0.45546E+08 0.45546E+08 37 0.0000 0.0000 -0.36048E+08 0.36048E+08 0.36048E+08 39 0.0000 0.0000 -0.39127E+08 0.39127E+08 0.39127E+08 48 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 46 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 Max= 0.66799E+08 0.0000 0.0000 0.66799E+08 0.66799E+08


ANNEXES

173

Min= 0.0000 0.0000 -0.57301E+08 0.47494E+07 0.47494E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 18 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 3 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 12 0.0000 0.0000 -0.95569E+06 0.95569E+06 0.95569E+06 10 0.0000 0.0000 -0.55533E+06 0.55533E+06 0.55533E+06 13 0.10054E+08 0.0000 0.0000 0.10054E+08 0.10054E+08 15 0.10454E+08 0.0000 0.0000 0.10454E+08 0.10454E+08 24 0.0000 0.0000 -0.33188E+07 0.33188E+07 0.33188E+07 22 0.0000 0.0000 -0.27526E+07 0.27526E+07 0.27526E+07 25 0.12251E+08 0.0000 0.0000 0.12251E+08 0.12251E+08 27 0.12818E+08 0.0000 0.0000 0.12818E+08 0.12818E+08 36 0.0000 0.0000 -0.95569E+06 0.95569E+06 0.95569E+06 34 0.0000 0.0000 -0.55533E+06 0.55533E+06 0.55533E+06 37 0.10054E+08 0.0000 0.0000 0.10054E+08 0.10054E+08 39 0.10454E+08 0.0000 0.0000 0.10454E+08 0.10454E+08 48 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 46 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 Max= 0.12818E+08 0.0000 0.0000 0.12818E+08 0.12818E+08 Min= 0.0000 0.0000 -0.33188E+07 0.55533E+06 0.55533E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 3 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 12 0.0000 0.0000 -0.95569E+06 0.95569E+06 0.95569E+06 10 0.0000 0.0000 -0.55533E+06 0.55533E+06 0.55533E+06 13 0.10054E+08 0.0000 0.0000 0.10054E+08 0.10054E+08 15 0.10454E+08 0.0000 0.0000 0.10454E+08 0.10454E+08 24 0.0000 0.0000 -0.33188E+07 0.33188E+07 0.33188E+07 22 0.0000 0.0000 -0.27526E+07 0.27526E+07 0.27526E+07 25 0.12251E+08 0.0000 0.0000 0.12251E+08 0.12251E+08 27 0.12818E+08 0.0000 0.0000 0.12818E+08 0.12818E+08 36 0.0000 0.0000 -0.95569E+06 0.95569E+06 0.95569E+06 34 0.0000 0.0000 -0.55533E+06 0.55533E+06 0.55533E+06 37 0.10054E+08 0.0000 0.0000 0.10054E+08 0.10054E+08 39 0.10454E+08 0.0000 0.0000 0.10454E+08 0.10454E+08 48 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 46 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 Max= 0.12818E+08 0.0000 0.0000 0.12818E+08 0.12818E+08 Min= 0.0000 0.0000 -0.33188E+07 0.55533E+06 0.55533E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 19 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 3 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 12 0.0000 0.0000 -0.50537E+08 0.50537E+08 0.50537E+08 10 0.0000 0.0000 -0.46657E+08 0.46657E+08 0.46657E+08 13 0.56156E+08 0.0000 0.0000 0.56156E+08 0.56156E+08 15 0.60036E+08 0.0000 0.0000 0.60036E+08 0.60036E+08 24 0.0000 0.0000 -0.73437E+08 0.73437E+08 0.73437E+08 22 0.0000 0.0000 -0.67950E+08 0.67950E+08 0.67950E+08 25 0.77449E+08 0.0000 0.0000 0.77449E+08 0.77449E+08 27 0.82936E+08 0.0000 0.0000 0.82936E+08 0.82936E+08 36 0.0000 0.0000 -0.50537E+08 0.50537E+08 0.50537E+08 34 0.0000 0.0000 -0.46657E+08 0.46657E+08 0.46657E+08 37 0.56156E+08 0.0000 0.0000 0.56156E+08 0.56156E+08


ANNEXES

174

39 0.60036E+08 0.0000 0.0000 0.60036E+08 0.60036E+08 48 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 46 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 Max= 0.82936E+08 0.0000 0.0000 0.82936E+08 0.82936E+08 Min= 0.0000 0.0000 -0.73437E+08 0.47494E+07 0.47494E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 3 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 12 0.0000 0.0000 -0.50537E+08 0.50537E+08 0.50537E+08 10 0.0000 0.0000 -0.46657E+08 0.46657E+08 0.46657E+08 13 0.56156E+08 0.0000 0.0000 0.56156E+08 0.56156E+08 15 0.60036E+08 0.0000 0.0000 0.60036E+08 0.60036E+08 24 0.0000 0.0000 -0.73437E+08 0.73437E+08 0.73437E+08 22 0.0000 0.0000 -0.67950E+08 0.67950E+08 0.67950E+08 25 0.77449E+08 0.0000 0.0000 0.77449E+08 0.77449E+08 27 0.82936E+08 0.0000 0.0000 0.82936E+08 0.82936E+08 36 0.0000 0.0000 -0.50537E+08 0.50537E+08 0.50537E+08 34 0.0000 0.0000 -0.46657E+08 0.46657E+08 0.46657E+08 37 0.56156E+08 0.0000 0.0000 0.56156E+08 0.56156E+08 39 0.60036E+08 0.0000 0.0000 0.60036E+08 0.60036E+08 48 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 46 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 Max= 0.82936E+08 0.0000 0.0000 0.82936E+08 0.82936E+08 Min= 0.0000 0.0000 -0.73437E+08 0.47494E+07 0.47494E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 20 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 3 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 12 0.0000 0.0000 -0.10012E+09 0.10012E+09 0.10012E+09 10 0.0000 0.0000 -0.92759E+08 0.92759E+08 0.92759E+08 13 0.10226E+09 0.0000 0.0000 0.10226E+09 0.10226E+09 15 0.10962E+09 0.0000 0.0000 0.10962E+09 0.10962E+09 24 0.0000 0.0000 -0.14356E+09 0.14356E+09 0.14356E+09 22 0.0000 0.0000 -0.13315E+09 0.13315E+09 0.13315E+09 25 0.14265E+09 0.0000 0.0000 0.14265E+09 0.14265E+09 27 0.15305E+09 0.0000 0.0000 0.15305E+09 0.15305E+09 36 0.0000 0.0000 -0.10012E+09 0.10012E+09 0.10012E+09 34 0.0000 0.0000 -0.92759E+08 0.92759E+08 0.92759E+08 37 0.10226E+09 0.0000 0.0000 0.10226E+09 0.10226E+09 39 0.10962E+09 0.0000 0.0000 0.10962E+09 0.10962E+09 48 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 46 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 Max= 0.15305E+09 0.0000 0.0000 0.15305E+09 0.15305E+09 Min= 0.0000 0.0000 -0.14356E+09 0.47494E+07 0.47494E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 3 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 12 0.0000 0.0000 -0.10012E+09 0.10012E+09 0.10012E+09 10 0.0000 0.0000 -0.92759E+08 0.92759E+08 0.92759E+08 13 0.10226E+09 0.0000 0.0000 0.10226E+09 0.10226E+09 15 0.10962E+09 0.0000 0.0000 0.10962E+09 0.10962E+09 24 0.0000 0.0000 -0.14356E+09 0.14356E+09 0.14356E+09 22 0.0000 0.0000 -0.13315E+09 0.13315E+09 0.13315E+09 25 0.14265E+09 0.0000 0.0000 0.14265E+09 0.14265E+09 27 0.15305E+09 0.0000 0.0000 0.15305E+09 0.15305E+09 36 0.0000 0.0000 -0.10012E+09 0.10012E+09 0.10012E+09


ANNEXES

175

34 0.0000 0.0000 -0.92759E+08 0.92759E+08 0.92759E+08 37 0.10226E+09 0.0000 0.0000 0.10226E+09 0.10226E+09 39 0.10962E+09 0.0000 0.0000 0.10962E+09 0.10962E+09 48 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 46 0.47494E+07 0.0000 0.0000 0.47494E+07 0.47494E+07 Max= 0.15305E+09 0.0000 0.0000 0.15305E+09 0.15305E+09 Min= 0.0000 0.0000 -0.14356E+09 0.47494E+07 0.47494E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 21 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.54917E+07 0.0000 0.0000 0.54917E+07 0.54917E+07 3 0.54917E+07 0.0000 0.0000 0.54917E+07 0.54917E+07 12 0.0000 0.0000 -0.11625E+09 0.11625E+09 0.11625E+09 10 0.0000 0.0000 -0.10771E+09 0.10771E+09 0.10771E+09 13 0.11869E+09 0.0000 0.0000 0.11869E+09 0.11869E+09 15 0.12723E+09 0.0000 0.0000 0.12723E+09 0.12723E+09 24 0.0000 0.0000 -0.16668E+09 0.16668E+09 0.16668E+09 22 0.0000 0.0000 -0.15460E+09 0.15460E+09 0.15460E+09 25 0.16558E+09 0.0000 0.0000 0.16558E+09 0.16558E+09 27 0.17766E+09 0.0000 0.0000 0.17766E+09 0.17766E+09 36 0.0000 0.0000 -0.11625E+09 0.11625E+09 0.11625E+09 34 0.0000 0.0000 -0.10771E+09 0.10771E+09 0.10771E+09 37 0.11869E+09 0.0000 0.0000 0.11869E+09 0.11869E+09 39 0.12723E+09 0.0000 0.0000 0.12723E+09 0.12723E+09 48 0.54917E+07 0.0000 0.0000 0.54917E+07 0.54917E+07 46 0.54917E+07 0.0000 0.0000 0.54917E+07 0.54917E+07 Max= 0.17766E+09 0.0000 0.0000 0.17766E+09 0.17766E+09 Min= 0.0000 0.0000 -0.16668E+09 0.54917E+07 0.54917E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.54917E+07 0.0000 0.0000 0.54917E+07 0.54917E+07 3 0.54917E+07 0.0000 0.0000 0.54917E+07 0.54917E+07 12 0.0000 0.0000 -0.11625E+09 0.11625E+09 0.11625E+09 10 0.0000 0.0000 -0.10771E+09 0.10771E+09 0.10771E+09 13 0.11869E+09 0.0000 0.0000 0.11869E+09 0.11869E+09 15 0.12723E+09 0.0000 0.0000 0.12723E+09 0.12723E+09 24 0.0000 0.0000 -0.16668E+09 0.16668E+09 0.16668E+09 22 0.0000 0.0000 -0.15460E+09 0.15460E+09 0.15460E+09 25 0.16558E+09 0.0000 0.0000 0.16558E+09 0.16558E+09 27 0.17766E+09 0.0000 0.0000 0.17766E+09 0.17766E+09 36 0.0000 0.0000 -0.11625E+09 0.11625E+09 0.11625E+09 34 0.0000 0.0000 -0.10771E+09 0.10771E+09 0.10771E+09 37 0.11869E+09 0.0000 0.0000 0.11869E+09 0.11869E+09 39 0.12723E+09 0.0000 0.0000 0.12723E+09 0.12723E+09 48 0.54917E+07 0.0000 0.0000 0.54917E+07 0.54917E+07 46 0.54917E+07 0.0000 0.0000 0.54917E+07 0.54917E+07 Max= 0.17766E+09 0.0000 0.0000 0.17766E+09 0.17766E+09 Min= 0.0000 0.0000 -0.16668E+09 0.54917E+07 0.54917E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 22 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.54917E+07 0.0000 0.0000 0.54917E+07 0.54917E+07 3 0.54917E+07 0.0000 0.0000 0.54917E+07 0.54917E+07 12 0.0000 0.0000 -0.10042E+09 0.10042E+09 0.10042E+09 10 0.0000 0.0000 -0.92986E+08 0.92986E+08 0.92986E+08 13 0.10397E+09 0.0000 0.0000 0.10397E+09 0.10397E+09


ANNEXES

176

15 0.11140E+09 0.0000 0.0000 0.11140E+09 0.11140E+09 24 0.0000 0.0000 -0.14429E+09 0.14429E+09 0.14429E+09 22 0.0000 0.0000 -0.13378E+09 0.13378E+09 0.13378E+09 25 0.14476E+09 0.0000 0.0000 0.14476E+09 0.14476E+09 27 0.15527E+09 0.0000 0.0000 0.15527E+09 0.15527E+09 36 0.0000 0.0000 -0.10042E+09 0.10042E+09 0.10042E+09 34 0.0000 0.0000 -0.92986E+08 0.92986E+08 0.92986E+08 37 0.10397E+09 0.0000 0.0000 0.10397E+09 0.10397E+09 39 0.11140E+09 0.0000 0.0000 0.11140E+09 0.11140E+09 48 0.54917E+07 0.0000 0.0000 0.54917E+07 0.54917E+07 46 0.54917E+07 0.0000 0.0000 0.54917E+07 0.54917E+07 Max= 0.15527E+09 0.0000 0.0000 0.15527E+09 0.15527E+09 Min= 0.0000 0.0000 -0.14429E+09 0.54917E+07 0.54917E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.54917E+07 0.0000 0.0000 0.54917E+07 0.54917E+07 3 0.54917E+07 0.0000 0.0000 0.54917E+07 0.54917E+07 12 0.0000 0.0000 -0.10042E+09 0.10042E+09 0.10042E+09 10 0.0000 0.0000 -0.92986E+08 0.92986E+08 0.92986E+08 13 0.10397E+09 0.0000 0.0000 0.10397E+09 0.10397E+09 15 0.11140E+09 0.0000 0.0000 0.11140E+09 0.11140E+09 24 0.0000 0.0000 -0.14429E+09 0.14429E+09 0.14429E+09 22 0.0000 0.0000 -0.13378E+09 0.13378E+09 0.13378E+09 25 0.14476E+09 0.0000 0.0000 0.14476E+09 0.14476E+09 27 0.15527E+09 0.0000 0.0000 0.15527E+09 0.15527E+09 36 0.0000 0.0000 -0.10042E+09 0.10042E+09 0.10042E+09 34 0.0000 0.0000 -0.92986E+08 0.92986E+08 0.92986E+08 37 0.10397E+09 0.0000 0.0000 0.10397E+09 0.10397E+09 39 0.11140E+09 0.0000 0.0000 0.11140E+09 0.11140E+09 48 0.54917E+07 0.0000 0.0000 0.54917E+07 0.54917E+07 46 0.54917E+07 0.0000 0.0000 0.54917E+07 0.54917E+07 Max= 0.15527E+09 0.0000 0.0000 0.15527E+09 0.15527E+09 Min= 0.0000 0.0000 -0.14429E+09 0.54917E+07 0.54917E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 23 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 3 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 12 0.0000 0.0000 -0.66362E+08 0.66362E+08 0.66362E+08 10 0.0000 0.0000 -0.61644E+08 0.61644E+08 0.61644E+08 13 0.63393E+08 0.0000 0.0000 0.63393E+08 0.63393E+08 15 0.68111E+08 0.0000 0.0000 0.68111E+08 0.68111E+08 24 0.0000 0.0000 -0.94213E+08 0.94213E+08 0.94213E+08 22 0.0000 0.0000 -0.87540E+08 0.87540E+08 0.87540E+08 25 0.89289E+08 0.0000 0.0000 0.89289E+08 0.89289E+08 27 0.95962E+08 0.0000 0.0000 0.95962E+08 0.95962E+08 36 0.0000 0.0000 -0.66362E+08 0.66362E+08 0.66362E+08 34 0.0000 0.0000 -0.61644E+08 0.61644E+08 0.61644E+08 37 0.63393E+08 0.0000 0.0000 0.63393E+08 0.63393E+08 39 0.68111E+08 0.0000 0.0000 0.68111E+08 0.68111E+08 48 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 46 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 Max= 0.95962E+08 0.0000 0.0000 0.95962E+08 0.95962E+08 Min= 0.0000 0.0000 -0.94213E+08 0.87454E+06 0.87454E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 3 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 12 0.0000 0.0000 -0.66362E+08 0.66362E+08 0.66362E+08


ANNEXES

177

10 0.0000 0.0000 -0.61644E+08 0.61644E+08 0.61644E+08 13 0.63393E+08 0.0000 0.0000 0.63393E+08 0.63393E+08 15 0.68111E+08 0.0000 0.0000 0.68111E+08 0.68111E+08 24 0.0000 0.0000 -0.94213E+08 0.94213E+08 0.94213E+08 22 0.0000 0.0000 -0.87540E+08 0.87540E+08 0.87540E+08 25 0.89289E+08 0.0000 0.0000 0.89289E+08 0.89289E+08 27 0.95962E+08 0.0000 0.0000 0.95962E+08 0.95962E+08 36 0.0000 0.0000 -0.66362E+08 0.66362E+08 0.66362E+08 34 0.0000 0.0000 -0.61644E+08 0.61644E+08 0.61644E+08 37 0.63393E+08 0.0000 0.0000 0.63393E+08 0.63393E+08 39 0.68111E+08 0.0000 0.0000 0.68111E+08 0.68111E+08 48 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 46 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 Max= 0.95962E+08 0.0000 0.0000 0.95962E+08 0.95962E+08 Min= 0.0000 0.0000 -0.94213E+08 0.87454E+06 0.87454E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 24 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 3 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 12 0.0000 0.0000 -0.45024E+08 0.45024E+08 0.45024E+08 10 0.0000 0.0000 -0.41803E+08 0.41803E+08 0.41803E+08 13 0.43552E+08 0.0000 0.0000 0.43552E+08 0.43552E+08 15 0.46773E+08 0.0000 0.0000 0.46773E+08 0.46773E+08 24 0.0000 0.0000 -0.64036E+08 0.64036E+08 0.64036E+08 22 0.0000 0.0000 -0.59481E+08 0.59481E+08 0.59481E+08 25 0.61230E+08 0.0000 0.0000 0.61230E+08 0.61230E+08 27 0.65785E+08 0.0000 0.0000 0.65785E+08 0.65785E+08 36 0.0000 0.0000 -0.45024E+08 0.45024E+08 0.45024E+08 34 0.0000 0.0000 -0.41803E+08 0.41803E+08 0.41803E+08 37 0.43552E+08 0.0000 0.0000 0.43552E+08 0.43552E+08 39 0.46773E+08 0.0000 0.0000 0.46773E+08 0.46773E+08 48 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 46 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 Max= 0.65785E+08 0.0000 0.0000 0.65785E+08 0.65785E+08 Min= 0.0000 0.0000 -0.64036E+08 0.87454E+06 0.87454E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 3 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 12 0.0000 0.0000 -0.45024E+08 0.45024E+08 0.45024E+08 10 0.0000 0.0000 -0.41803E+08 0.41803E+08 0.41803E+08 13 0.43552E+08 0.0000 0.0000 0.43552E+08 0.43552E+08 15 0.46773E+08 0.0000 0.0000 0.46773E+08 0.46773E+08 24 0.0000 0.0000 -0.64036E+08 0.64036E+08 0.64036E+08 22 0.0000 0.0000 -0.59481E+08 0.59481E+08 0.59481E+08 25 0.61230E+08 0.0000 0.0000 0.61230E+08 0.61230E+08 27 0.65785E+08 0.0000 0.0000 0.65785E+08 0.65785E+08 36 0.0000 0.0000 -0.45024E+08 0.45024E+08 0.45024E+08 34 0.0000 0.0000 -0.41803E+08 0.41803E+08 0.41803E+08 37 0.43552E+08 0.0000 0.0000 0.43552E+08 0.43552E+08 39 0.46773E+08 0.0000 0.0000 0.46773E+08 0.46773E+08 48 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 46 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 Max= 0.65785E+08 0.0000 0.0000 0.65785E+08 0.65785E+08 Min= 0.0000 0.0000 -0.64036E+08 0.87454E+06 0.87454E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 25 SECTION ID = 2


ANNEXES

178

ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 3 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 12 0.0000 0.0000 -0.23686E+08 0.23686E+08 0.23686E+08 10 0.0000 0.0000 -0.21963E+08 0.21963E+08 0.21963E+08 13 0.23712E+08 0.0000 0.0000 0.23712E+08 0.23712E+08 15 0.25435E+08 0.0000 0.0000 0.25435E+08 0.25435E+08 24 0.0000 0.0000 -0.33860E+08 0.33860E+08 0.33860E+08 22 0.0000 0.0000 -0.31422E+08 0.31422E+08 0.31422E+08 25 0.33171E+08 0.0000 0.0000 0.33171E+08 0.33171E+08 27 0.35609E+08 0.0000 0.0000 0.35609E+08 0.35609E+08 36 0.0000 0.0000 -0.23686E+08 0.23686E+08 0.23686E+08 34 0.0000 0.0000 -0.21963E+08 0.21963E+08 0.21963E+08 37 0.23712E+08 0.0000 0.0000 0.23712E+08 0.23712E+08 39 0.25435E+08 0.0000 0.0000 0.25435E+08 0.25435E+08 48 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 46 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 Max= 0.35609E+08 0.0000 0.0000 0.35609E+08 0.35609E+08 Min= 0.0000 0.0000 -0.33860E+08 0.87454E+06 0.87454E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 3 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 12 0.0000 0.0000 -0.23686E+08 0.23686E+08 0.23686E+08 10 0.0000 0.0000 -0.21963E+08 0.21963E+08 0.21963E+08 13 0.23712E+08 0.0000 0.0000 0.23712E+08 0.23712E+08 15 0.25435E+08 0.0000 0.0000 0.25435E+08 0.25435E+08 24 0.0000 0.0000 -0.33860E+08 0.33860E+08 0.33860E+08 22 0.0000 0.0000 -0.31422E+08 0.31422E+08 0.31422E+08 25 0.33171E+08 0.0000 0.0000 0.33171E+08 0.33171E+08 27 0.35609E+08 0.0000 0.0000 0.35609E+08 0.35609E+08 36 0.0000 0.0000 -0.23686E+08 0.23686E+08 0.23686E+08 34 0.0000 0.0000 -0.21963E+08 0.21963E+08 0.21963E+08 37 0.23712E+08 0.0000 0.0000 0.23712E+08 0.23712E+08 39 0.25435E+08 0.0000 0.0000 0.25435E+08 0.25435E+08 48 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 46 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 Max= 0.35609E+08 0.0000 0.0000 0.35609E+08 0.35609E+08 Min= 0.0000 0.0000 -0.33860E+08 0.87454E+06 0.87454E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 26 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 3 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 12 0.0000 0.0000 -0.23483E+07 0.23483E+07 0.23483E+07 10 0.0000 0.0000 -0.21221E+07 0.21221E+07 0.21221E+07 13 0.38712E+07 0.0000 0.0000 0.38712E+07 0.38712E+07 15 0.40973E+07 0.0000 0.0000 0.40973E+07 0.40973E+07 24 0.0000 0.0000 -0.36832E+07 0.36832E+07 0.36832E+07 22 0.0000 0.0000 -0.33633E+07 0.33633E+07 0.33633E+07 25 0.51124E+07 0.0000 0.0000 0.51124E+07 0.51124E+07 27 0.54323E+07 0.0000 0.0000 0.54323E+07 0.54323E+07 36 0.0000 0.0000 -0.23483E+07 0.23483E+07 0.23483E+07 34 0.0000 0.0000 -0.21221E+07 0.21221E+07 0.21221E+07 37 0.38712E+07 0.0000 0.0000 0.38712E+07 0.38712E+07 39 0.40973E+07 0.0000 0.0000 0.40973E+07 0.40973E+07 48 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 46 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 Max= 0.54323E+07 0.0000 0.0000 0.54323E+07 0.54323E+07


ANNEXES

179

Min= 0.0000 0.0000 -0.36832E+07 0.87454E+06 0.87454E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 3 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 12 0.0000 0.0000 -0.23483E+07 0.23483E+07 0.23483E+07 10 0.0000 0.0000 -0.21221E+07 0.21221E+07 0.21221E+07 13 0.38712E+07 0.0000 0.0000 0.38712E+07 0.38712E+07 15 0.40973E+07 0.0000 0.0000 0.40973E+07 0.40973E+07 24 0.0000 0.0000 -0.36832E+07 0.36832E+07 0.36832E+07 22 0.0000 0.0000 -0.33633E+07 0.33633E+07 0.33633E+07 25 0.51124E+07 0.0000 0.0000 0.51124E+07 0.51124E+07 27 0.54323E+07 0.0000 0.0000 0.54323E+07 0.54323E+07 36 0.0000 0.0000 -0.23483E+07 0.23483E+07 0.23483E+07 34 0.0000 0.0000 -0.21221E+07 0.21221E+07 0.21221E+07 37 0.38712E+07 0.0000 0.0000 0.38712E+07 0.38712E+07 39 0.40973E+07 0.0000 0.0000 0.40973E+07 0.40973E+07 48 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 46 0.87454E+06 0.0000 0.0000 0.87454E+06 0.87454E+06 Max= 0.54323E+07 0.0000 0.0000 0.54323E+07 0.54323E+07 Min= 0.0000 0.0000 -0.36832E+07 0.87454E+06 0.87454E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 29 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.46218E+08 -0.29644 -7724.4 0.46225E+08 0.46222E+08 3 0.52534E+08 -0.31981 -9249.7 0.52544E+08 0.52539E+08 12 0.42135E+08 -0.16481 -11533. 0.42146E+08 0.42140E+08 10 0.37304E+08 -0.15570 -9570.4 0.37313E+08 0.37308E+08 13 0.32941E+08 -0.10712 -10838. 0.32952E+08 0.32947E+08 15 0.37045E+08 -0.11191 -13117. 0.37058E+08 0.37052E+08 24 0.11960E+08 0.0000 -40629. 0.12001E+08 0.11981E+08 22 0.11437E+08 0.0000 -31217. 0.11468E+08 0.11452E+08 25 0.53015E+07 0.0000 -67343. 0.53688E+07 0.53355E+07 27 0.48206E+07 0.0000 -0.10080E+06 0.49214E+07 0.48718E+07 36 23802. 0.18751E-01 -0.20416E+08 0.20440E+08 0.20428E+08 34 21886. 0.13012E-01 -0.16313E+08 0.16334E+08 0.16324E+08 37 17271. 0.26516E-01 -0.20672E+08 0.20689E+08 0.20680E+08 39 19054. 0.36587E-01 -0.25503E+08 0.25522E+08 0.25512E+08 48 13536. 0.10215 -0.35899E+08 0.35913E+08 0.35906E+08 46 12068. 0.77799E-01 -0.29582E+08 0.29594E+08 0.29588E+08 Max= 0.52534E+08 0.10215 -7724.4 0.52544E+08 0.52539E+08 Min= 12068. -0.31981 -0.35899E+08 0.49214E+07 0.48718E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.46218E+08 -0.29644 -7724.4 0.46225E+08 0.46222E+08 3 0.52534E+08 -0.31981 -9249.7 0.52544E+08 0.52539E+08 12 0.42135E+08 -0.16481 -11533. 0.42146E+08 0.42140E+08 10 0.37304E+08 -0.15570 -9570.4 0.37313E+08 0.37308E+08 13 0.32941E+08 -0.10712 -10838. 0.32952E+08 0.32947E+08 15 0.37045E+08 -0.11191 -13117. 0.37058E+08 0.37052E+08 24 0.11960E+08 0.0000 -40629. 0.12001E+08 0.11981E+08 22 0.11437E+08 0.0000 -31217. 0.11468E+08 0.11452E+08 25 0.53015E+07 0.0000 -67343. 0.53688E+07 0.53355E+07 27 0.48206E+07 0.0000 -0.10080E+06 0.49214E+07 0.48718E+07 36 23802. 0.18751E-01 -0.20416E+08 0.20440E+08 0.20428E+08 34 21886. 0.13012E-01 -0.16313E+08 0.16334E+08 0.16324E+08 37 17271. 0.26516E-01 -0.20672E+08 0.20689E+08 0.20680E+08 39 19054. 0.36587E-01 -0.25503E+08 0.25522E+08 0.25512E+08 48 13536. 0.10215 -0.35899E+08 0.35913E+08 0.35906E+08 46 12068. 0.77799E-01 -0.29582E+08 0.29594E+08 0.29588E+08


ANNEXES

180

Max= 0.52534E+08 0.10215 -7724.4 0.52544E+08 0.52539E+08 Min= 12068. -0.31981 -0.35899E+08 0.49214E+07 0.48718E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 30 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.30526E+08 -0.85191E-01 -11696. 0.30537E+08 0.30531E+08 3 0.34227E+08 -0.88198E-01 -14197. 0.34241E+08 0.34234E+08 12 0.28268E+08 -0.49570E-01 -17191. 0.28285E+08 0.28276E+08 10 0.25417E+08 -0.49082E-01 -14046. 0.25431E+08 0.25424E+08 13 0.22639E+08 -0.34624E-01 -15770. 0.22655E+08 0.22647E+08 15 0.25027E+08 -0.34333E-01 -19417. 0.25046E+08 0.25037E+08 24 0.10659E+08 0.0000 -45592. 0.10704E+08 0.10681E+08 22 0.10320E+08 0.0000 -34595. 0.10355E+08 0.10337E+08 25 0.64100E+07 0.0000 -55697. 0.64656E+07 0.64380E+07 27 0.61062E+07 0.0000 -79581. 0.61858E+07 0.61464E+07 36 57674. 0.12982E-02 -0.84257E+07 0.84833E+07 0.84547E+07 34 59079. 0.64703E-03 -0.60431E+07 0.61022E+07 0.60728E+07 37 40550. 0.20280E-02 -0.88042E+07 0.88448E+07 0.88246E+07 39 41702. 0.34638E-02 -0.11653E+08 0.11694E+08 0.11674E+08 48 27609. 0.12001E-01 -0.17601E+08 0.17629E+08 0.17615E+08 46 25685. 0.80395E-02 -0.13900E+08 0.13926E+08 0.13913E+08 Max= 0.34227E+08 0.12001E-01 -11696. 0.34241E+08 0.34234E+08 Min= 25685. -0.88198E-01 -0.17601E+08 0.61022E+07 0.60728E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.30526E+08 -0.85191E-01 -11696. 0.30537E+08 0.30531E+08 3 0.34227E+08 -0.88198E-01 -14197. 0.34241E+08 0.34234E+08 12 0.28268E+08 -0.49570E-01 -17191. 0.28285E+08 0.28276E+08 10 0.25417E+08 -0.49082E-01 -14046. 0.25431E+08 0.25424E+08 13 0.22639E+08 -0.34624E-01 -15770. 0.22655E+08 0.22647E+08 15 0.25027E+08 -0.34333E-01 -19417. 0.25046E+08 0.25037E+08 24 0.10659E+08 0.0000 -45592. 0.10704E+08 0.10681E+08 22 0.10320E+08 0.0000 -34595. 0.10355E+08 0.10337E+08 25 0.64100E+07 0.0000 -55697. 0.64656E+07 0.64380E+07 27 0.61062E+07 0.0000 -79581. 0.61858E+07 0.61464E+07 36 57674. 0.12982E-02 -0.84257E+07 0.84833E+07 0.84547E+07 34 59079. 0.64703E-03 -0.60431E+07 0.61022E+07 0.60728E+07 37 40550. 0.20280E-02 -0.88042E+07 0.88448E+07 0.88246E+07 39 41702. 0.34638E-02 -0.11653E+08 0.11694E+08 0.11674E+08 48 27609. 0.12001E-01 -0.17601E+08 0.17629E+08 0.17615E+08 46 25685. 0.80395E-02 -0.13900E+08 0.13926E+08 0.13913E+08 Max= 0.34227E+08 0.12001E-01 -11696. 0.34241E+08 0.34234E+08 Min= 25685. -0.88198E-01 -0.17601E+08 0.61022E+07 0.60728E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 31 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.14842E+08 -0.96495E-02 -24054. 0.14866E+08 0.14854E+08 3 0.15932E+08 -0.87373E-02 -30502. 0.15962E+08 0.15947E+08 12 0.14412E+08 -0.64347E-02 -33719. 0.14445E+08 0.14429E+08 10 0.13539E+08 -0.72957E-02 -26370. 0.13565E+08 0.13552E+08 13 0.12346E+08 -0.55060E-02 -28918. 0.12375E+08 0.12360E+08 15 0.13020E+08 -0.47153E-02 -37321. 0.13058E+08 0.13039E+08 24 0.93580E+07 0.0000 -51928. 0.94100E+07 0.93841E+07 22 0.92040E+07 0.0000 -38789. 0.92428E+07 0.92234E+07 25 0.75219E+07 0.0000 -47464. 0.75693E+07 0.75457E+07 27 0.73992E+07 0.0000 -65675. 0.74648E+07 0.74322E+07 36 0.37849E+07 -0.72475E-04 -0.12839E+06 0.39133E+07 0.38507E+07


ANNEXES

181

34 0.44038E+07 -0.20169E-03 -81071. 0.44848E+07 0.44448E+07 37 0.32374E+07 -0.61565E-04 -0.11028E+06 0.33477E+07 0.32939E+07 39 0.24592E+07 -0.23264E-05 -0.19760E+06 0.26568E+07 0.25638E+07 48 0.11582E+07 0.10249E-04 -0.41958E+06 0.15777E+07 0.14154E+07 46 0.20001E+07 0.73555E-06 -0.17850E+06 0.21786E+07 0.20951E+07 Max= 0.15932E+08 0.10249E-04 -24054. 0.15962E+08 0.15947E+08 Min= 0.11582E+07 -0.96495E-02 -0.41958E+06 0.15777E+07 0.14154E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.14842E+08 -0.96495E-02 -24054. 0.14866E+08 0.14854E+08 3 0.15932E+08 -0.87373E-02 -30502. 0.15962E+08 0.15947E+08 12 0.14412E+08 -0.64347E-02 -33719. 0.14445E+08 0.14429E+08 10 0.13539E+08 -0.72957E-02 -26370. 0.13565E+08 0.13552E+08 13 0.12346E+08 -0.55060E-02 -28918. 0.12375E+08 0.12360E+08 15 0.13020E+08 -0.47153E-02 -37321. 0.13058E+08 0.13039E+08 24 0.93580E+07 0.0000 -51928. 0.94100E+07 0.93841E+07 22 0.92040E+07 0.0000 -38789. 0.92428E+07 0.92234E+07 25 0.75219E+07 0.0000 -47464. 0.75693E+07 0.75457E+07 27 0.73992E+07 0.0000 -65675. 0.74648E+07 0.74322E+07 36 0.37849E+07 -0.72475E-04 -0.12839E+06 0.39133E+07 0.38507E+07 34 0.44038E+07 -0.20169E-03 -81071. 0.44848E+07 0.44448E+07 37 0.32374E+07 -0.61565E-04 -0.11028E+06 0.33477E+07 0.32939E+07 39 0.24592E+07 -0.23264E-05 -0.19760E+06 0.26568E+07 0.25638E+07 48 0.11582E+07 0.10249E-04 -0.41958E+06 0.15777E+07 0.14154E+07 46 0.20001E+07 0.73555E-06 -0.17850E+06 0.21786E+07 0.20951E+07 Max= 0.15932E+08 0.10249E-04 -24054. 0.15962E+08 0.15947E+08 Min= 0.11582E+07 -0.96495E-02 -0.41958E+06 0.15777E+07 0.14154E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 32 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.30244E+06 0.50677E-05 -0.11805E+07 0.14829E+07 0.13572E+07 3 0.18704E+06 0.33372E-04 -0.25981E+07 0.27851E+07 0.26964E+07 12 0.99413E+06 0.93049E-05 -0.48881E+06 0.14829E+07 0.13089E+07 10 0.18181E+07 0.43994E-05 -0.19637E+06 0.20144E+07 0.19238E+07 13 0.21744E+07 -0.38993E-05 -0.16419E+06 0.23386E+07 0.22610E+07 15 0.13253E+07 0.10758E-04 -0.36667E+06 0.16920E+07 0.15417E+07 24 0.80596E+07 0.0000 -60294. 0.81199E+07 0.80899E+07 22 0.80892E+07 0.0000 -44135. 0.81333E+07 0.81113E+07 25 0.86359E+07 0.0000 -41341. 0.86772E+07 0.86566E+07 27 0.86962E+07 0.0000 -55880. 0.87521E+07 0.87243E+07 36 0.15712E+08 -0.83755E-02 -30928. 0.15743E+08 0.15727E+08 34 0.14654E+08 -0.92823E-02 -24363. 0.14678E+08 0.14666E+08 37 0.15042E+08 -0.10049E-01 -23735. 0.15065E+08 0.15054E+08 39 0.16164E+08 -0.91319E-02 -30063. 0.16194E+08 0.16179E+08 48 0.19076E+08 -0.15103E-01 -25474. 0.19102E+08 0.19089E+08 46 0.17538E+08 -0.16008E-01 -20357. 0.17558E+08 0.17548E+08 Max= 0.19076E+08 0.33372E-04 -20357. 0.19102E+08 0.19089E+08 Min= 0.18704E+06 -0.16008E-01 -0.25981E+07 0.14829E+07 0.13089E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.30244E+06 0.50677E-05 -0.11805E+07 0.14829E+07 0.13572E+07 3 0.18704E+06 0.33372E-04 -0.25981E+07 0.27851E+07 0.26964E+07 12 0.99413E+06 0.93049E-05 -0.48881E+06 0.14829E+07 0.13089E+07 10 0.18181E+07 0.43994E-05 -0.19637E+06 0.20144E+07 0.19238E+07 13 0.21744E+07 -0.38993E-05 -0.16419E+06 0.23386E+07 0.22610E+07 15 0.13253E+07 0.10758E-04 -0.36667E+06 0.16920E+07 0.15417E+07 24 0.80596E+07 0.0000 -60294. 0.81199E+07 0.80899E+07 22 0.80892E+07 0.0000 -44135. 0.81333E+07 0.81113E+07 25 0.86359E+07 0.0000 -41341. 0.86772E+07 0.86566E+07


ANNEXES

182

27 0.86962E+07 0.0000 -55880. 0.87521E+07 0.87243E+07 36 0.15712E+08 -0.83755E-02 -30928. 0.15743E+08 0.15727E+08 34 0.14654E+08 -0.92823E-02 -24363. 0.14678E+08 0.14666E+08 37 0.15042E+08 -0.10049E-01 -23735. 0.15065E+08 0.15054E+08 39 0.16164E+08 -0.91319E-02 -30063. 0.16194E+08 0.16179E+08 48 0.19076E+08 -0.15103E-01 -25474. 0.19102E+08 0.19089E+08 46 0.17538E+08 -0.16008E-01 -20357. 0.17558E+08 0.17548E+08 Max= 0.19076E+08 0.33372E-04 -20357. 0.19102E+08 0.19089E+08 Min= 0.18704E+06 -0.16008E-01 -0.25981E+07 0.14829E+07 0.13089E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 35 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 12068. 0.77798E-01 -0.29582E+08 0.29594E+08 0.29588E+08 3 13536. 0.10216 -0.35899E+08 0.35913E+08 0.35906E+08 12 23802. 0.18751E-01 -0.20416E+08 0.20440E+08 0.20428E+08 10 21886. 0.13012E-01 -0.16313E+08 0.16334E+08 0.16324E+08 13 17271. 0.26516E-01 -0.20672E+08 0.20689E+08 0.20680E+08 15 19054. 0.36588E-01 -0.25503E+08 0.25522E+08 0.25512E+08 24 0.11960E+08 0.0000 -40629. 0.12001E+08 0.11981E+08 22 0.11437E+08 0.0000 -31217. 0.11468E+08 0.11452E+08 25 0.53015E+07 0.0000 -67343. 0.53688E+07 0.53355E+07 27 0.48206E+07 0.0000 -0.10080E+06 0.49214E+07 0.48718E+07 36 0.42135E+08 -0.16481 -11533. 0.42146E+08 0.42140E+08 34 0.37304E+08 -0.15571 -9570.4 0.37313E+08 0.37308E+08 37 0.32941E+08 -0.10713 -10838. 0.32952E+08 0.32947E+08 39 0.37045E+08 -0.11190 -13117. 0.37058E+08 0.37052E+08 48 0.52534E+08 -0.31981 -9249.7 0.52544E+08 0.52539E+08 46 0.46218E+08 -0.29644 -7724.4 0.46225E+08 0.46222E+08 Max= 0.52534E+08 0.10216 -7724.4 0.52544E+08 0.52539E+08 Min= 12068. -0.31981 -0.35899E+08 0.49214E+07 0.48718E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 12068. 0.77798E-01 -0.29582E+08 0.29594E+08 0.29588E+08 3 13536. 0.10216 -0.35899E+08 0.35913E+08 0.35906E+08 12 23802. 0.18751E-01 -0.20416E+08 0.20440E+08 0.20428E+08 10 21886. 0.13012E-01 -0.16313E+08 0.16334E+08 0.16324E+08 13 17271. 0.26516E-01 -0.20672E+08 0.20689E+08 0.20680E+08 15 19054. 0.36588E-01 -0.25503E+08 0.25522E+08 0.25512E+08 24 0.11960E+08 0.0000 -40629. 0.12001E+08 0.11981E+08 22 0.11437E+08 0.0000 -31217. 0.11468E+08 0.11452E+08 25 0.53015E+07 0.0000 -67343. 0.53688E+07 0.53355E+07 27 0.48206E+07 0.0000 -0.10080E+06 0.49214E+07 0.48718E+07 36 0.42135E+08 -0.16481 -11533. 0.42146E+08 0.42140E+08 34 0.37304E+08 -0.15571 -9570.4 0.37313E+08 0.37308E+08 37 0.32941E+08 -0.10713 -10838. 0.32952E+08 0.32947E+08 39 0.37045E+08 -0.11190 -13117. 0.37058E+08 0.37052E+08 48 0.52534E+08 -0.31981 -9249.7 0.52544E+08 0.52539E+08 46 0.46218E+08 -0.29644 -7724.4 0.46225E+08 0.46222E+08 Max= 0.52534E+08 0.10216 -7724.4 0.52544E+08 0.52539E+08 Min= 12068. -0.31981 -0.35899E+08 0.49214E+07 0.48718E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 36 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 25685. 0.80396E-02 -0.13900E+08 0.13926E+08 0.13913E+08 3 27609. 0.12001E-01 -0.17601E+08 0.17629E+08 0.17615E+08 12 57674. 0.12982E-02 -0.84257E+07 0.84833E+07 0.84547E+07


ANNEXES

183

10 59079. 0.64702E-03 -0.60431E+07 0.61022E+07 0.60728E+07 13 40550. 0.20280E-02 -0.88042E+07 0.88448E+07 0.88246E+07 15 41702. 0.34638E-02 -0.11653E+08 0.11694E+08 0.11674E+08 24 0.10659E+08 0.0000 -45592. 0.10704E+08 0.10681E+08 22 0.10320E+08 0.0000 -34595. 0.10355E+08 0.10337E+08 25 0.64100E+07 0.0000 -55697. 0.64656E+07 0.64380E+07 27 0.61062E+07 0.0000 -79581. 0.61858E+07 0.61464E+07 36 0.28268E+08 -0.49571E-01 -17191. 0.28285E+08 0.28276E+08 34 0.25417E+08 -0.49082E-01 -14046. 0.25431E+08 0.25424E+08 37 0.22639E+08 -0.34625E-01 -15770. 0.22655E+08 0.22647E+08 39 0.25027E+08 -0.34333E-01 -19417. 0.25046E+08 0.25037E+08 48 0.34227E+08 -0.88198E-01 -14197. 0.34241E+08 0.34234E+08 46 0.30526E+08 -0.85192E-01 -11696. 0.30537E+08 0.30531E+08 Max= 0.34227E+08 0.12001E-01 -11696. 0.34241E+08 0.34234E+08 Min= 25685. -0.88198E-01 -0.17601E+08 0.61022E+07 0.60728E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 25685. 0.80396E-02 -0.13900E+08 0.13926E+08 0.13913E+08 3 27609. 0.12001E-01 -0.17601E+08 0.17629E+08 0.17615E+08 12 57674. 0.12982E-02 -0.84257E+07 0.84833E+07 0.84547E+07 10 59079. 0.64702E-03 -0.60431E+07 0.61022E+07 0.60728E+07 13 40550. 0.20280E-02 -0.88042E+07 0.88448E+07 0.88246E+07 15 41702. 0.34638E-02 -0.11653E+08 0.11694E+08 0.11674E+08 24 0.10659E+08 0.0000 -45592. 0.10704E+08 0.10681E+08 22 0.10320E+08 0.0000 -34595. 0.10355E+08 0.10337E+08 25 0.64100E+07 0.0000 -55697. 0.64656E+07 0.64380E+07 27 0.61062E+07 0.0000 -79581. 0.61858E+07 0.61464E+07 36 0.28268E+08 -0.49571E-01 -17191. 0.28285E+08 0.28276E+08 34 0.25417E+08 -0.49082E-01 -14046. 0.25431E+08 0.25424E+08 37 0.22639E+08 -0.34625E-01 -15770. 0.22655E+08 0.22647E+08 39 0.25027E+08 -0.34333E-01 -19417. 0.25046E+08 0.25037E+08 48 0.34227E+08 -0.88198E-01 -14197. 0.34241E+08 0.34234E+08 46 0.30526E+08 -0.85192E-01 -11696. 0.30537E+08 0.30531E+08 Max= 0.34227E+08 0.12001E-01 -11696. 0.34241E+08 0.34234E+08 Min= 25685. -0.88198E-01 -0.17601E+08 0.61022E+07 0.60728E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 37 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.20001E+07 0.73585E-06 -0.17850E+06 0.21786E+07 0.20951E+07 3 0.11582E+07 0.10249E-04 -0.41958E+06 0.15777E+07 0.14154E+07 12 0.37849E+07 -0.72474E-04 -0.12839E+06 0.39133E+07 0.38507E+07 10 0.44038E+07 -0.20169E-03 -81071. 0.44848E+07 0.44448E+07 13 0.32374E+07 -0.61564E-04 -0.11028E+06 0.33477E+07 0.32939E+07 15 0.24592E+07 -0.23261E-05 -0.19760E+06 0.26568E+07 0.25638E+07 24 0.93580E+07 0.0000 -51928. 0.94100E+07 0.93841E+07 22 0.92040E+07 0.0000 -38789. 0.92428E+07 0.92234E+07 25 0.75219E+07 0.0000 -47464. 0.75693E+07 0.75457E+07 27 0.73992E+07 0.0000 -65675. 0.74648E+07 0.74322E+07 36 0.14412E+08 -0.64347E-02 -33719. 0.14445E+08 0.14429E+08 34 0.13539E+08 -0.72958E-02 -26370. 0.13565E+08 0.13552E+08 37 0.12346E+08 -0.55059E-02 -28918. 0.12375E+08 0.12360E+08 39 0.13020E+08 -0.47152E-02 -37321. 0.13058E+08 0.13039E+08 48 0.15932E+08 -0.87372E-02 -30502. 0.15962E+08 0.15947E+08 46 0.14842E+08 -0.96497E-02 -24054. 0.14866E+08 0.14854E+08 Max= 0.15932E+08 0.10249E-04 -24054. 0.15962E+08 0.15947E+08 Min= 0.11582E+07 -0.96497E-02 -0.41958E+06 0.15777E+07 0.14154E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.20001E+07 0.73585E-06 -0.17850E+06 0.21786E+07 0.20951E+07


ANNEXES

184

3 0.11582E+07 0.10249E-04 -0.41958E+06 0.15777E+07 0.14154E+07 12 0.37849E+07 -0.72474E-04 -0.12839E+06 0.39133E+07 0.38507E+07 10 0.44038E+07 -0.20169E-03 -81071. 0.44848E+07 0.44448E+07 13 0.32374E+07 -0.61564E-04 -0.11028E+06 0.33477E+07 0.32939E+07 15 0.24592E+07 -0.23261E-05 -0.19760E+06 0.26568E+07 0.25638E+07 24 0.93580E+07 0.0000 -51928. 0.94100E+07 0.93841E+07 22 0.92040E+07 0.0000 -38789. 0.92428E+07 0.92234E+07 25 0.75219E+07 0.0000 -47464. 0.75693E+07 0.75457E+07 27 0.73992E+07 0.0000 -65675. 0.74648E+07 0.74322E+07 36 0.14412E+08 -0.64347E-02 -33719. 0.14445E+08 0.14429E+08 34 0.13539E+08 -0.72958E-02 -26370. 0.13565E+08 0.13552E+08 37 0.12346E+08 -0.55059E-02 -28918. 0.12375E+08 0.12360E+08 39 0.13020E+08 -0.47152E-02 -37321. 0.13058E+08 0.13039E+08 48 0.15932E+08 -0.87372E-02 -30502. 0.15962E+08 0.15947E+08 46 0.14842E+08 -0.96497E-02 -24054. 0.14866E+08 0.14854E+08 Max= 0.15932E+08 0.10249E-04 -24054. 0.15962E+08 0.15947E+08 Min= 0.11582E+07 -0.96497E-02 -0.41958E+06 0.15777E+07 0.14154E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 38 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.17538E+08 -0.16008E-01 -20357. 0.17558E+08 0.17548E+08 3 0.19076E+08 -0.15103E-01 -25474. 0.19102E+08 0.19089E+08 12 0.15712E+08 -0.83755E-02 -30928. 0.15743E+08 0.15727E+08 10 0.14654E+08 -0.92823E-02 -24363. 0.14678E+08 0.14666E+08 13 0.15042E+08 -0.10049E-01 -23735. 0.15065E+08 0.15054E+08 15 0.16164E+08 -0.91319E-02 -30063. 0.16194E+08 0.16179E+08 24 0.80596E+07 0.0000 -60294. 0.81199E+07 0.80899E+07 22 0.80892E+07 0.0000 -44135. 0.81333E+07 0.81113E+07 25 0.86359E+07 0.0000 -41341. 0.86772E+07 0.86566E+07 27 0.86962E+07 0.0000 -55880. 0.87521E+07 0.87243E+07 36 0.99413E+06 0.93051E-05 -0.48881E+06 0.14829E+07 0.13089E+07 34 0.18181E+07 0.44005E-05 -0.19637E+06 0.20144E+07 0.19238E+07 37 0.21744E+07 -0.38986E-05 -0.16419E+06 0.23386E+07 0.22610E+07 39 0.13253E+07 0.10758E-04 -0.36667E+06 0.16920E+07 0.15417E+07 48 0.18704E+06 0.33372E-04 -0.25981E+07 0.27851E+07 0.26964E+07 46 0.30244E+06 0.50676E-05 -0.11805E+07 0.14829E+07 0.13572E+07 Max= 0.19076E+08 0.33372E-04 -20357. 0.19102E+08 0.19089E+08 Min= 0.18704E+06 -0.16008E-01 -0.25981E+07 0.14829E+07 0.13089E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.17538E+08 -0.16008E-01 -20357. 0.17558E+08 0.17548E+08 3 0.19076E+08 -0.15103E-01 -25474. 0.19102E+08 0.19089E+08 12 0.15712E+08 -0.83755E-02 -30928. 0.15743E+08 0.15727E+08 10 0.14654E+08 -0.92823E-02 -24363. 0.14678E+08 0.14666E+08 13 0.15042E+08 -0.10049E-01 -23735. 0.15065E+08 0.15054E+08 15 0.16164E+08 -0.91319E-02 -30063. 0.16194E+08 0.16179E+08 24 0.80596E+07 0.0000 -60294. 0.81199E+07 0.80899E+07 22 0.80892E+07 0.0000 -44135. 0.81333E+07 0.81113E+07 25 0.86359E+07 0.0000 -41341. 0.86772E+07 0.86566E+07 27 0.86962E+07 0.0000 -55880. 0.87521E+07 0.87243E+07 36 0.99413E+06 0.93051E-05 -0.48881E+06 0.14829E+07 0.13089E+07 34 0.18181E+07 0.44005E-05 -0.19637E+06 0.20144E+07 0.19238E+07 37 0.21744E+07 -0.38986E-05 -0.16419E+06 0.23386E+07 0.22610E+07 39 0.13253E+07 0.10758E-04 -0.36667E+06 0.16920E+07 0.15417E+07 48 0.18704E+06 0.33372E-04 -0.25981E+07 0.27851E+07 0.26964E+07 46 0.30244E+06 0.50676E-05 -0.11805E+07 0.14829E+07 0.13572E+07 Max= 0.19076E+08 0.33372E-04 -20357. 0.19102E+08 0.19089E+08 Min= 0.18704E+06 -0.16008E-01 -0.25981E+07 0.14829E+07 0.13089E+07 STRESSES AT BEAM SECTION NODAL POINTS


ANNEXES

185

ELEMENT = 39 SECTION ID = 5 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.10511E+06 0.28820E-02 -0.16934E+08 0.17039E+08 0.16986E+08 3 0.12403E+06 0.31071E-02 -0.19106E+08 0.19230E+08 0.19169E+08 12 0.16517E+06 0.12988E-02 -0.14347E+08 0.14513E+08 0.14431E+08 10 0.13898E+06 0.12320E-02 -0.12807E+08 0.12946E+08 0.12878E+08 13 0.13771E+06 0.12670E-02 -0.12925E+08 0.13063E+08 0.12995E+08 15 0.16362E+06 0.13367E-02 -0.14483E+08 0.14647E+08 0.14566E+08 24 0.69215E+06 0.0000 -0.34238E+07 0.41159E+07 0.38172E+07 22 0.54164E+06 0.0000 -0.32862E+07 0.38279E+07 0.35878E+07 25 0.51869E+06 0.0000 -0.34317E+07 0.39503E+07 0.37182E+07 27 0.66072E+06 0.0000 -0.35866E+07 0.42474E+07 0.39586E+07 36 0.89276E+07 -0.21070E-03 -0.26544E+06 0.91930E+07 0.90632E+07 34 0.73715E+07 -0.14944E-03 -0.24146E+06 0.76129E+07 0.74951E+07 37 0.72562E+07 -0.13973E-03 -0.24530E+06 0.75015E+07 0.73819E+07 39 0.87942E+07 -0.19815E-03 -0.26947E+06 0.90637E+07 0.89320E+07 48 0.13500E+08 -0.94571E-03 -0.17554E+06 0.13676E+08 0.13589E+08 46 0.11328E+08 -0.73497E-03 -0.15713E+06 0.11485E+08 0.11407E+08 Max= 0.13500E+08 0.31071E-02 -0.15713E+06 0.19230E+08 0.19169E+08 Min= 0.10511E+06 -0.94571E-03 -0.19106E+08 0.38279E+07 0.35878E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.10511E+06 0.28820E-02 -0.16934E+08 0.17039E+08 0.16986E+08 3 0.12403E+06 0.31071E-02 -0.19106E+08 0.19230E+08 0.19169E+08 12 0.16517E+06 0.12988E-02 -0.14347E+08 0.14513E+08 0.14431E+08 10 0.13898E+06 0.12320E-02 -0.12807E+08 0.12946E+08 0.12878E+08 13 0.13771E+06 0.12670E-02 -0.12925E+08 0.13063E+08 0.12995E+08 15 0.16362E+06 0.13367E-02 -0.14483E+08 0.14647E+08 0.14566E+08 24 0.69215E+06 0.0000 -0.34238E+07 0.41159E+07 0.38172E+07 22 0.54164E+06 0.0000 -0.32862E+07 0.38279E+07 0.35878E+07 25 0.51869E+06 0.0000 -0.34317E+07 0.39503E+07 0.37182E+07 27 0.66072E+06 0.0000 -0.35866E+07 0.42474E+07 0.39586E+07 36 0.89276E+07 -0.21070E-03 -0.26544E+06 0.91930E+07 0.90632E+07 34 0.73715E+07 -0.14944E-03 -0.24146E+06 0.76129E+07 0.74951E+07 37 0.72562E+07 -0.13973E-03 -0.24530E+06 0.75015E+07 0.73819E+07 39 0.87942E+07 -0.19815E-03 -0.26947E+06 0.90637E+07 0.89320E+07 48 0.13500E+08 -0.94571E-03 -0.17554E+06 0.13676E+08 0.13589E+08 46 0.11328E+08 -0.73497E-03 -0.15713E+06 0.11485E+08 0.11407E+08 Max= 0.13500E+08 0.31071E-02 -0.15713E+06 0.19230E+08 0.19169E+08 Min= 0.10511E+06 -0.94571E-03 -0.19106E+08 0.38279E+07 0.35878E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 40 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 3035.5 0.94084E-01 -0.16310E+08 0.16314E+08 0.16312E+08 3 3777.4 0.10124 -0.18874E+08 0.18878E+08 0.18876E+08 12 4873.9 0.47114E-01 -0.14628E+08 0.14633E+08 0.14631E+08 10 3876.4 0.45165E-01 -0.12772E+08 0.12776E+08 0.12774E+08 13 4010.8 0.40772E-01 -0.12344E+08 0.12348E+08 0.12346E+08 15 5051.2 0.42322E-01 -0.14115E+08 0.14120E+08 0.14117E+08 24 18397. 0.0000 -0.38755E+07 0.38939E+07 0.38847E+07 22 12997. 0.0000 -0.38096E+07 0.38225E+07 0.38161E+07 25 15441. 0.0000 -0.32066E+07 0.32220E+07 0.32143E+07 27 22611. 0.0000 -0.31532E+07 0.31758E+07 0.31646E+07 36 0.71320E+07 -0.53755E-02 -9996.7 0.71420E+07 0.71370E+07 34 0.53619E+07 -0.32767E-02 -9233.9 0.53712E+07 0.53666E+07 37 0.57894E+07 -0.41366E-02 -8552.2 0.57979E+07 0.57936E+07 39 0.76451E+07 -0.66354E-02 -9325.9 0.76544E+07 0.76498E+07 48 0.11889E+08 -0.25164E-01 -5997.1 0.11895E+08 0.11892E+08 46 0.93251E+07 -0.17474E-01 -5309.5 0.93304E+07 0.93277E+07


ANNEXES

186

Max= 0.11889E+08 0.10124 -5309.5 0.18878E+08 0.18876E+08 Min= 3035.5 -0.25164E-01 -0.18874E+08 0.31758E+07 0.31646E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 3035.5 0.94084E-01 -0.16310E+08 0.16314E+08 0.16312E+08 3 3777.4 0.10124 -0.18874E+08 0.18878E+08 0.18876E+08 12 4873.9 0.47114E-01 -0.14628E+08 0.14633E+08 0.14631E+08 10 3876.4 0.45165E-01 -0.12772E+08 0.12776E+08 0.12774E+08 13 4010.8 0.40772E-01 -0.12344E+08 0.12348E+08 0.12346E+08 15 5051.2 0.42322E-01 -0.14115E+08 0.14120E+08 0.14117E+08 24 18397. 0.0000 -0.38755E+07 0.38939E+07 0.38847E+07 22 12997. 0.0000 -0.38096E+07 0.38225E+07 0.38161E+07 25 15441. 0.0000 -0.32066E+07 0.32220E+07 0.32143E+07 27 22611. 0.0000 -0.31532E+07 0.31758E+07 0.31646E+07 36 0.71320E+07 -0.53755E-02 -9996.7 0.71420E+07 0.71370E+07 34 0.53619E+07 -0.32767E-02 -9233.9 0.53712E+07 0.53666E+07 37 0.57894E+07 -0.41366E-02 -8552.2 0.57979E+07 0.57936E+07 39 0.76451E+07 -0.66354E-02 -9325.9 0.76544E+07 0.76498E+07 48 0.11889E+08 -0.25164E-01 -5997.1 0.11895E+08 0.11892E+08 46 0.93251E+07 -0.17474E-01 -5309.5 0.93304E+07 0.93277E+07 Max= 0.11889E+08 0.10124 -5309.5 0.18878E+08 0.18876E+08 Min= 3035.5 -0.25164E-01 -0.18874E+08 0.31758E+07 0.31646E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 41 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 6740.3 0.86130E-02 -0.73610E+07 0.73677E+07 0.73644E+07 3 8782.5 0.80702E-02 -0.81351E+07 0.81439E+07 0.81395E+07 12 10476. 0.47493E-02 -0.68201E+07 0.68306E+07 0.68254E+07 10 7919.6 0.53050E-02 -0.62649E+07 0.62728E+07 0.62689E+07 13 8004.9 0.51368E-02 -0.61982E+07 0.62062E+07 0.62022E+07 15 10600. 0.45835E-02 -0.67400E+07 0.67506E+07 0.67453E+07 24 20010. 0.0000 -0.35706E+07 0.35906E+07 0.35807E+07 22 13956. 0.0000 -0.35551E+07 0.35691E+07 0.35621E+07 25 14336. 0.0000 -0.34610E+07 0.34753E+07 0.34682E+07 27 20662. 0.0000 -0.34578E+07 0.34785E+07 0.34682E+07 36 0.16769E+06 0.18982E-05 -0.42606E+06 0.59375E+06 0.53019E+06 34 57987. 0.11743E-04 -0.85562E+06 0.91361E+06 0.88604E+06 37 62541. 0.92272E-05 -0.79333E+06 0.85587E+06 0.82638E+06 39 0.19267E+06 0.19545E-05 -0.37083E+06 0.56350E+06 0.49607E+06 48 0.11982E+07 -0.10902E-04 -59630. 0.12578E+07 0.12291E+07 46 0.47165E+06 0.34438E-05 -0.10519E+06 0.57685E+06 0.53211E+06 Max= 0.11982E+07 0.86130E-02 -59630. 0.81439E+07 0.81395E+07 Min= 6740.3 -0.10902E-04 -0.81351E+07 0.56350E+06 0.49607E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 6740.3 0.86130E-02 -0.73610E+07 0.73677E+07 0.73644E+07 3 8782.5 0.80702E-02 -0.81351E+07 0.81439E+07 0.81395E+07 12 10476. 0.47493E-02 -0.68201E+07 0.68306E+07 0.68254E+07 10 7919.6 0.53050E-02 -0.62649E+07 0.62728E+07 0.62689E+07 13 8004.9 0.51368E-02 -0.61982E+07 0.62062E+07 0.62022E+07 15 10600. 0.45835E-02 -0.67400E+07 0.67506E+07 0.67453E+07 24 20010. 0.0000 -0.35706E+07 0.35906E+07 0.35807E+07 22 13956. 0.0000 -0.35551E+07 0.35691E+07 0.35621E+07 25 14336. 0.0000 -0.34610E+07 0.34753E+07 0.34682E+07 27 20662. 0.0000 -0.34578E+07 0.34785E+07 0.34682E+07 36 0.16769E+06 0.18982E-05 -0.42606E+06 0.59375E+06 0.53019E+06 34 57987. 0.11743E-04 -0.85562E+06 0.91361E+06 0.88604E+06 37 62541. 0.92272E-05 -0.79333E+06 0.85587E+06 0.82638E+06 39 0.19267E+06 0.19545E-05 -0.37083E+06 0.56350E+06 0.49607E+06 48 0.11982E+07 -0.10902E-04 -59630. 0.12578E+07 0.12291E+07


ANNEXES

187

46 0.47165E+06 0.34438E-05 -0.10519E+06 0.57685E+06 0.53211E+06 Max= 0.11982E+07 0.86130E-02 -59630. 0.81439E+07 0.81395E+07 Min= 6740.3 -0.10902E-04 -0.81351E+07 0.56350E+06 0.49607E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 42 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.34967E+07 -0.88156E-03 -14189. 0.35109E+07 0.35038E+07 3 0.48924E+07 -0.16989E-02 -14604. 0.49070E+07 0.48997E+07 12 0.26848E+07 -0.25722E-03 -26611. 0.27114E+07 0.26982E+07 10 0.16627E+07 -0.78649E-04 -29840. 0.16925E+07 0.16778E+07 13 0.12841E+07 -0.29758E-04 -38638. 0.13227E+07 0.13038E+07 15 0.22254E+07 -0.13776E-03 -32104. 0.22576E+07 0.22417E+07 24 22414. 0.0000 -0.31876E+07 0.32100E+07 0.31989E+07 22 15336. 0.0000 -0.32353E+07 0.32506E+07 0.32430E+07 25 13122. 0.0000 -0.37810E+07 0.37941E+07 0.37875E+07 27 18600. 0.0000 -0.38412E+07 0.38598E+07 0.38506E+07 36 7775.3 0.11637E-01 -0.91889E+07 0.91967E+07 0.91928E+07 34 6021.8 0.12085E-01 -0.82393E+07 0.82453E+07 0.82423E+07 37 5751.6 0.13872E-01 -0.86264E+07 0.86322E+07 0.86293E+07 39 7401.2 0.13496E-01 -0.96534E+07 0.96608E+07 0.96571E+07 48 6018.3 0.25118E-01 -0.11872E+08 0.11878E+08 0.11875E+08 46 4736.5 0.24851E-01 -0.10475E+08 0.10480E+08 0.10477E+08 Max= 0.48924E+07 0.25118E-01 -14189. 0.11878E+08 0.11875E+08 Min= 4736.5 -0.16989E-02 -0.11872E+08 0.13227E+07 0.13038E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.34967E+07 -0.88156E-03 -14189. 0.35109E+07 0.35038E+07 3 0.48924E+07 -0.16989E-02 -14604. 0.49070E+07 0.48997E+07 12 0.26848E+07 -0.25722E-03 -26611. 0.27114E+07 0.26982E+07 10 0.16627E+07 -0.78649E-04 -29840. 0.16925E+07 0.16778E+07 13 0.12841E+07 -0.29758E-04 -38638. 0.13227E+07 0.13038E+07 15 0.22254E+07 -0.13776E-03 -32104. 0.22576E+07 0.22417E+07 24 22414. 0.0000 -0.31876E+07 0.32100E+07 0.31989E+07 22 15336. 0.0000 -0.32353E+07 0.32506E+07 0.32430E+07 25 13122. 0.0000 -0.37810E+07 0.37941E+07 0.37875E+07 27 18600. 0.0000 -0.38412E+07 0.38598E+07 0.38506E+07 36 7775.3 0.11637E-01 -0.91889E+07 0.91967E+07 0.91928E+07 34 6021.8 0.12085E-01 -0.82393E+07 0.82453E+07 0.82423E+07 37 5751.6 0.13872E-01 -0.86264E+07 0.86322E+07 0.86293E+07 39 7401.2 0.13496E-01 -0.96534E+07 0.96608E+07 0.96571E+07 48 6018.3 0.25118E-01 -0.11872E+08 0.11878E+08 0.11875E+08 46 4736.5 0.24851E-01 -0.10475E+08 0.10480E+08 0.10477E+08 Max= 0.48924E+07 0.25118E-01 -14189. 0.11878E+08 0.11875E+08 Min= 4736.5 -0.16989E-02 -0.11872E+08 0.13227E+07 0.13038E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 43 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.14323E+08 -0.63426E-01 -3464.1 0.14326E+08 0.14324E+08 3 0.17886E+08 -0.85795E-01 -3994.5 0.17890E+08 0.17888E+08 12 0.12132E+08 -0.26692E-01 -5889.1 0.12138E+08 0.12135E+08 10 0.95279E+07 -0.18605E-01 -5207.4 0.95331E+07 0.95305E+07 13 0.86868E+07 -0.14081E-01 -5711.6 0.86925E+07 0.86896E+07 15 0.11123E+08 -0.20546E-01 -6423.6 0.11129E+08 0.11126E+08 24 25469. 0.0000 -0.28052E+07 0.28307E+07 0.28180E+07 22 17016. 0.0000 -0.29158E+07 0.29328E+07 0.29243E+07 25 12098. 0.0000 -0.41011E+07 0.41132E+07 0.41072E+07


ANNEXES

188

27 16911. 0.0000 -0.42250E+07 0.42419E+07 0.42334E+07 36 3945.5 0.89209E-01 -0.18108E+08 0.18112E+08 0.18110E+08 34 3165.8 0.83286E-01 -0.15672E+08 0.15675E+08 0.15674E+08 37 3004.4 0.97439E-01 -0.16514E+08 0.16517E+08 0.16515E+08 39 3737.1 0.10499 -0.19118E+08 0.19121E+08 0.19119E+08 48 2872.3 0.23127 -0.24873E+08 0.24875E+08 0.24874E+08 46 2328.1 0.20943 -0.21309E+08 0.21312E+08 0.21311E+08 Max= 0.17886E+08 0.23127 -3464.1 0.24875E+08 0.24874E+08 Min= 2328.1 -0.85795E-01 -0.24873E+08 0.28307E+07 0.28180E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.14323E+08 -0.63426E-01 -3464.1 0.14326E+08 0.14324E+08 3 0.17886E+08 -0.85795E-01 -3994.5 0.17890E+08 0.17888E+08 12 0.12132E+08 -0.26692E-01 -5889.1 0.12138E+08 0.12135E+08 10 0.95279E+07 -0.18605E-01 -5207.4 0.95331E+07 0.95305E+07 13 0.86868E+07 -0.14081E-01 -5711.6 0.86925E+07 0.86896E+07 15 0.11123E+08 -0.20546E-01 -6423.6 0.11129E+08 0.11126E+08 24 25469. 0.0000 -0.28052E+07 0.28307E+07 0.28180E+07 22 17016. 0.0000 -0.29158E+07 0.29328E+07 0.29243E+07 25 12098. 0.0000 -0.41011E+07 0.41132E+07 0.41072E+07 27 16911. 0.0000 -0.42250E+07 0.42419E+07 0.42334E+07 36 3945.5 0.89209E-01 -0.18108E+08 0.18112E+08 0.18110E+08 34 3165.8 0.83286E-01 -0.15672E+08 0.15675E+08 0.15674E+08 37 3004.4 0.97439E-01 -0.16514E+08 0.16517E+08 0.16515E+08 39 3737.1 0.10499 -0.19118E+08 0.19121E+08 0.19119E+08 48 2872.3 0.23127 -0.24873E+08 0.24875E+08 0.24874E+08 46 2328.1 0.20943 -0.21309E+08 0.21312E+08 0.21311E+08 Max= 0.17886E+08 0.23127 -3464.1 0.24875E+08 0.24874E+08 Min= 2328.1 -0.85795E-01 -0.24873E+08 0.28307E+07 0.28180E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 44 SECTION ID = 5 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.11328E+08 -0.73499E-03 -0.15713E+06 0.11485E+08 0.11407E+08 3 0.13500E+08 -0.94571E-03 -0.17554E+06 0.13676E+08 0.13589E+08 12 0.89276E+07 -0.21070E-03 -0.26544E+06 0.91930E+07 0.90632E+07 10 0.73715E+07 -0.14944E-03 -0.24146E+06 0.76129E+07 0.74951E+07 13 0.72562E+07 -0.13973E-03 -0.24530E+06 0.75015E+07 0.73819E+07 15 0.87942E+07 -0.19815E-03 -0.26947E+06 0.90637E+07 0.89320E+07 24 0.69215E+06 0.0000 -0.34238E+07 0.41159E+07 0.38172E+07 22 0.54164E+06 0.0000 -0.32862E+07 0.38279E+07 0.35878E+07 25 0.51869E+06 0.0000 -0.34317E+07 0.39503E+07 0.37182E+07 27 0.66072E+06 0.0000 -0.35866E+07 0.42474E+07 0.39586E+07 36 0.16517E+06 0.12987E-02 -0.14347E+08 0.14513E+08 0.14431E+08 34 0.13898E+06 0.12320E-02 -0.12807E+08 0.12946E+08 0.12878E+08 37 0.13771E+06 0.12670E-02 -0.12925E+08 0.13063E+08 0.12995E+08 39 0.16362E+06 0.13367E-02 -0.14483E+08 0.14647E+08 0.14566E+08 48 0.12403E+06 0.31070E-02 -0.19106E+08 0.19230E+08 0.19169E+08 46 0.10511E+06 0.28819E-02 -0.16934E+08 0.17039E+08 0.16986E+08 Max= 0.13500E+08 0.31070E-02 -0.15713E+06 0.19230E+08 0.19169E+08 Min= 0.10511E+06 -0.94571E-03 -0.19106E+08 0.38279E+07 0.35878E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.11328E+08 -0.73499E-03 -0.15713E+06 0.11485E+08 0.11407E+08 3 0.13500E+08 -0.94571E-03 -0.17554E+06 0.13676E+08 0.13589E+08 12 0.89276E+07 -0.21070E-03 -0.26544E+06 0.91930E+07 0.90632E+07 10 0.73715E+07 -0.14944E-03 -0.24146E+06 0.76129E+07 0.74951E+07 13 0.72562E+07 -0.13973E-03 -0.24530E+06 0.75015E+07 0.73819E+07 15 0.87942E+07 -0.19815E-03 -0.26947E+06 0.90637E+07 0.89320E+07 24 0.69215E+06 0.0000 -0.34238E+07 0.41159E+07 0.38172E+07


ANNEXES

189

22 0.54164E+06 0.0000 -0.32862E+07 0.38279E+07 0.35878E+07 25 0.51869E+06 0.0000 -0.34317E+07 0.39503E+07 0.37182E+07 27 0.66072E+06 0.0000 -0.35866E+07 0.42474E+07 0.39586E+07 36 0.16517E+06 0.12987E-02 -0.14347E+08 0.14513E+08 0.14431E+08 34 0.13898E+06 0.12320E-02 -0.12807E+08 0.12946E+08 0.12878E+08 37 0.13771E+06 0.12670E-02 -0.12925E+08 0.13063E+08 0.12995E+08 39 0.16362E+06 0.13367E-02 -0.14483E+08 0.14647E+08 0.14566E+08 48 0.12403E+06 0.31070E-02 -0.19106E+08 0.19230E+08 0.19169E+08 46 0.10511E+06 0.28819E-02 -0.16934E+08 0.17039E+08 0.16986E+08 Max= 0.13500E+08 0.31070E-02 -0.15713E+06 0.19230E+08 0.19169E+08 Min= 0.10511E+06 -0.94571E-03 -0.19106E+08 0.38279E+07 0.35878E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 45 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.93251E+07 -0.17474E-01 -5309.5 0.93304E+07 0.93277E+07 3 0.11889E+08 -0.25164E-01 -5997.1 0.11895E+08 0.11892E+08 12 0.71320E+07 -0.53755E-02 -9996.7 0.71420E+07 0.71370E+07 10 0.53619E+07 -0.32768E-02 -9233.9 0.53712E+07 0.53666E+07 13 0.57894E+07 -0.41366E-02 -8552.2 0.57979E+07 0.57936E+07 15 0.76451E+07 -0.66354E-02 -9325.9 0.76544E+07 0.76498E+07 24 18397. 0.0000 -0.38755E+07 0.38939E+07 0.38847E+07 22 12997. 0.0000 -0.38096E+07 0.38225E+07 0.38161E+07 25 15441. 0.0000 -0.32066E+07 0.32220E+07 0.32143E+07 27 22611. 0.0000 -0.31532E+07 0.31758E+07 0.31646E+07 36 4873.9 0.47115E-01 -0.14628E+08 0.14633E+08 0.14631E+08 34 3876.4 0.45165E-01 -0.12772E+08 0.12776E+08 0.12774E+08 37 4010.8 0.40772E-01 -0.12344E+08 0.12348E+08 0.12346E+08 39 5051.2 0.42322E-01 -0.14115E+08 0.14120E+08 0.14117E+08 48 3777.4 0.10124 -0.18874E+08 0.18878E+08 0.18876E+08 46 3035.5 0.94086E-01 -0.16310E+08 0.16314E+08 0.16312E+08 Max= 0.11889E+08 0.10124 -5309.5 0.18878E+08 0.18876E+08 Min= 3035.5 -0.25164E-01 -0.18874E+08 0.31758E+07 0.31646E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.93251E+07 -0.17474E-01 -5309.5 0.93304E+07 0.93277E+07 3 0.11889E+08 -0.25164E-01 -5997.1 0.11895E+08 0.11892E+08 12 0.71320E+07 -0.53755E-02 -9996.7 0.71420E+07 0.71370E+07 10 0.53619E+07 -0.32768E-02 -9233.9 0.53712E+07 0.53666E+07 13 0.57894E+07 -0.41366E-02 -8552.2 0.57979E+07 0.57936E+07 15 0.76451E+07 -0.66354E-02 -9325.9 0.76544E+07 0.76498E+07 24 18397. 0.0000 -0.38755E+07 0.38939E+07 0.38847E+07 22 12997. 0.0000 -0.38096E+07 0.38225E+07 0.38161E+07 25 15441. 0.0000 -0.32066E+07 0.32220E+07 0.32143E+07 27 22611. 0.0000 -0.31532E+07 0.31758E+07 0.31646E+07 36 4873.9 0.47115E-01 -0.14628E+08 0.14633E+08 0.14631E+08 34 3876.4 0.45165E-01 -0.12772E+08 0.12776E+08 0.12774E+08 37 4010.8 0.40772E-01 -0.12344E+08 0.12348E+08 0.12346E+08 39 5051.2 0.42322E-01 -0.14115E+08 0.14120E+08 0.14117E+08 48 3777.4 0.10124 -0.18874E+08 0.18878E+08 0.18876E+08 46 3035.5 0.94086E-01 -0.16310E+08 0.16314E+08 0.16312E+08 Max= 0.11889E+08 0.10124 -5309.5 0.18878E+08 0.18876E+08 Min= 3035.5 -0.25164E-01 -0.18874E+08 0.31758E+07 0.31646E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 46 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.47165E+06 0.34439E-05 -0.10519E+06 0.57685E+06 0.53211E+06


ANNEXES

190

3 0.11982E+07 -0.10902E-04 -59630. 0.12578E+07 0.12291E+07 12 0.16769E+06 0.18983E-05 -0.42606E+06 0.59375E+06 0.53019E+06 10 57987. 0.11743E-04 -0.85562E+06 0.91361E+06 0.88604E+06 13 62541. 0.92270E-05 -0.79333E+06 0.85587E+06 0.82638E+06 15 0.19267E+06 0.19544E-05 -0.37083E+06 0.56350E+06 0.49607E+06 24 20010. 0.0000 -0.35706E+07 0.35906E+07 0.35807E+07 22 13956. 0.0000 -0.35551E+07 0.35691E+07 0.35621E+07 25 14336. 0.0000 -0.34610E+07 0.34753E+07 0.34682E+07 27 20662. 0.0000 -0.34578E+07 0.34785E+07 0.34682E+07 36 10476. 0.47493E-02 -0.68201E+07 0.68306E+07 0.68254E+07 34 7919.6 0.53050E-02 -0.62649E+07 0.62728E+07 0.62689E+07 37 8004.9 0.51368E-02 -0.61982E+07 0.62062E+07 0.62022E+07 39 10600. 0.45835E-02 -0.67400E+07 0.67506E+07 0.67453E+07 48 8782.5 0.80701E-02 -0.81351E+07 0.81439E+07 0.81395E+07 46 6740.3 0.86131E-02 -0.73610E+07 0.73677E+07 0.73644E+07 Max= 0.11982E+07 0.86131E-02 -59630. 0.81439E+07 0.81395E+07 Min= 6740.3 -0.10902E-04 -0.81351E+07 0.56350E+06 0.49607E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.47165E+06 0.34439E-05 -0.10519E+06 0.57685E+06 0.53211E+06 3 0.11982E+07 -0.10902E-04 -59630. 0.12578E+07 0.12291E+07 12 0.16769E+06 0.18983E-05 -0.42606E+06 0.59375E+06 0.53019E+06 10 57987. 0.11743E-04 -0.85562E+06 0.91361E+06 0.88604E+06 13 62541. 0.92270E-05 -0.79333E+06 0.85587E+06 0.82638E+06 15 0.19267E+06 0.19544E-05 -0.37083E+06 0.56350E+06 0.49607E+06 24 20010. 0.0000 -0.35706E+07 0.35906E+07 0.35807E+07 22 13956. 0.0000 -0.35551E+07 0.35691E+07 0.35621E+07 25 14336. 0.0000 -0.34610E+07 0.34753E+07 0.34682E+07 27 20662. 0.0000 -0.34578E+07 0.34785E+07 0.34682E+07 36 10476. 0.47493E-02 -0.68201E+07 0.68306E+07 0.68254E+07 34 7919.6 0.53050E-02 -0.62649E+07 0.62728E+07 0.62689E+07 37 8004.9 0.51368E-02 -0.61982E+07 0.62062E+07 0.62022E+07 39 10600. 0.45835E-02 -0.67400E+07 0.67506E+07 0.67453E+07 48 8782.5 0.80701E-02 -0.81351E+07 0.81439E+07 0.81395E+07 46 6740.3 0.86131E-02 -0.73610E+07 0.73677E+07 0.73644E+07 Max= 0.11982E+07 0.86131E-02 -59630. 0.81439E+07 0.81395E+07 Min= 6740.3 -0.10902E-04 -0.81351E+07 0.56350E+06 0.49607E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 47 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 4736.5 0.24852E-01 -0.10475E+08 0.10480E+08 0.10477E+08 3 6018.3 0.25118E-01 -0.11872E+08 0.11878E+08 0.11875E+08 12 7775.3 0.11637E-01 -0.91889E+07 0.91967E+07 0.91928E+07 10 6021.8 0.12084E-01 -0.82393E+07 0.82453E+07 0.82423E+07 13 5751.6 0.13872E-01 -0.86264E+07 0.86322E+07 0.86293E+07 15 7401.2 0.13496E-01 -0.96534E+07 0.96608E+07 0.96571E+07 24 22414. 0.0000 -0.31876E+07 0.32100E+07 0.31989E+07 22 15336. 0.0000 -0.32353E+07 0.32506E+07 0.32430E+07 25 13122. 0.0000 -0.37810E+07 0.37941E+07 0.37875E+07 27 18600. 0.0000 -0.38412E+07 0.38598E+07 0.38506E+07 36 0.26848E+07 -0.25722E-03 -26611. 0.27114E+07 0.26982E+07 34 0.16627E+07 -0.78647E-04 -29840. 0.16925E+07 0.16778E+07 37 0.12841E+07 -0.29756E-04 -38638. 0.13227E+07 0.13038E+07 39 0.22254E+07 -0.13776E-03 -32104. 0.22576E+07 0.22417E+07 48 0.48924E+07 -0.16989E-02 -14604. 0.49070E+07 0.48997E+07 46 0.34967E+07 -0.88157E-03 -14189. 0.35109E+07 0.35038E+07 Max= 0.48924E+07 0.25118E-01 -14189. 0.11878E+08 0.11875E+08 Min= 4736.5 -0.16989E-02 -0.11872E+08 0.13227E+07 0.13038E+07 ELEMENT NODE = 2


ANNEXES

191

SEC NODE S1 S2 S3 SINT SEQV 1 4736.5 0.24852E-01 -0.10475E+08 0.10480E+08 0.10477E+08 3 6018.3 0.25118E-01 -0.11872E+08 0.11878E+08 0.11875E+08 12 7775.3 0.11637E-01 -0.91889E+07 0.91967E+07 0.91928E+07 10 6021.8 0.12084E-01 -0.82393E+07 0.82453E+07 0.82423E+07 13 5751.6 0.13872E-01 -0.86264E+07 0.86322E+07 0.86293E+07 15 7401.2 0.13496E-01 -0.96534E+07 0.96608E+07 0.96571E+07 24 22414. 0.0000 -0.31876E+07 0.32100E+07 0.31989E+07 22 15336. 0.0000 -0.32353E+07 0.32506E+07 0.32430E+07 25 13122. 0.0000 -0.37810E+07 0.37941E+07 0.37875E+07 27 18600. 0.0000 -0.38412E+07 0.38598E+07 0.38506E+07 36 0.26848E+07 -0.25722E-03 -26611. 0.27114E+07 0.26982E+07 34 0.16627E+07 -0.78647E-04 -29840. 0.16925E+07 0.16778E+07 37 0.12841E+07 -0.29756E-04 -38638. 0.13227E+07 0.13038E+07 39 0.22254E+07 -0.13776E-03 -32104. 0.22576E+07 0.22417E+07 48 0.48924E+07 -0.16989E-02 -14604. 0.49070E+07 0.48997E+07 46 0.34967E+07 -0.88157E-03 -14189. 0.35109E+07 0.35038E+07 Max= 0.48924E+07 0.25118E-01 -14189. 0.11878E+08 0.11875E+08 Min= 4736.5 -0.16989E-02 -0.11872E+08 0.13227E+07 0.13038E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 48 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 2328.1 0.20943 -0.21309E+08 0.21312E+08 0.21311E+08 3 2872.3 0.23127 -0.24873E+08 0.24875E+08 0.24874E+08 12 3945.5 0.89209E-01 -0.18108E+08 0.18112E+08 0.18110E+08 10 3165.8 0.83285E-01 -0.15672E+08 0.15675E+08 0.15674E+08 13 3004.4 0.97440E-01 -0.16514E+08 0.16517E+08 0.16515E+08 15 3737.1 0.10499 -0.19118E+08 0.19121E+08 0.19119E+08 24 25469. 0.0000 -0.28052E+07 0.28307E+07 0.28180E+07 22 17016. 0.0000 -0.29158E+07 0.29328E+07 0.29243E+07 25 12098. 0.0000 -0.41011E+07 0.41132E+07 0.41072E+07 27 16911. 0.0000 -0.42250E+07 0.42419E+07 0.42334E+07 36 0.12132E+08 -0.26691E-01 -5889.1 0.12138E+08 0.12135E+08 34 0.95279E+07 -0.18605E-01 -5207.4 0.95331E+07 0.95305E+07 37 0.86868E+07 -0.14081E-01 -5711.6 0.86925E+07 0.86896E+07 39 0.11123E+08 -0.20546E-01 -6423.6 0.11129E+08 0.11126E+08 48 0.17886E+08 -0.85795E-01 -3994.5 0.17890E+08 0.17888E+08 46 0.14323E+08 -0.63426E-01 -3464.1 0.14326E+08 0.14324E+08 Max= 0.17886E+08 0.23127 -3464.1 0.24875E+08 0.24874E+08 Min= 2328.1 -0.85795E-01 -0.24873E+08 0.28307E+07 0.28180E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 2328.1 0.20943 -0.21309E+08 0.21312E+08 0.21311E+08 3 2872.3 0.23127 -0.24873E+08 0.24875E+08 0.24874E+08 12 3945.5 0.89209E-01 -0.18108E+08 0.18112E+08 0.18110E+08 10 3165.8 0.83285E-01 -0.15672E+08 0.15675E+08 0.15674E+08 13 3004.4 0.97440E-01 -0.16514E+08 0.16517E+08 0.16515E+08 15 3737.1 0.10499 -0.19118E+08 0.19121E+08 0.19119E+08 24 25469. 0.0000 -0.28052E+07 0.28307E+07 0.28180E+07 22 17016. 0.0000 -0.29158E+07 0.29328E+07 0.29243E+07 25 12098. 0.0000 -0.41011E+07 0.41132E+07 0.41072E+07 27 16911. 0.0000 -0.42250E+07 0.42419E+07 0.42334E+07 36 0.12132E+08 -0.26691E-01 -5889.1 0.12138E+08 0.12135E+08 34 0.95279E+07 -0.18605E-01 -5207.4 0.95331E+07 0.95305E+07 37 0.86868E+07 -0.14081E-01 -5711.6 0.86925E+07 0.86896E+07 39 0.11123E+08 -0.20546E-01 -6423.6 0.11129E+08 0.11126E+08 48 0.17886E+08 -0.85795E-01 -3994.5 0.17890E+08 0.17888E+08 46 0.14323E+08 -0.63426E-01 -3464.1 0.14326E+08 0.14324E+08 Max= 0.17886E+08 0.23127 -3464.1 0.24875E+08 0.24874E+08 Min= 2328.1 -0.85795E-01 -0.24873E+08 0.28307E+07 0.28180E+07


ANNEXES

192

STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 49 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.62005E+06 0.62005E+06 0.62005E+06 3 0.0000 0.0000 -0.62005E+06 0.62005E+06 0.62005E+06 9 0.0000 0.0000 -0.18449E+08 0.18449E+08 0.18449E+08 11 0.17209E+08 0.0000 0.0000 0.17209E+08 0.17209E+08 17 0.0000 0.0000 -0.25835E+08 0.25835E+08 0.25835E+08 19 0.24594E+08 0.0000 0.0000 0.24594E+08 0.24594E+08 25 0.0000 0.0000 -0.18449E+08 0.18449E+08 0.18449E+08 27 0.17209E+08 0.0000 0.0000 0.17209E+08 0.17209E+08 33 0.0000 0.0000 -0.62005E+06 0.62005E+06 0.62005E+06 35 0.0000 0.0000 -0.62005E+06 0.62005E+06 0.62005E+06 41 0.0000 0.0000 -0.25835E+08 0.25835E+08 0.25835E+08 43 0.24594E+08 0.0000 0.0000 0.24594E+08 0.24594E+08 49 0.0000 0.0000 -0.36279E+08 0.36279E+08 0.36279E+08 51 0.35039E+08 0.0000 0.0000 0.35039E+08 0.35039E+08 57 0.0000 0.0000 -0.25835E+08 0.25835E+08 0.25835E+08 59 0.24594E+08 0.0000 0.0000 0.24594E+08 0.24594E+08 65 0.0000 0.0000 -0.62005E+06 0.62005E+06 0.62005E+06 Max= 0.35039E+08 0.0000 0.0000 0.36279E+08 0.36279E+08 Min= 0.0000 0.0000 -0.36279E+08 0.62005E+06 0.62005E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.62005E+06 0.62005E+06 0.62005E+06 3 0.0000 0.0000 -0.62005E+06 0.62005E+06 0.62005E+06 9 0.0000 0.0000 -0.18449E+08 0.18449E+08 0.18449E+08 11 0.17209E+08 0.0000 0.0000 0.17209E+08 0.17209E+08 17 0.0000 0.0000 -0.25835E+08 0.25835E+08 0.25835E+08 19 0.24594E+08 0.0000 0.0000 0.24594E+08 0.24594E+08 25 0.0000 0.0000 -0.18449E+08 0.18449E+08 0.18449E+08 27 0.17209E+08 0.0000 0.0000 0.17209E+08 0.17209E+08 33 0.0000 0.0000 -0.62005E+06 0.62005E+06 0.62005E+06 35 0.0000 0.0000 -0.62005E+06 0.62005E+06 0.62005E+06 41 0.0000 0.0000 -0.25835E+08 0.25835E+08 0.25835E+08 43 0.24594E+08 0.0000 0.0000 0.24594E+08 0.24594E+08 49 0.0000 0.0000 -0.36279E+08 0.36279E+08 0.36279E+08 51 0.35039E+08 0.0000 0.0000 0.35039E+08 0.35039E+08 57 0.0000 0.0000 -0.25835E+08 0.25835E+08 0.25835E+08 59 0.24594E+08 0.0000 0.0000 0.24594E+08 0.24594E+08 65 0.0000 0.0000 -0.62005E+06 0.62005E+06 0.62005E+06 Max= 0.35039E+08 0.0000 0.0000 0.36279E+08 0.36279E+08 Min= 0.0000 0.0000 -0.36279E+08 0.62005E+06 0.62005E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 51 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -38266. 38266. 38266. 3 0.0000 0.0000 -0.97792E+06 0.97792E+06 0.97792E+06 9 0.0000 0.0000 -0.32065E+07 0.32065E+07 0.32065E+07 11 0.18011E+07 0.0000 0.0000 0.18011E+07 0.18011E+07 17 0.0000 0.0000 -0.35792E+07 0.35792E+07 0.35792E+07 19 0.35027E+07 0.0000 0.0000 0.35027E+07 0.35027E+07 25 0.0000 0.0000 -0.18776E+07 0.18776E+07 0.18776E+07 27 0.31300E+07 0.0000 0.0000 0.31300E+07 0.31300E+07 33 0.90139E+06 0.0000 0.0000 0.90139E+06 0.90139E+06 35 0.0000 0.0000 -0.13671E+07 0.13671E+07 0.13671E+07 41 0.0000 0.0000 -0.45189E+07 0.45189E+07 0.45189E+07 43 0.25630E+07 0.0000 0.0000 0.25630E+07 0.25630E+07 49 0.0000 0.0000 -0.50459E+07 0.50459E+07 0.50459E+07


ANNEXES

193

51 0.49694E+07 0.0000 0.0000 0.49694E+07 0.49694E+07 57 0.0000 0.0000 -0.26395E+07 0.26395E+07 0.26395E+07 59 0.44423E+07 0.0000 0.0000 0.44423E+07 0.44423E+07 65 0.12906E+07 0.0000 0.0000 0.12906E+07 0.12906E+07 Max= 0.49694E+07 0.0000 0.0000 0.50459E+07 0.50459E+07 Min= 0.0000 0.0000 -0.50459E+07 38266. 38266. ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -38266. 38266. 38266. 3 0.0000 0.0000 -0.97792E+06 0.97792E+06 0.97792E+06 9 0.0000 0.0000 -0.32065E+07 0.32065E+07 0.32065E+07 11 0.18011E+07 0.0000 0.0000 0.18011E+07 0.18011E+07 17 0.0000 0.0000 -0.35792E+07 0.35792E+07 0.35792E+07 19 0.35027E+07 0.0000 0.0000 0.35027E+07 0.35027E+07 25 0.0000 0.0000 -0.18776E+07 0.18776E+07 0.18776E+07 27 0.31300E+07 0.0000 0.0000 0.31300E+07 0.31300E+07 33 0.90139E+06 0.0000 0.0000 0.90139E+06 0.90139E+06 35 0.0000 0.0000 -0.13671E+07 0.13671E+07 0.13671E+07 41 0.0000 0.0000 -0.45189E+07 0.45189E+07 0.45189E+07 43 0.25630E+07 0.0000 0.0000 0.25630E+07 0.25630E+07 49 0.0000 0.0000 -0.50459E+07 0.50459E+07 0.50459E+07 51 0.49694E+07 0.0000 0.0000 0.49694E+07 0.49694E+07 57 0.0000 0.0000 -0.26395E+07 0.26395E+07 0.26395E+07 59 0.44423E+07 0.0000 0.0000 0.44423E+07 0.44423E+07 65 0.12906E+07 0.0000 0.0000 0.12906E+07 0.12906E+07 Max= 0.49694E+07 0.0000 0.0000 0.50459E+07 0.50459E+07 Min= 0.0000 0.0000 -0.50459E+07 38266. 38266. STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 52 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -38266. 38266. 38266. 3 0.0000 0.0000 -0.97792E+06 0.97792E+06 0.97792E+06 9 0.0000 0.0000 -0.32065E+07 0.32065E+07 0.32065E+07 11 0.18011E+07 0.0000 0.0000 0.18011E+07 0.18011E+07 17 0.0000 0.0000 -0.35792E+07 0.35792E+07 0.35792E+07 19 0.35027E+07 0.0000 0.0000 0.35027E+07 0.35027E+07 25 0.0000 0.0000 -0.18776E+07 0.18776E+07 0.18776E+07 27 0.31300E+07 0.0000 0.0000 0.31300E+07 0.31300E+07 33 0.90139E+06 0.0000 0.0000 0.90139E+06 0.90139E+06 35 0.0000 0.0000 -0.13671E+07 0.13671E+07 0.13671E+07 41 0.0000 0.0000 -0.45189E+07 0.45189E+07 0.45189E+07 43 0.25630E+07 0.0000 0.0000 0.25630E+07 0.25630E+07 49 0.0000 0.0000 -0.50459E+07 0.50459E+07 0.50459E+07 51 0.49694E+07 0.0000 0.0000 0.49694E+07 0.49694E+07 57 0.0000 0.0000 -0.26395E+07 0.26395E+07 0.26395E+07 59 0.44423E+07 0.0000 0.0000 0.44423E+07 0.44423E+07 65 0.12906E+07 0.0000 0.0000 0.12906E+07 0.12906E+07 Max= 0.49694E+07 0.0000 0.0000 0.50459E+07 0.50459E+07 Min= 0.0000 0.0000 -0.50459E+07 38266. 38266. ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -38266. 38266. 38266. 3 0.0000 0.0000 -0.97792E+06 0.97792E+06 0.97792E+06 9 0.0000 0.0000 -0.32065E+07 0.32065E+07 0.32065E+07 11 0.18011E+07 0.0000 0.0000 0.18011E+07 0.18011E+07 17 0.0000 0.0000 -0.35792E+07 0.35792E+07 0.35792E+07 19 0.35027E+07 0.0000 0.0000 0.35027E+07 0.35027E+07 25 0.0000 0.0000 -0.18776E+07 0.18776E+07 0.18776E+07 27 0.31300E+07 0.0000 0.0000 0.31300E+07 0.31300E+07


ANNEXES

194

33 0.90139E+06 0.0000 0.0000 0.90139E+06 0.90139E+06 35 0.0000 0.0000 -0.13671E+07 0.13671E+07 0.13671E+07 41 0.0000 0.0000 -0.45189E+07 0.45189E+07 0.45189E+07 43 0.25630E+07 0.0000 0.0000 0.25630E+07 0.25630E+07 49 0.0000 0.0000 -0.50459E+07 0.50459E+07 0.50459E+07 51 0.49694E+07 0.0000 0.0000 0.49694E+07 0.49694E+07 57 0.0000 0.0000 -0.26395E+07 0.26395E+07 0.26395E+07 59 0.44423E+07 0.0000 0.0000 0.44423E+07 0.44423E+07 65 0.12906E+07 0.0000 0.0000 0.12906E+07 0.12906E+07 Max= 0.49694E+07 0.0000 0.0000 0.50459E+07 0.50459E+07 Min= 0.0000 0.0000 -0.50459E+07 38266. 38266. STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 53 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 -0.34769E-06 0.34769E-06 0.34769E-06 9 0.0000 0.0000 -0.24585E-06 0.24585E-06 0.24585E-06 11 0.0000 0.0000 -0.24585E-06 0.24585E-06 0.24585E-06 17 0.0000 0.0000 0.0000 0.0000 0.0000 19 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.24585E-06 0.0000 0.0000 0.24585E-06 0.24585E-06 27 0.24585E-06 0.0000 0.0000 0.24585E-06 0.24585E-06 33 0.34769E-06 0.0000 0.0000 0.34769E-06 0.34769E-06 35 0.0000 0.0000 -0.49171E-06 0.49171E-06 0.49171E-06 41 0.0000 0.0000 -0.34769E-06 0.34769E-06 0.34769E-06 43 0.0000 0.0000 -0.34769E-06 0.34769E-06 0.34769E-06 49 0.0000 0.0000 0.0000 0.0000 0.0000 51 0.0000 0.0000 0.0000 0.0000 0.0000 57 0.34769E-06 0.0000 0.0000 0.34769E-06 0.34769E-06 59 0.34769E-06 0.0000 0.0000 0.34769E-06 0.34769E-06 65 0.49171E-06 0.0000 0.0000 0.49171E-06 0.49171E-06 Max= 0.49171E-06 0.0000 0.0000 0.49171E-06 0.49171E-06 Min= 0.0000 0.0000 -0.49171E-06 0.0000 0.0000 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 -0.34769E-06 0.34769E-06 0.34769E-06 9 0.0000 0.0000 -0.24585E-06 0.24585E-06 0.24585E-06 11 0.0000 0.0000 -0.24585E-06 0.24585E-06 0.24585E-06 17 0.0000 0.0000 0.0000 0.0000 0.0000 19 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.24585E-06 0.0000 0.0000 0.24585E-06 0.24585E-06 27 0.24585E-06 0.0000 0.0000 0.24585E-06 0.24585E-06 33 0.34769E-06 0.0000 0.0000 0.34769E-06 0.34769E-06 35 0.0000 0.0000 -0.49171E-06 0.49171E-06 0.49171E-06 41 0.0000 0.0000 -0.34769E-06 0.34769E-06 0.34769E-06 43 0.0000 0.0000 -0.34769E-06 0.34769E-06 0.34769E-06 49 0.0000 0.0000 0.0000 0.0000 0.0000 51 0.0000 0.0000 0.0000 0.0000 0.0000 57 0.34769E-06 0.0000 0.0000 0.34769E-06 0.34769E-06 59 0.34769E-06 0.0000 0.0000 0.34769E-06 0.34769E-06 65 0.49171E-06 0.0000 0.0000 0.49171E-06 0.49171E-06 Max= 0.49171E-06 0.0000 0.0000 0.49171E-06 0.49171E-06 Min= 0.0000 0.0000 -0.49171E-06 0.0000 0.0000 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 54 SECTION ID = 100 ELEMENT NODE = 1


ANNEXES

195

SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.19395E+07 0.19395E+07 0.19395E+07 3 0.0000 0.0000 -0.19395E+07 0.19395E+07 0.19395E+07 9 0.0000 0.0000 -0.29130E+08 0.29130E+08 0.29130E+08 11 0.25251E+08 0.0000 0.0000 0.25251E+08 0.25251E+08 17 0.0000 0.0000 -0.40393E+08 0.40393E+08 0.40393E+08 19 0.36514E+08 0.0000 0.0000 0.36514E+08 0.36514E+08 25 0.0000 0.0000 -0.29130E+08 0.29130E+08 0.29130E+08 27 0.25251E+08 0.0000 0.0000 0.25251E+08 0.25251E+08 33 0.0000 0.0000 -0.19395E+07 0.19395E+07 0.19395E+07 35 0.0000 0.0000 -0.19395E+07 0.19395E+07 0.19395E+07 41 0.0000 0.0000 -0.40393E+08 0.40393E+08 0.40393E+08 43 0.36514E+08 0.0000 0.0000 0.36514E+08 0.36514E+08 49 0.0000 0.0000 -0.56320E+08 0.56320E+08 0.56320E+08 51 0.52442E+08 0.0000 0.0000 0.52442E+08 0.52442E+08 57 0.0000 0.0000 -0.40393E+08 0.40393E+08 0.40393E+08 59 0.36514E+08 0.0000 0.0000 0.36514E+08 0.36514E+08 65 0.0000 0.0000 -0.19395E+07 0.19395E+07 0.19395E+07 Max= 0.52442E+08 0.0000 0.0000 0.56320E+08 0.56320E+08 Min= 0.0000 0.0000 -0.56320E+08 0.19395E+07 0.19395E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.19395E+07 0.19395E+07 0.19395E+07 3 0.0000 0.0000 -0.19395E+07 0.19395E+07 0.19395E+07 9 0.0000 0.0000 -0.29130E+08 0.29130E+08 0.29130E+08 11 0.25251E+08 0.0000 0.0000 0.25251E+08 0.25251E+08 17 0.0000 0.0000 -0.40393E+08 0.40393E+08 0.40393E+08 19 0.36514E+08 0.0000 0.0000 0.36514E+08 0.36514E+08 25 0.0000 0.0000 -0.29130E+08 0.29130E+08 0.29130E+08 27 0.25251E+08 0.0000 0.0000 0.25251E+08 0.25251E+08 33 0.0000 0.0000 -0.19395E+07 0.19395E+07 0.19395E+07 35 0.0000 0.0000 -0.19395E+07 0.19395E+07 0.19395E+07 41 0.0000 0.0000 -0.40393E+08 0.40393E+08 0.40393E+08 43 0.36514E+08 0.0000 0.0000 0.36514E+08 0.36514E+08 49 0.0000 0.0000 -0.56320E+08 0.56320E+08 0.56320E+08 51 0.52442E+08 0.0000 0.0000 0.52442E+08 0.52442E+08 57 0.0000 0.0000 -0.40393E+08 0.40393E+08 0.40393E+08 59 0.36514E+08 0.0000 0.0000 0.36514E+08 0.36514E+08 65 0.0000 0.0000 -0.19395E+07 0.19395E+07 0.19395E+07 Max= 0.52442E+08 0.0000 0.0000 0.56320E+08 0.56320E+08 Min= 0.0000 0.0000 -0.56320E+08 0.19395E+07 0.19395E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 55 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.17694E+07 0.17694E+07 0.17694E+07 3 0.0000 0.0000 -0.17694E+07 0.17694E+07 0.17694E+07 9 0.0000 0.0000 -0.17378E+08 0.17378E+08 0.17378E+08 11 0.13839E+08 0.0000 0.0000 0.13839E+08 0.13839E+08 17 0.0000 0.0000 -0.23844E+08 0.23844E+08 0.23844E+08 19 0.20305E+08 0.0000 0.0000 0.20305E+08 0.20305E+08 25 0.0000 0.0000 -0.17378E+08 0.17378E+08 0.17378E+08 27 0.13839E+08 0.0000 0.0000 0.13839E+08 0.13839E+08 33 0.0000 0.0000 -0.17694E+07 0.17694E+07 0.17694E+07 35 0.0000 0.0000 -0.17694E+07 0.17694E+07 0.17694E+07 41 0.0000 0.0000 -0.23844E+08 0.23844E+08 0.23844E+08 43 0.20305E+08 0.0000 0.0000 0.20305E+08 0.20305E+08 49 0.0000 0.0000 -0.32987E+08 0.32987E+08 0.32987E+08 51 0.29448E+08 0.0000 0.0000 0.29448E+08 0.29448E+08 57 0.0000 0.0000 -0.23844E+08 0.23844E+08 0.23844E+08 59 0.20305E+08 0.0000 0.0000 0.20305E+08 0.20305E+08 65 0.0000 0.0000 -0.17694E+07 0.17694E+07 0.17694E+07 Max= 0.29448E+08 0.0000 0.0000 0.32987E+08 0.32987E+08


ANNEXES

196

Min= 0.0000 0.0000 -0.32987E+08 0.17694E+07 0.17694E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.17694E+07 0.17694E+07 0.17694E+07 3 0.0000 0.0000 -0.17694E+07 0.17694E+07 0.17694E+07 9 0.0000 0.0000 -0.17378E+08 0.17378E+08 0.17378E+08 11 0.13839E+08 0.0000 0.0000 0.13839E+08 0.13839E+08 17 0.0000 0.0000 -0.23844E+08 0.23844E+08 0.23844E+08 19 0.20305E+08 0.0000 0.0000 0.20305E+08 0.20305E+08 25 0.0000 0.0000 -0.17378E+08 0.17378E+08 0.17378E+08 27 0.13839E+08 0.0000 0.0000 0.13839E+08 0.13839E+08 33 0.0000 0.0000 -0.17694E+07 0.17694E+07 0.17694E+07 35 0.0000 0.0000 -0.17694E+07 0.17694E+07 0.17694E+07 41 0.0000 0.0000 -0.23844E+08 0.23844E+08 0.23844E+08 43 0.20305E+08 0.0000 0.0000 0.20305E+08 0.20305E+08 49 0.0000 0.0000 -0.32987E+08 0.32987E+08 0.32987E+08 51 0.29448E+08 0.0000 0.0000 0.29448E+08 0.29448E+08 57 0.0000 0.0000 -0.23844E+08 0.23844E+08 0.23844E+08 59 0.20305E+08 0.0000 0.0000 0.20305E+08 0.20305E+08 65 0.0000 0.0000 -0.17694E+07 0.17694E+07 0.17694E+07 Max= 0.29448E+08 0.0000 0.0000 0.32987E+08 0.32987E+08 Min= 0.0000 0.0000 -0.32987E+08 0.17694E+07 0.17694E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 56 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 9 0.14657E-06 0.0000 0.0000 0.14657E-06 0.14657E-06 11 0.0000 0.0000 -0.14657E-06 0.14657E-06 0.14657E-06 17 0.20728E-06 0.0000 0.0000 0.20728E-06 0.20728E-06 19 0.0000 0.0000 -0.20728E-06 0.20728E-06 0.20728E-06 25 0.14657E-06 0.0000 0.0000 0.14657E-06 0.14657E-06 27 0.0000 0.0000 -0.14657E-06 0.14657E-06 0.14657E-06 33 0.0000 0.0000 0.0000 0.0000 0.0000 35 0.0000 0.0000 0.0000 0.0000 0.0000 41 0.20728E-06 0.0000 0.0000 0.20728E-06 0.20728E-06 43 0.0000 0.0000 -0.20728E-06 0.20728E-06 0.20728E-06 49 0.29313E-06 0.0000 0.0000 0.29313E-06 0.29313E-06 51 0.0000 0.0000 -0.29313E-06 0.29313E-06 0.29313E-06 57 0.20728E-06 0.0000 0.0000 0.20728E-06 0.20728E-06 59 0.0000 0.0000 -0.20728E-06 0.20728E-06 0.20728E-06 65 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.29313E-06 0.0000 0.0000 0.29313E-06 0.29313E-06 Min= 0.0000 0.0000 -0.29313E-06 0.0000 0.0000 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 9 0.14657E-06 0.0000 0.0000 0.14657E-06 0.14657E-06 11 0.0000 0.0000 -0.14657E-06 0.14657E-06 0.14657E-06 17 0.20728E-06 0.0000 0.0000 0.20728E-06 0.20728E-06 19 0.0000 0.0000 -0.20728E-06 0.20728E-06 0.20728E-06 25 0.14657E-06 0.0000 0.0000 0.14657E-06 0.14657E-06 27 0.0000 0.0000 -0.14657E-06 0.14657E-06 0.14657E-06 33 0.0000 0.0000 0.0000 0.0000 0.0000 35 0.0000 0.0000 0.0000 0.0000 0.0000 41 0.20728E-06 0.0000 0.0000 0.20728E-06 0.20728E-06 43 0.0000 0.0000 -0.20728E-06 0.20728E-06 0.20728E-06 49 0.29313E-06 0.0000 0.0000 0.29313E-06 0.29313E-06 51 0.0000 0.0000 -0.29313E-06 0.29313E-06 0.29313E-06


ANNEXES

197

57 0.20728E-06 0.0000 0.0000 0.20728E-06 0.20728E-06 59 0.0000 0.0000 -0.20728E-06 0.20728E-06 0.20728E-06 65 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.29313E-06 0.0000 0.0000 0.29313E-06 0.29313E-06 Min= 0.0000 0.0000 -0.29313E-06 0.0000 0.0000 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 57 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.32165E+08 -0.22852E-02 -0.41325E+06 0.32578E+08 0.32373E+08 3 0.35020E+08 -0.23714E-02 -0.46859E+06 0.35489E+08 0.35257E+08 12 0.24350E+08 -0.63994E-03 -0.67393E+06 0.25024E+08 0.24694E+08 10 0.22553E+08 -0.64436E-03 -0.58937E+06 0.23142E+08 0.22853E+08 13 0.27267E+08 -0.12960E-02 -0.48748E+06 0.27754E+08 0.27514E+08 15 0.29581E+08 -0.13232E-02 -0.55474E+06 0.30136E+08 0.29862E+08 24 0.56665E+07 0.0000 -0.28959E+07 0.85625E+07 0.75436E+07 22 0.55458E+07 0.0000 -0.23968E+07 0.79425E+07 0.70563E+07 25 0.11151E+08 0.0000 -0.11920E+07 0.12343E+08 0.11792E+08 27 0.11736E+08 0.0000 -0.13983E+07 0.13134E+08 0.12494E+08 36 0.97158E+06 0.27747E-03 -0.16890E+08 0.17861E+08 0.17396E+08 34 0.91150E+06 0.21871E-03 -0.14583E+08 0.15494E+08 0.15059E+08 37 0.13078E+07 0.70517E-04 -0.10163E+08 0.11471E+08 0.10876E+08 39 0.13742E+07 0.92736E-04 -0.11942E+08 0.13316E+08 0.12685E+08 48 0.73975E+06 0.65847E-03 -0.22183E+08 0.22923E+08 0.22562E+08 46 0.68760E+06 0.53542E-03 -0.19331E+08 0.20019E+08 0.19684E+08 Max= 0.35020E+08 0.65847E-03 -0.41325E+06 0.35489E+08 0.35257E+08 Min= 0.68760E+06 -0.23714E-02 -0.22183E+08 0.79425E+07 0.70563E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.32165E+08 -0.22852E-02 -0.41325E+06 0.32578E+08 0.32373E+08 3 0.35020E+08 -0.23714E-02 -0.46859E+06 0.35489E+08 0.35257E+08 12 0.24350E+08 -0.63994E-03 -0.67393E+06 0.25024E+08 0.24694E+08 10 0.22553E+08 -0.64436E-03 -0.58937E+06 0.23142E+08 0.22853E+08 13 0.27267E+08 -0.12960E-02 -0.48748E+06 0.27754E+08 0.27514E+08 15 0.29581E+08 -0.13232E-02 -0.55474E+06 0.30136E+08 0.29862E+08 24 0.56665E+07 0.0000 -0.28959E+07 0.85625E+07 0.75436E+07 22 0.55458E+07 0.0000 -0.23968E+07 0.79425E+07 0.70563E+07 25 0.11151E+08 0.0000 -0.11920E+07 0.12343E+08 0.11792E+08 27 0.11736E+08 0.0000 -0.13983E+07 0.13134E+08 0.12494E+08 36 0.97158E+06 0.27747E-03 -0.16890E+08 0.17861E+08 0.17396E+08 34 0.91150E+06 0.21871E-03 -0.14583E+08 0.15494E+08 0.15059E+08 37 0.13078E+07 0.70517E-04 -0.10163E+08 0.11471E+08 0.10876E+08 39 0.13742E+07 0.92736E-04 -0.11942E+08 0.13316E+08 0.12685E+08 48 0.73975E+06 0.65847E-03 -0.22183E+08 0.22923E+08 0.22562E+08 46 0.68760E+06 0.53542E-03 -0.19331E+08 0.20019E+08 0.19684E+08 Max= 0.35020E+08 0.65847E-03 -0.41325E+06 0.35489E+08 0.35257E+08 Min= 0.68760E+06 -0.23714E-02 -0.22183E+08 0.79425E+07 0.70563E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 58 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.28509E+08 -0.17308E-02 -0.41797E+06 0.28927E+08 0.28721E+08 3 0.31079E+08 -0.18016E-02 -0.47335E+06 0.31552E+08 0.31318E+08 12 0.20557E+08 -0.37701E-03 -0.71564E+06 0.21272E+08 0.20924E+08 10 0.19030E+08 -0.38298E-03 -0.62618E+06 0.19656E+08 0.19350E+08 13 0.25003E+08 -0.10952E-02 -0.47659E+06 0.25479E+08 0.25244E+08 15 0.27185E+08 -0.11259E-02 -0.54115E+06 0.27726E+08 0.27460E+08


ANNEXES

198

24 0.41778E+07 0.0000 -0.35213E+07 0.76991E+07 0.66757E+07 22 0.40672E+07 0.0000 -0.29297E+07 0.69970E+07 0.60862E+07 25 0.10890E+08 0.0000 -0.10942E+07 0.11985E+08 0.11477E+08 27 0.11551E+08 0.0000 -0.12736E+07 0.12824E+08 0.12237E+08 36 0.88639E+06 0.29574E-03 -0.16597E+08 0.17483E+08 0.17057E+08 34 0.82641E+06 0.23783E-03 -0.14419E+08 0.15245E+08 0.14849E+08 37 0.13509E+07 0.51990E-04 -0.88208E+07 0.10172E+08 0.95680E+07 39 0.14239E+07 0.67074E-04 -0.10331E+08 0.11755E+08 0.11112E+08 48 0.72138E+06 0.56819E-03 -0.20393E+08 0.21114E+08 0.20763E+08 46 0.66845E+06 0.46646E-03 -0.17826E+08 0.18495E+08 0.18170E+08 Max= 0.31079E+08 0.56819E-03 -0.41797E+06 0.31552E+08 0.31318E+08 Min= 0.66845E+06 -0.18016E-02 -0.20393E+08 0.69970E+07 0.60862E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.28509E+08 -0.17308E-02 -0.41797E+06 0.28927E+08 0.28721E+08 3 0.31079E+08 -0.18016E-02 -0.47335E+06 0.31552E+08 0.31318E+08 12 0.20557E+08 -0.37701E-03 -0.71564E+06 0.21272E+08 0.20924E+08 10 0.19030E+08 -0.38298E-03 -0.62618E+06 0.19656E+08 0.19350E+08 13 0.25003E+08 -0.10952E-02 -0.47659E+06 0.25479E+08 0.25244E+08 15 0.27185E+08 -0.11259E-02 -0.54115E+06 0.27726E+08 0.27460E+08 24 0.41778E+07 0.0000 -0.35213E+07 0.76991E+07 0.66757E+07 22 0.40672E+07 0.0000 -0.29297E+07 0.69970E+07 0.60862E+07 25 0.10890E+08 0.0000 -0.10942E+07 0.11985E+08 0.11477E+08 27 0.11551E+08 0.0000 -0.12736E+07 0.12824E+08 0.12237E+08 36 0.88639E+06 0.29574E-03 -0.16597E+08 0.17483E+08 0.17057E+08 34 0.82641E+06 0.23783E-03 -0.14419E+08 0.15245E+08 0.14849E+08 37 0.13509E+07 0.51990E-04 -0.88208E+07 0.10172E+08 0.95680E+07 39 0.14239E+07 0.67074E-04 -0.10331E+08 0.11755E+08 0.11112E+08 48 0.72138E+06 0.56819E-03 -0.20393E+08 0.21114E+08 0.20763E+08 46 0.66845E+06 0.46646E-03 -0.17826E+08 0.18495E+08 0.18170E+08 Max= 0.31079E+08 0.56819E-03 -0.41797E+06 0.31552E+08 0.31318E+08 Min= 0.66845E+06 -0.18016E-02 -0.20393E+08 0.69970E+07 0.60862E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 59 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.68760E+06 0.53542E-03 -0.19331E+08 0.20019E+08 0.19684E+08 3 0.73975E+06 0.65848E-03 -0.22183E+08 0.22923E+08 0.22562E+08 12 0.97158E+06 0.27747E-03 -0.16890E+08 0.17861E+08 0.17396E+08 10 0.91150E+06 0.21871E-03 -0.14583E+08 0.15494E+08 0.15059E+08 13 0.13078E+07 0.70520E-04 -0.10163E+08 0.11471E+08 0.10876E+08 15 0.13742E+07 0.92736E-04 -0.11942E+08 0.13316E+08 0.12685E+08 24 0.56665E+07 0.0000 -0.28959E+07 0.85625E+07 0.75436E+07 22 0.55458E+07 0.0000 -0.23968E+07 0.79425E+07 0.70563E+07 25 0.11151E+08 0.0000 -0.11920E+07 0.12343E+08 0.11792E+08 27 0.11736E+08 0.0000 -0.13983E+07 0.13134E+08 0.12494E+08 36 0.24350E+08 -0.63996E-03 -0.67393E+06 0.25024E+08 0.24694E+08 34 0.22553E+08 -0.64438E-03 -0.58937E+06 0.23142E+08 0.22853E+08 37 0.27267E+08 -0.12960E-02 -0.48748E+06 0.27754E+08 0.27514E+08 39 0.29581E+08 -0.13232E-02 -0.55474E+06 0.30136E+08 0.29862E+08 48 0.35020E+08 -0.23715E-02 -0.46859E+06 0.35489E+08 0.35257E+08 46 0.32165E+08 -0.22852E-02 -0.41325E+06 0.32578E+08 0.32373E+08 Max= 0.35020E+08 0.65848E-03 -0.41325E+06 0.35489E+08 0.35257E+08 Min= 0.68760E+06 -0.23715E-02 -0.22183E+08 0.79425E+07 0.70563E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.68760E+06 0.53542E-03 -0.19331E+08 0.20019E+08 0.19684E+08 3 0.73975E+06 0.65848E-03 -0.22183E+08 0.22923E+08 0.22562E+08 12 0.97158E+06 0.27747E-03 -0.16890E+08 0.17861E+08 0.17396E+08 10 0.91150E+06 0.21871E-03 -0.14583E+08 0.15494E+08 0.15059E+08


ANNEXES

199

13 0.13078E+07 0.70520E-04 -0.10163E+08 0.11471E+08 0.10876E+08 15 0.13742E+07 0.92736E-04 -0.11942E+08 0.13316E+08 0.12685E+08 24 0.56665E+07 0.0000 -0.28959E+07 0.85625E+07 0.75436E+07 22 0.55458E+07 0.0000 -0.23968E+07 0.79425E+07 0.70563E+07 25 0.11151E+08 0.0000 -0.11920E+07 0.12343E+08 0.11792E+08 27 0.11736E+08 0.0000 -0.13983E+07 0.13134E+08 0.12494E+08 36 0.24350E+08 -0.63996E-03 -0.67393E+06 0.25024E+08 0.24694E+08 34 0.22553E+08 -0.64438E-03 -0.58937E+06 0.23142E+08 0.22853E+08 37 0.27267E+08 -0.12960E-02 -0.48748E+06 0.27754E+08 0.27514E+08 39 0.29581E+08 -0.13232E-02 -0.55474E+06 0.30136E+08 0.29862E+08 48 0.35020E+08 -0.23715E-02 -0.46859E+06 0.35489E+08 0.35257E+08 46 0.32165E+08 -0.22852E-02 -0.41325E+06 0.32578E+08 0.32373E+08 Max= 0.35020E+08 0.65848E-03 -0.41325E+06 0.35489E+08 0.35257E+08 Min= 0.68760E+06 -0.23715E-02 -0.22183E+08 0.79425E+07 0.70563E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 60 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.66845E+06 0.46646E-03 -0.17826E+08 0.18495E+08 0.18170E+08 3 0.72138E+06 0.56821E-03 -0.20393E+08 0.21114E+08 0.20763E+08 12 0.88639E+06 0.29575E-03 -0.16597E+08 0.17483E+08 0.17057E+08 10 0.82641E+06 0.23784E-03 -0.14419E+08 0.15245E+08 0.14849E+08 13 0.13509E+07 0.51988E-04 -0.88208E+07 0.10172E+08 0.95680E+07 15 0.14239E+07 0.67076E-04 -0.10331E+08 0.11755E+08 0.11112E+08 24 0.41778E+07 0.0000 -0.35213E+07 0.76991E+07 0.66757E+07 22 0.40672E+07 0.0000 -0.29297E+07 0.69970E+07 0.60862E+07 25 0.10890E+08 0.0000 -0.10942E+07 0.11985E+08 0.11477E+08 27 0.11551E+08 0.0000 -0.12736E+07 0.12824E+08 0.12237E+08 36 0.20557E+08 -0.37701E-03 -0.71564E+06 0.21272E+08 0.20924E+08 34 0.19030E+08 -0.38297E-03 -0.62618E+06 0.19656E+08 0.19350E+08 37 0.25003E+08 -0.10953E-02 -0.47659E+06 0.25479E+08 0.25244E+08 39 0.27185E+08 -0.11259E-02 -0.54115E+06 0.27726E+08 0.27460E+08 48 0.31079E+08 -0.18016E-02 -0.47335E+06 0.31552E+08 0.31318E+08 46 0.28509E+08 -0.17308E-02 -0.41797E+06 0.28927E+08 0.28721E+08 Max= 0.31079E+08 0.56821E-03 -0.41797E+06 0.31552E+08 0.31318E+08 Min= 0.66845E+06 -0.18016E-02 -0.20393E+08 0.69970E+07 0.60862E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.66845E+06 0.46646E-03 -0.17826E+08 0.18495E+08 0.18170E+08 3 0.72138E+06 0.56821E-03 -0.20393E+08 0.21114E+08 0.20763E+08 12 0.88639E+06 0.29575E-03 -0.16597E+08 0.17483E+08 0.17057E+08 10 0.82641E+06 0.23784E-03 -0.14419E+08 0.15245E+08 0.14849E+08 13 0.13509E+07 0.51988E-04 -0.88208E+07 0.10172E+08 0.95680E+07 15 0.14239E+07 0.67076E-04 -0.10331E+08 0.11755E+08 0.11112E+08 24 0.41778E+07 0.0000 -0.35213E+07 0.76991E+07 0.66757E+07 22 0.40672E+07 0.0000 -0.29297E+07 0.69970E+07 0.60862E+07 25 0.10890E+08 0.0000 -0.10942E+07 0.11985E+08 0.11477E+08 27 0.11551E+08 0.0000 -0.12736E+07 0.12824E+08 0.12237E+08 36 0.20557E+08 -0.37701E-03 -0.71564E+06 0.21272E+08 0.20924E+08 34 0.19030E+08 -0.38297E-03 -0.62618E+06 0.19656E+08 0.19350E+08 37 0.25003E+08 -0.10953E-02 -0.47659E+06 0.25479E+08 0.25244E+08 39 0.27185E+08 -0.11259E-02 -0.54115E+06 0.27726E+08 0.27460E+08 48 0.31079E+08 -0.18016E-02 -0.47335E+06 0.31552E+08 0.31318E+08 46 0.28509E+08 -0.17308E-02 -0.41797E+06 0.28927E+08 0.28721E+08 Max= 0.31079E+08 0.56821E-03 -0.41797E+06 0.31552E+08 0.31318E+08 Min= 0.66845E+06 -0.18016E-02 -0.20393E+08 0.69970E+07 0.60862E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 61 SECTION ID = 49 ELEMENT NODE = 1


ANNEXES

200

SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.58009E+07 0.58009E+07 0.58009E+07 3 0.0000 0.0000 -0.60194E+07 0.60194E+07 0.60194E+07 12 0.0000 0.0000 -0.12211E+08 0.12211E+08 0.12211E+08 10 0.0000 0.0000 -0.11040E+08 0.11040E+08 0.11040E+08 13 0.14200E+06 0.0000 0.0000 0.14200E+06 0.14200E+06 15 0.10041E+07 0.0000 0.0000 0.10041E+07 0.10041E+07 24 0.0000 0.0000 -0.13944E+08 0.13944E+08 0.13944E+08 22 0.0000 0.0000 -0.12506E+08 0.12506E+08 0.12506E+08 25 0.33075E+07 0.0000 0.0000 0.33075E+07 0.33075E+07 27 0.47451E+07 0.0000 0.0000 0.47451E+07 0.47451E+07 36 0.0000 0.0000 -0.10203E+08 0.10203E+08 0.10203E+08 34 0.0000 0.0000 -0.93406E+07 0.93406E+07 0.93406E+07 37 0.18413E+07 0.0000 0.0000 0.18413E+07 0.18413E+07 39 0.30124E+07 0.0000 0.0000 0.30124E+07 0.30124E+07 48 0.0000 0.0000 -0.31792E+07 0.31792E+07 0.31792E+07 46 0.0000 0.0000 -0.33977E+07 0.33977E+07 0.33977E+07 Max= 0.47451E+07 0.0000 0.0000 0.13944E+08 0.13944E+08 Min= 0.0000 0.0000 -0.13944E+08 0.14200E+06 0.14200E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.58009E+07 0.58009E+07 0.58009E+07 3 0.0000 0.0000 -0.60194E+07 0.60194E+07 0.60194E+07 12 0.0000 0.0000 -0.12211E+08 0.12211E+08 0.12211E+08 10 0.0000 0.0000 -0.11040E+08 0.11040E+08 0.11040E+08 13 0.14200E+06 0.0000 0.0000 0.14200E+06 0.14200E+06 15 0.10041E+07 0.0000 0.0000 0.10041E+07 0.10041E+07 24 0.0000 0.0000 -0.13944E+08 0.13944E+08 0.13944E+08 22 0.0000 0.0000 -0.12506E+08 0.12506E+08 0.12506E+08 25 0.33075E+07 0.0000 0.0000 0.33075E+07 0.33075E+07 27 0.47451E+07 0.0000 0.0000 0.47451E+07 0.47451E+07 36 0.0000 0.0000 -0.10203E+08 0.10203E+08 0.10203E+08 34 0.0000 0.0000 -0.93406E+07 0.93406E+07 0.93406E+07 37 0.18413E+07 0.0000 0.0000 0.18413E+07 0.18413E+07 39 0.30124E+07 0.0000 0.0000 0.30124E+07 0.30124E+07 48 0.0000 0.0000 -0.31792E+07 0.31792E+07 0.31792E+07 46 0.0000 0.0000 -0.33977E+07 0.33977E+07 0.33977E+07 Max= 0.47451E+07 0.0000 0.0000 0.13944E+08 0.13944E+08 Min= 0.0000 0.0000 -0.13944E+08 0.14200E+06 0.14200E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 62 SECTION ID = 49 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.21404E+07 0.0000 0.0000 0.21404E+07 0.21404E+07 3 0.24337E+07 0.0000 0.0000 0.24337E+07 0.24337E+07 12 0.20238E+07 0.0000 0.0000 0.20238E+07 0.20238E+07 10 0.17936E+07 0.0000 0.0000 0.17936E+07 0.17936E+07 13 0.15422E+07 0.0000 0.0000 0.15422E+07 0.15422E+07 15 0.17267E+07 0.0000 0.0000 0.17267E+07 0.17267E+07 24 0.73715E+06 0.0000 0.0000 0.73715E+06 0.73715E+06 22 0.70483E+06 0.0000 0.0000 0.70483E+06 0.70483E+06 25 0.34929E+06 0.0000 0.0000 0.34929E+06 0.34929E+06 27 0.31697E+06 0.0000 0.0000 0.31697E+06 0.31697E+06 36 0.0000 0.0000 -0.67262E+06 0.67262E+06 0.67262E+06 34 0.0000 0.0000 -0.48805E+06 0.48805E+06 0.48805E+06 37 0.0000 0.0000 -0.73945E+06 0.73945E+06 0.73945E+06 39 0.0000 0.0000 -0.96973E+06 0.96973E+06 0.96973E+06 48 0.0000 0.0000 -0.13796E+07 0.13796E+07 0.13796E+07 46 0.0000 0.0000 -0.10863E+07 0.10863E+07 0.10863E+07 Max= 0.24337E+07 0.0000 0.0000 0.24337E+07 0.24337E+07 Min= 0.0000 0.0000 -0.13796E+07 0.31697E+06 0.31697E+06


ANNEXES

201

ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.21404E+07 0.0000 0.0000 0.21404E+07 0.21404E+07 3 0.24337E+07 0.0000 0.0000 0.24337E+07 0.24337E+07 12 0.20238E+07 0.0000 0.0000 0.20238E+07 0.20238E+07 10 0.17936E+07 0.0000 0.0000 0.17936E+07 0.17936E+07 13 0.15422E+07 0.0000 0.0000 0.15422E+07 0.15422E+07 15 0.17267E+07 0.0000 0.0000 0.17267E+07 0.17267E+07 24 0.73715E+06 0.0000 0.0000 0.73715E+06 0.73715E+06 22 0.70483E+06 0.0000 0.0000 0.70483E+06 0.70483E+06 25 0.34929E+06 0.0000 0.0000 0.34929E+06 0.34929E+06 27 0.31697E+06 0.0000 0.0000 0.31697E+06 0.31697E+06 36 0.0000 0.0000 -0.67262E+06 0.67262E+06 0.67262E+06 34 0.0000 0.0000 -0.48805E+06 0.48805E+06 0.48805E+06 37 0.0000 0.0000 -0.73945E+06 0.73945E+06 0.73945E+06 39 0.0000 0.0000 -0.96973E+06 0.96973E+06 0.96973E+06 48 0.0000 0.0000 -0.13796E+07 0.13796E+07 0.13796E+07 46 0.0000 0.0000 -0.10863E+07 0.10863E+07 0.10863E+07 Max= 0.24337E+07 0.0000 0.0000 0.24337E+07 0.24337E+07 Min= 0.0000 0.0000 -0.13796E+07 0.31697E+06 0.31697E+06


ANNEXES

202

F.3.5.- Resultats del cas 5 LOAD STEP= 1 SUBSTEP= 1 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 1 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 -0.40745E-09 0.40745E-09 0.40745E-09 12 0.55226E+07 0.0000 0.0000 0.55226E+07 0.55226E+07 10 0.52451E+07 0.0000 0.0000 0.52451E+07 0.52451E+07 13 0.0000 0.0000 -0.52451E+07 0.52451E+07 0.52451E+07 15 0.0000 0.0000 -0.55226E+07 0.55226E+07 0.55226E+07 24 0.78102E+07 0.0000 0.0000 0.78102E+07 0.78102E+07 22 0.74177E+07 0.0000 0.0000 0.74177E+07 0.74177E+07 25 0.0000 0.0000 -0.74177E+07 0.74177E+07 0.74177E+07 27 0.0000 0.0000 -0.78102E+07 0.78102E+07 0.78102E+07 36 0.55226E+07 0.0000 0.0000 0.55226E+07 0.55226E+07 34 0.52451E+07 0.0000 0.0000 0.52451E+07 0.52451E+07 37 0.0000 0.0000 -0.52451E+07 0.52451E+07 0.52451E+07 39 0.0000 0.0000 -0.55226E+07 0.55226E+07 0.55226E+07 48 0.17462E-09 0.0000 0.0000 0.17462E-09 0.17462E-09 46 0.23283E-09 0.0000 0.0000 0.23283E-09 0.23283E-09 Max= 0.78102E+07 0.0000 0.0000 0.78102E+07 0.78102E+07 Min= 0.0000 0.0000 -0.78102E+07 0.0000 0.0000 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 -0.40745E-09 0.40745E-09 0.40745E-09 12 0.55226E+07 0.0000 0.0000 0.55226E+07 0.55226E+07 10 0.52451E+07 0.0000 0.0000 0.52451E+07 0.52451E+07 13 0.0000 0.0000 -0.52451E+07 0.52451E+07 0.52451E+07 15 0.0000 0.0000 -0.55226E+07 0.55226E+07 0.55226E+07 24 0.78102E+07 0.0000 0.0000 0.78102E+07 0.78102E+07 22 0.74177E+07 0.0000 0.0000 0.74177E+07 0.74177E+07 25 0.0000 0.0000 -0.74177E+07 0.74177E+07 0.74177E+07 27 0.0000 0.0000 -0.78102E+07 0.78102E+07 0.78102E+07 36 0.55226E+07 0.0000 0.0000 0.55226E+07 0.55226E+07 34 0.52451E+07 0.0000 0.0000 0.52451E+07 0.52451E+07 37 0.0000 0.0000 -0.52451E+07 0.52451E+07 0.52451E+07 39 0.0000 0.0000 -0.55226E+07 0.55226E+07 0.55226E+07 48 0.17462E-09 0.0000 0.0000 0.17462E-09 0.17462E-09 46 0.23283E-09 0.0000 0.0000 0.23283E-09 0.23283E-09 Max= 0.78102E+07 0.0000 0.0000 0.78102E+07 0.78102E+07 Min= 0.0000 0.0000 -0.78102E+07 0.0000 0.0000 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 2 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.25266E-05 0.24424E-16 -0.22460E-05 0.47726E-05 0.41356E-05 3 0.26605E-05 0.25717E-16 -0.23647E-05 0.50252E-05 0.43544E-05 12 0.63426E+07 0.0000 0.0000 0.63426E+07 0.63426E+07 10 0.60239E+07 0.0000 0.0000 0.60239E+07 0.60239E+07 13 0.0000 0.0000 -0.60239E+07 0.60239E+07 0.60239E+07 15 0.0000 0.0000 -0.63426E+07 0.63426E+07 0.63426E+07 24 0.89698E+07 0.0000 0.0000 0.89698E+07 0.89698E+07 22 0.85190E+07 0.0000 0.0000 0.85190E+07 0.85190E+07 25 0.0000 0.0000 -0.85190E+07 0.85190E+07 0.85190E+07


ANNEXES

203

27 0.0000 0.0000 -0.89698E+07 0.89698E+07 0.89698E+07 36 0.63426E+07 0.0000 0.0000 0.63426E+07 0.63426E+07 34 0.60239E+07 0.0000 0.0000 0.60239E+07 0.60239E+07 37 0.0000 0.0000 -0.60239E+07 0.60239E+07 0.60239E+07 39 0.0000 0.0000 -0.63426E+07 0.63426E+07 0.63426E+07 48 0.23644E-05 0.22866E-16 -0.26608E-05 0.50252E-05 0.43545E-05 46 0.22457E-05 0.21717E-16 -0.25270E-05 0.47727E-05 0.41356E-05 Max= 0.89698E+07 0.25717E-16 0.0000 0.89698E+07 0.89698E+07 Min= 0.0000 0.0000 -0.89698E+07 0.47726E-05 0.41356E-05 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.25266E-05 0.24424E-16 -0.22460E-05 0.47726E-05 0.41356E-05 3 0.26605E-05 0.25717E-16 -0.23647E-05 0.50252E-05 0.43544E-05 12 0.63426E+07 0.0000 0.0000 0.63426E+07 0.63426E+07 10 0.60239E+07 0.0000 0.0000 0.60239E+07 0.60239E+07 13 0.0000 0.0000 -0.60239E+07 0.60239E+07 0.60239E+07 15 0.0000 0.0000 -0.63426E+07 0.63426E+07 0.63426E+07 24 0.89698E+07 0.0000 0.0000 0.89698E+07 0.89698E+07 22 0.85190E+07 0.0000 0.0000 0.85190E+07 0.85190E+07 25 0.0000 0.0000 -0.85190E+07 0.85190E+07 0.85190E+07 27 0.0000 0.0000 -0.89698E+07 0.89698E+07 0.89698E+07 36 0.63426E+07 0.0000 0.0000 0.63426E+07 0.63426E+07 34 0.60239E+07 0.0000 0.0000 0.60239E+07 0.60239E+07 37 0.0000 0.0000 -0.60239E+07 0.60239E+07 0.60239E+07 39 0.0000 0.0000 -0.63426E+07 0.63426E+07 0.63426E+07 48 0.23644E-05 0.22866E-16 -0.26608E-05 0.50252E-05 0.43545E-05 46 0.22457E-05 0.21717E-16 -0.25270E-05 0.47727E-05 0.41356E-05 Max= 0.89698E+07 0.25717E-16 0.0000 0.89698E+07 0.89698E+07 Min= 0.0000 0.0000 -0.89698E+07 0.47726E-05 0.41356E-05 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 3 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.44622E-05 0.43144E-16 -0.45186E-05 0.89808E-05 0.77776E-05 3 0.46981E-05 0.45422E-16 -0.47578E-05 0.94559E-05 0.81891E-05 12 0.63426E+07 0.0000 0.0000 0.63426E+07 0.63426E+07 10 0.60239E+07 0.0000 0.0000 0.60239E+07 0.60239E+07 13 0.0000 0.0000 -0.60239E+07 0.60239E+07 0.60239E+07 15 0.0000 0.0000 -0.63426E+07 0.63426E+07 0.63426E+07 24 0.89698E+07 0.0000 0.0000 0.89698E+07 0.89698E+07 22 0.85190E+07 0.0000 0.0000 0.85190E+07 0.85190E+07 25 0.0000 0.0000 -0.85190E+07 0.85190E+07 0.85190E+07 27 0.0000 0.0000 -0.89698E+07 0.89698E+07 0.89698E+07 36 0.63426E+07 0.0000 0.0000 0.63426E+07 0.63426E+07 34 0.60239E+07 0.0000 0.0000 0.60239E+07 0.60239E+07 37 0.0000 0.0000 -0.60239E+07 0.60239E+07 0.60239E+07 39 0.0000 0.0000 -0.63426E+07 0.63426E+07 0.63426E+07 48 0.47578E-05 0.46002E-16 -0.46981E-05 0.94559E-05 0.81891E-05 46 0.45187E-05 0.43687E-16 -0.44621E-05 0.89808E-05 0.77776E-05 Max= 0.89698E+07 0.46002E-16 0.0000 0.89698E+07 0.89698E+07 Min= 0.0000 0.0000 -0.89698E+07 0.89808E-05 0.77776E-05 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.44622E-05 0.43144E-16 -0.45186E-05 0.89808E-05 0.77776E-05 3 0.46981E-05 0.45422E-16 -0.47578E-05 0.94559E-05 0.81891E-05 12 0.63426E+07 0.0000 0.0000 0.63426E+07 0.63426E+07 10 0.60239E+07 0.0000 0.0000 0.60239E+07 0.60239E+07 13 0.0000 0.0000 -0.60239E+07 0.60239E+07 0.60239E+07 15 0.0000 0.0000 -0.63426E+07 0.63426E+07 0.63426E+07 24 0.89698E+07 0.0000 0.0000 0.89698E+07 0.89698E+07


ANNEXES

204

22 0.85190E+07 0.0000 0.0000 0.85190E+07 0.85190E+07 25 0.0000 0.0000 -0.85190E+07 0.85190E+07 0.85190E+07 27 0.0000 0.0000 -0.89698E+07 0.89698E+07 0.89698E+07 36 0.63426E+07 0.0000 0.0000 0.63426E+07 0.63426E+07 34 0.60239E+07 0.0000 0.0000 0.60239E+07 0.60239E+07 37 0.0000 0.0000 -0.60239E+07 0.60239E+07 0.60239E+07 39 0.0000 0.0000 -0.63426E+07 0.63426E+07 0.63426E+07 48 0.47578E-05 0.46002E-16 -0.46981E-05 0.94559E-05 0.81891E-05 46 0.45187E-05 0.43687E-16 -0.44621E-05 0.89808E-05 0.77776E-05 Max= 0.89698E+07 0.46002E-16 0.0000 0.89698E+07 0.89698E+07 Min= 0.0000 0.0000 -0.89698E+07 0.89808E-05 0.77776E-05 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 4 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.46566E-09 0.46566E-09 0.46566E-09 3 0.0000 0.0000 -0.40745E-09 0.40745E-09 0.40745E-09 12 0.55226E+07 0.0000 0.0000 0.55226E+07 0.55226E+07 10 0.52451E+07 0.0000 0.0000 0.52451E+07 0.52451E+07 13 0.0000 0.0000 -0.52451E+07 0.52451E+07 0.52451E+07 15 0.0000 0.0000 -0.55226E+07 0.55226E+07 0.55226E+07 24 0.78102E+07 0.0000 0.0000 0.78102E+07 0.78102E+07 22 0.74177E+07 0.0000 0.0000 0.74177E+07 0.74177E+07 25 0.0000 0.0000 -0.74177E+07 0.74177E+07 0.74177E+07 27 0.0000 0.0000 -0.78102E+07 0.78102E+07 0.78102E+07 36 0.55226E+07 0.0000 0.0000 0.55226E+07 0.55226E+07 34 0.52451E+07 0.0000 0.0000 0.52451E+07 0.52451E+07 37 0.0000 0.0000 -0.52451E+07 0.52451E+07 0.52451E+07 39 0.0000 0.0000 -0.55226E+07 0.55226E+07 0.55226E+07 48 0.40745E-09 0.0000 0.0000 0.40745E-09 0.40745E-09 46 0.23283E-09 0.0000 0.0000 0.23283E-09 0.23283E-09 Max= 0.78102E+07 0.0000 0.0000 0.78102E+07 0.78102E+07 Min= 0.0000 0.0000 -0.78102E+07 0.23283E-09 0.23283E-09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.46566E-09 0.46566E-09 0.46566E-09 3 0.0000 0.0000 -0.40745E-09 0.40745E-09 0.40745E-09 12 0.55226E+07 0.0000 0.0000 0.55226E+07 0.55226E+07 10 0.52451E+07 0.0000 0.0000 0.52451E+07 0.52451E+07 13 0.0000 0.0000 -0.52451E+07 0.52451E+07 0.52451E+07 15 0.0000 0.0000 -0.55226E+07 0.55226E+07 0.55226E+07 24 0.78102E+07 0.0000 0.0000 0.78102E+07 0.78102E+07 22 0.74177E+07 0.0000 0.0000 0.74177E+07 0.74177E+07 25 0.0000 0.0000 -0.74177E+07 0.74177E+07 0.74177E+07 27 0.0000 0.0000 -0.78102E+07 0.78102E+07 0.78102E+07 36 0.55226E+07 0.0000 0.0000 0.55226E+07 0.55226E+07 34 0.52451E+07 0.0000 0.0000 0.52451E+07 0.52451E+07 37 0.0000 0.0000 -0.52451E+07 0.52451E+07 0.52451E+07 39 0.0000 0.0000 -0.55226E+07 0.55226E+07 0.55226E+07 48 0.40745E-09 0.0000 0.0000 0.40745E-09 0.40745E-09 46 0.23283E-09 0.0000 0.0000 0.23283E-09 0.23283E-09 Max= 0.78102E+07 0.0000 0.0000 0.78102E+07 0.78102E+07 Min= 0.0000 0.0000 -0.78102E+07 0.23283E-09 0.23283E-09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 5 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.82744E-04 -0.98823E-14 -0.67331E-06 0.83417E-04 0.83083E-04


ANNEXES

205

3 0.88989E-04 -0.10628E-13 -0.72413E-06 0.89713E-04 0.89353E-04 12 0.74784E+07 0.0000 0.0000 0.74784E+07 0.74784E+07 10 0.69536E+07 0.0000 0.0000 0.69536E+07 0.69536E+07 13 0.0000 0.0000 -0.69536E+07 0.69536E+07 0.69536E+07 15 0.0000 0.0000 -0.74784E+07 0.74784E+07 0.74784E+07 24 0.10576E+08 0.0000 0.0000 0.10576E+08 0.10576E+08 22 0.98339E+07 0.0000 0.0000 0.98339E+07 0.98339E+07 25 0.0000 0.0000 -0.98339E+07 0.98339E+07 0.98339E+07 27 0.0000 0.0000 -0.10576E+08 0.10576E+08 0.10576E+08 36 0.74784E+07 0.0000 0.0000 0.74784E+07 0.74784E+07 34 0.69536E+07 0.0000 0.0000 0.69536E+07 0.69536E+07 37 0.0000 0.0000 -0.69536E+07 0.69536E+07 0.69536E+07 39 0.0000 0.0000 -0.74784E+07 0.74784E+07 0.74784E+07 48 0.72414E-06 0.11495E-13 -0.88988E-04 0.89712E-04 0.89352E-04 46 0.67332E-06 0.10688E-13 -0.82743E-04 0.83417E-04 0.83082E-04 Max= 0.10576E+08 0.11495E-13 0.0000 0.10576E+08 0.10576E+08 Min= 0.0000 -0.10628E-13 -0.10576E+08 0.83417E-04 0.83082E-04 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.82744E-04 -0.98823E-14 -0.67331E-06 0.83417E-04 0.83083E-04 3 0.88989E-04 -0.10628E-13 -0.72413E-06 0.89713E-04 0.89353E-04 12 0.74784E+07 0.0000 0.0000 0.74784E+07 0.74784E+07 10 0.69536E+07 0.0000 0.0000 0.69536E+07 0.69536E+07 13 0.0000 0.0000 -0.69536E+07 0.69536E+07 0.69536E+07 15 0.0000 0.0000 -0.74784E+07 0.74784E+07 0.74784E+07 24 0.10576E+08 0.0000 0.0000 0.10576E+08 0.10576E+08 22 0.98339E+07 0.0000 0.0000 0.98339E+07 0.98339E+07 25 0.0000 0.0000 -0.98339E+07 0.98339E+07 0.98339E+07 27 0.0000 0.0000 -0.10576E+08 0.10576E+08 0.10576E+08 36 0.74784E+07 0.0000 0.0000 0.74784E+07 0.74784E+07 34 0.69536E+07 0.0000 0.0000 0.69536E+07 0.69536E+07 37 0.0000 0.0000 -0.69536E+07 0.69536E+07 0.69536E+07 39 0.0000 0.0000 -0.74784E+07 0.74784E+07 0.74784E+07 48 0.72414E-06 0.11495E-13 -0.88988E-04 0.89712E-04 0.89352E-04 46 0.67332E-06 0.10688E-13 -0.82743E-04 0.83417E-04 0.83082E-04 Max= 0.10576E+08 0.11495E-13 0.0000 0.10576E+08 0.10576E+08 Min= 0.0000 -0.10628E-13 -0.10576E+08 0.83417E-04 0.83082E-04 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 6 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.24372E-03 -0.27152E-12 -0.23235E-06 0.24395E-03 0.24384E-03 3 0.26211E-03 -0.29201E-12 -0.24989E-06 0.26236E-03 0.26224E-03 12 0.22435E+08 0.0000 0.0000 0.22435E+08 0.22435E+08 10 0.20861E+08 0.0000 0.0000 0.20861E+08 0.20861E+08 13 0.0000 0.0000 -0.20861E+08 0.20861E+08 0.20861E+08 15 0.0000 0.0000 -0.22435E+08 0.22435E+08 0.22435E+08 24 0.31728E+08 0.0000 0.0000 0.31728E+08 0.31728E+08 22 0.29502E+08 0.0000 0.0000 0.29502E+08 0.29502E+08 25 0.0000 0.0000 -0.29502E+08 0.29502E+08 0.29502E+08 27 0.0000 0.0000 -0.31728E+08 0.31728E+08 0.31728E+08 36 0.22435E+08 0.0000 0.0000 0.22435E+08 0.22435E+08 34 0.20861E+08 0.0000 0.0000 0.20861E+08 0.20861E+08 37 0.0000 0.0000 -0.20861E+08 0.20861E+08 0.20861E+08 39 0.0000 0.0000 -0.22435E+08 0.22435E+08 0.22435E+08 48 0.24989E-06 0.29454E-12 -0.26211E-03 0.26236E-03 0.26224E-03 46 0.23235E-06 0.27387E-12 -0.24372E-03 0.24395E-03 0.24384E-03 Max= 0.31728E+08 0.29454E-12 0.0000 0.31728E+08 0.31728E+08 Min= 0.0000 -0.29201E-12 -0.31728E+08 0.24395E-03 0.24384E-03 ELEMENT NODE = 2


ANNEXES

206

SEC NODE S1 S2 S3 SINT SEQV 1 0.24372E-03 -0.27152E-12 -0.23235E-06 0.24395E-03 0.24384E-03 3 0.26211E-03 -0.29201E-12 -0.24989E-06 0.26236E-03 0.26224E-03 12 0.22435E+08 0.0000 0.0000 0.22435E+08 0.22435E+08 10 0.20861E+08 0.0000 0.0000 0.20861E+08 0.20861E+08 13 0.0000 0.0000 -0.20861E+08 0.20861E+08 0.20861E+08 15 0.0000 0.0000 -0.22435E+08 0.22435E+08 0.22435E+08 24 0.31728E+08 0.0000 0.0000 0.31728E+08 0.31728E+08 22 0.29502E+08 0.0000 0.0000 0.29502E+08 0.29502E+08 25 0.0000 0.0000 -0.29502E+08 0.29502E+08 0.29502E+08 27 0.0000 0.0000 -0.31728E+08 0.31728E+08 0.31728E+08 36 0.22435E+08 0.0000 0.0000 0.22435E+08 0.22435E+08 34 0.20861E+08 0.0000 0.0000 0.20861E+08 0.20861E+08 37 0.0000 0.0000 -0.20861E+08 0.20861E+08 0.20861E+08 39 0.0000 0.0000 -0.22435E+08 0.22435E+08 0.22435E+08 48 0.24989E-06 0.29454E-12 -0.26211E-03 0.26236E-03 0.26224E-03 46 0.23235E-06 0.27387E-12 -0.24372E-03 0.24395E-03 0.24384E-03 Max= 0.31728E+08 0.29454E-12 0.0000 0.31728E+08 0.31728E+08 Min= 0.0000 -0.29201E-12 -0.31728E+08 0.24395E-03 0.24384E-03 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 7 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.41582E-03 -0.14275E-11 -0.12962E-06 0.41595E-03 0.41588E-03 3 0.44722E-03 -0.15354E-11 -0.13940E-06 0.44736E-03 0.44729E-03 12 0.37392E+08 0.0000 0.0000 0.37392E+08 0.37392E+08 10 0.34768E+08 0.0000 0.0000 0.34768E+08 0.34768E+08 13 0.0000 0.0000 -0.34768E+08 0.34768E+08 0.34768E+08 15 0.0000 0.0000 -0.37392E+08 0.37392E+08 0.37392E+08 24 0.52880E+08 0.0000 0.0000 0.52880E+08 0.52880E+08 22 0.49169E+08 0.0000 0.0000 0.49169E+08 0.49169E+08 25 0.0000 0.0000 -0.49169E+08 0.49169E+08 0.49169E+08 27 0.0000 0.0000 -0.52880E+08 0.52880E+08 0.52880E+08 36 0.37392E+08 0.0000 0.0000 0.37392E+08 0.37392E+08 34 0.34768E+08 0.0000 0.0000 0.34768E+08 0.34768E+08 37 0.0000 0.0000 -0.34768E+08 0.34768E+08 0.34768E+08 39 0.0000 0.0000 -0.37392E+08 0.37392E+08 0.37392E+08 48 0.13929E-06 0.15434E-11 -0.44757E-03 0.44771E-03 0.44764E-03 46 0.12952E-06 0.14351E-11 -0.41617E-03 0.41630E-03 0.41623E-03 Max= 0.52880E+08 0.15434E-11 0.0000 0.52880E+08 0.52880E+08 Min= 0.0000 -0.15354E-11 -0.52880E+08 0.41595E-03 0.41588E-03 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.41582E-03 -0.14275E-11 -0.12962E-06 0.41595E-03 0.41588E-03 3 0.44722E-03 -0.15354E-11 -0.13940E-06 0.44736E-03 0.44729E-03 12 0.37392E+08 0.0000 0.0000 0.37392E+08 0.37392E+08 10 0.34768E+08 0.0000 0.0000 0.34768E+08 0.34768E+08 13 0.0000 0.0000 -0.34768E+08 0.34768E+08 0.34768E+08 15 0.0000 0.0000 -0.37392E+08 0.37392E+08 0.37392E+08 24 0.52880E+08 0.0000 0.0000 0.52880E+08 0.52880E+08 22 0.49169E+08 0.0000 0.0000 0.49169E+08 0.49169E+08 25 0.0000 0.0000 -0.49169E+08 0.49169E+08 0.49169E+08 27 0.0000 0.0000 -0.52880E+08 0.52880E+08 0.52880E+08 36 0.37392E+08 0.0000 0.0000 0.37392E+08 0.37392E+08 34 0.34768E+08 0.0000 0.0000 0.34768E+08 0.34768E+08 37 0.0000 0.0000 -0.34768E+08 0.34768E+08 0.34768E+08 39 0.0000 0.0000 -0.37392E+08 0.37392E+08 0.37392E+08 48 0.13929E-06 0.15434E-11 -0.44757E-03 0.44771E-03 0.44764E-03 46 0.12952E-06 0.14351E-11 -0.41617E-03 0.41630E-03 0.41623E-03 Max= 0.52880E+08 0.15434E-11 0.0000 0.52880E+08 0.52880E+08 Min= 0.0000 -0.15354E-11 -0.52880E+08 0.41595E-03 0.41588E-03


ANNEXES

207

STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 8 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.59874E-03 -0.42700E-11 -0.90020E-07 0.59883E-03 0.59879E-03 3 0.64400E-03 -0.45936E-11 -0.96803E-07 0.64410E-03 0.64405E-03 12 0.52349E+08 0.0000 0.0000 0.52349E+08 0.52349E+08 10 0.48675E+08 0.0000 0.0000 0.48675E+08 0.48675E+08 13 0.0000 0.0000 -0.48675E+08 0.48675E+08 0.48675E+08 15 0.0000 0.0000 -0.52349E+08 0.52349E+08 0.52349E+08 24 0.74033E+08 0.0000 0.0000 0.74033E+08 0.74033E+08 22 0.68837E+08 0.0000 0.0000 0.68837E+08 0.68837E+08 25 0.0000 0.0000 -0.68837E+08 0.68837E+08 0.68837E+08 27 0.0000 0.0000 -0.74033E+08 0.74033E+08 0.74033E+08 36 0.52349E+08 0.0000 0.0000 0.52349E+08 0.52349E+08 34 0.48675E+08 0.0000 0.0000 0.48675E+08 0.48675E+08 37 0.0000 0.0000 -0.48675E+08 0.48675E+08 0.48675E+08 39 0.0000 0.0000 -0.52349E+08 0.52349E+08 0.52349E+08 48 0.96537E-07 0.46379E-11 -0.64577E-03 0.64587E-03 0.64582E-03 46 0.89753E-07 0.43139E-11 -0.60052E-03 0.60061E-03 0.60056E-03 Max= 0.74033E+08 0.46379E-11 0.0000 0.74033E+08 0.74033E+08 Min= 0.0000 -0.45936E-11 -0.74033E+08 0.59883E-03 0.59879E-03 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.59874E-03 -0.42700E-11 -0.90020E-07 0.59883E-03 0.59879E-03 3 0.64400E-03 -0.45936E-11 -0.96803E-07 0.64410E-03 0.64405E-03 12 0.52349E+08 0.0000 0.0000 0.52349E+08 0.52349E+08 10 0.48675E+08 0.0000 0.0000 0.48675E+08 0.48675E+08 13 0.0000 0.0000 -0.48675E+08 0.48675E+08 0.48675E+08 15 0.0000 0.0000 -0.52349E+08 0.52349E+08 0.52349E+08 24 0.74033E+08 0.0000 0.0000 0.74033E+08 0.74033E+08 22 0.68837E+08 0.0000 0.0000 0.68837E+08 0.68837E+08 25 0.0000 0.0000 -0.68837E+08 0.68837E+08 0.68837E+08 27 0.0000 0.0000 -0.74033E+08 0.74033E+08 0.74033E+08 36 0.52349E+08 0.0000 0.0000 0.52349E+08 0.52349E+08 34 0.48675E+08 0.0000 0.0000 0.48675E+08 0.48675E+08 37 0.0000 0.0000 -0.48675E+08 0.48675E+08 0.48675E+08 39 0.0000 0.0000 -0.52349E+08 0.52349E+08 0.52349E+08 48 0.96537E-07 0.46379E-11 -0.64577E-03 0.64587E-03 0.64582E-03 46 0.89753E-07 0.43139E-11 -0.60052E-03 0.60061E-03 0.60056E-03 Max= 0.74033E+08 0.46379E-11 0.0000 0.74033E+08 0.74033E+08 Min= 0.0000 -0.45936E-11 -0.74033E+08 0.59883E-03 0.59879E-03 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 9 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.76418E-03 -0.85948E-11 -0.72896E-07 0.76425E-03 0.76422E-03 3 0.82189E-03 -0.92448E-11 -0.78395E-07 0.82197E-03 0.82193E-03 12 0.67306E+08 0.0000 0.0000 0.67306E+08 0.67306E+08 10 0.62582E+08 0.0000 0.0000 0.62582E+08 0.62582E+08 13 0.0000 0.0000 -0.62582E+08 0.62582E+08 0.62582E+08 15 0.0000 0.0000 -0.67306E+08 0.67306E+08 0.67306E+08 24 0.95185E+08 0.0000 0.0000 0.95185E+08 0.95185E+08 22 0.88505E+08 0.0000 0.0000 0.88505E+08 0.88505E+08 25 0.0000 0.0000 -0.88505E+08 0.88505E+08 0.88505E+08 27 0.0000 0.0000 -0.95185E+08 0.95185E+08 0.95185E+08 36 0.67306E+08 0.0000 0.0000 0.67306E+08 0.67306E+08 34 0.62582E+08 0.0000 0.0000 0.62582E+08 0.62582E+08 37 0.0000 0.0000 -0.62582E+08 0.62582E+08 0.62582E+08 39 0.0000 0.0000 -0.67306E+08 0.67306E+08 0.67306E+08 48 0.78293E-07 0.92887E-11 -0.82295E-03 0.82303E-03 0.82299E-03


ANNEXES

208

46 0.72795E-07 0.86380E-11 -0.76524E-03 0.76531E-03 0.76528E-03 Max= 0.95185E+08 0.92887E-11 0.0000 0.95185E+08 0.95185E+08 Min= 0.0000 -0.92448E-11 -0.95185E+08 0.76425E-03 0.76422E-03 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.76418E-03 -0.85948E-11 -0.72896E-07 0.76425E-03 0.76422E-03 3 0.82189E-03 -0.92448E-11 -0.78395E-07 0.82197E-03 0.82193E-03 12 0.67306E+08 0.0000 0.0000 0.67306E+08 0.67306E+08 10 0.62582E+08 0.0000 0.0000 0.62582E+08 0.62582E+08 13 0.0000 0.0000 -0.62582E+08 0.62582E+08 0.62582E+08 15 0.0000 0.0000 -0.67306E+08 0.67306E+08 0.67306E+08 24 0.95185E+08 0.0000 0.0000 0.95185E+08 0.95185E+08 22 0.88505E+08 0.0000 0.0000 0.88505E+08 0.88505E+08 25 0.0000 0.0000 -0.88505E+08 0.88505E+08 0.88505E+08 27 0.0000 0.0000 -0.95185E+08 0.95185E+08 0.95185E+08 36 0.67306E+08 0.0000 0.0000 0.67306E+08 0.67306E+08 34 0.62582E+08 0.0000 0.0000 0.62582E+08 0.62582E+08 37 0.0000 0.0000 -0.62582E+08 0.62582E+08 0.62582E+08 39 0.0000 0.0000 -0.67306E+08 0.67306E+08 0.67306E+08 48 0.78293E-07 0.92887E-11 -0.82295E-03 0.82303E-03 0.82299E-03 46 0.72795E-07 0.86380E-11 -0.76524E-03 0.76531E-03 0.76528E-03 Max= 0.95185E+08 0.92887E-11 0.0000 0.95185E+08 0.95185E+08 Min= 0.0000 -0.92448E-11 -0.95185E+08 0.76425E-03 0.76422E-03 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 10 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.91857E-03 -0.14693E-10 -0.61635E-07 0.91864E-03 0.91861E-03 3 0.98795E-03 -0.15804E-10 -0.66283E-07 0.98802E-03 0.98798E-03 12 0.82263E+08 0.0000 0.0000 0.82263E+08 0.82263E+08 10 0.76490E+08 0.0000 0.0000 0.76490E+08 0.76490E+08 13 0.0000 0.0000 -0.76490E+08 0.76490E+08 0.76490E+08 15 0.0000 0.0000 -0.82263E+08 0.82263E+08 0.82263E+08 24 0.11634E+09 0.0000 0.0000 0.11634E+09 0.11634E+09 22 0.10817E+09 0.0000 0.0000 0.10817E+09 0.10817E+09 25 0.0000 0.0000 -0.10817E+09 0.10817E+09 0.10817E+09 27 0.0000 0.0000 -0.11634E+09 0.11634E+09 0.11634E+09 36 0.82263E+08 0.0000 0.0000 0.82263E+08 0.82263E+08 34 0.76490E+08 0.0000 0.0000 0.76490E+08 0.76490E+08 37 0.0000 0.0000 -0.76490E+08 0.76490E+08 0.76490E+08 39 0.0000 0.0000 -0.82263E+08 0.82263E+08 0.82263E+08 48 0.66189E-07 0.15881E-10 -0.98936E-03 0.98943E-03 0.98940E-03 46 0.61540E-07 0.14770E-10 -0.91999E-03 0.92005E-03 0.92002E-03 Max= 0.11634E+09 0.15881E-10 0.0000 0.11634E+09 0.11634E+09 Min= 0.0000 -0.15804E-10 -0.11634E+09 0.91864E-03 0.91861E-03 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.91857E-03 -0.14693E-10 -0.61635E-07 0.91864E-03 0.91861E-03 3 0.98795E-03 -0.15804E-10 -0.66283E-07 0.98802E-03 0.98798E-03 12 0.82263E+08 0.0000 0.0000 0.82263E+08 0.82263E+08 10 0.76490E+08 0.0000 0.0000 0.76490E+08 0.76490E+08 13 0.0000 0.0000 -0.76490E+08 0.76490E+08 0.76490E+08 15 0.0000 0.0000 -0.82263E+08 0.82263E+08 0.82263E+08 24 0.11634E+09 0.0000 0.0000 0.11634E+09 0.11634E+09 22 0.10817E+09 0.0000 0.0000 0.10817E+09 0.10817E+09 25 0.0000 0.0000 -0.10817E+09 0.10817E+09 0.10817E+09 27 0.0000 0.0000 -0.11634E+09 0.11634E+09 0.11634E+09 36 0.82263E+08 0.0000 0.0000 0.82263E+08 0.82263E+08 34 0.76490E+08 0.0000 0.0000 0.76490E+08 0.76490E+08 37 0.0000 0.0000 -0.76490E+08 0.76490E+08 0.76490E+08


ANNEXES

209

39 0.0000 0.0000 -0.82263E+08 0.82263E+08 0.82263E+08 48 0.66189E-07 0.15881E-10 -0.98936E-03 0.98943E-03 0.98940E-03 46 0.61540E-07 0.14770E-10 -0.91999E-03 0.92005E-03 0.92002E-03 Max= 0.11634E+09 0.15881E-10 0.0000 0.11634E+09 0.11634E+09 Min= 0.0000 -0.15804E-10 -0.11634E+09 0.91864E-03 0.91861E-03 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 11 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.10804E-02 -0.23529E-10 -0.53250E-07 0.10804E-02 0.10804E-02 3 0.11620E-02 -0.25308E-10 -0.57266E-07 0.11620E-02 0.11620E-02 12 0.97219E+08 0.0000 0.0000 0.97219E+08 0.97219E+08 10 0.90397E+08 0.0000 0.0000 0.90397E+08 0.90397E+08 13 0.0000 0.0000 -0.90397E+08 0.90397E+08 0.90397E+08 15 0.0000 0.0000 -0.97219E+08 0.97219E+08 0.97219E+08 24 0.13749E+09 0.0000 0.0000 0.13749E+09 0.13749E+09 22 0.12784E+09 0.0000 0.0000 0.12784E+09 0.12784E+09 25 0.0000 0.0000 -0.12784E+09 0.12784E+09 0.12784E+09 27 0.0000 0.0000 -0.13749E+09 0.13749E+09 0.13749E+09 36 0.97219E+08 0.0000 0.0000 0.97219E+08 0.97219E+08 34 0.90397E+08 0.0000 0.0000 0.90397E+08 0.90397E+08 37 0.0000 0.0000 -0.90397E+08 0.90397E+08 0.90397E+08 39 0.0000 0.0000 -0.97219E+08 0.97219E+08 0.97219E+08 48 0.57196E-07 0.25412E-10 -0.11634E-02 0.11634E-02 0.11634E-02 46 0.53180E-07 0.23632E-10 -0.10818E-02 0.10818E-02 0.10818E-02 Max= 0.13749E+09 0.25412E-10 0.0000 0.13749E+09 0.13749E+09 Min= 0.0000 -0.25308E-10 -0.13749E+09 0.10804E-02 0.10804E-02 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.10804E-02 -0.23529E-10 -0.53250E-07 0.10804E-02 0.10804E-02 3 0.11620E-02 -0.25308E-10 -0.57266E-07 0.11620E-02 0.11620E-02 12 0.97219E+08 0.0000 0.0000 0.97219E+08 0.97219E+08 10 0.90397E+08 0.0000 0.0000 0.90397E+08 0.90397E+08 13 0.0000 0.0000 -0.90397E+08 0.90397E+08 0.90397E+08 15 0.0000 0.0000 -0.97219E+08 0.97219E+08 0.97219E+08 24 0.13749E+09 0.0000 0.0000 0.13749E+09 0.13749E+09 22 0.12784E+09 0.0000 0.0000 0.12784E+09 0.12784E+09 25 0.0000 0.0000 -0.12784E+09 0.12784E+09 0.12784E+09 27 0.0000 0.0000 -0.13749E+09 0.13749E+09 0.13749E+09 36 0.97219E+08 0.0000 0.0000 0.97219E+08 0.97219E+08 34 0.90397E+08 0.0000 0.0000 0.90397E+08 0.90397E+08 37 0.0000 0.0000 -0.90397E+08 0.90397E+08 0.90397E+08 39 0.0000 0.0000 -0.97219E+08 0.97219E+08 0.97219E+08 48 0.57196E-07 0.25412E-10 -0.11634E-02 0.11634E-02 0.11634E-02 46 0.53180E-07 0.23632E-10 -0.10818E-02 0.10818E-02 0.10818E-02 Max= 0.13749E+09 0.25412E-10 0.0000 0.13749E+09 0.13749E+09 Min= 0.0000 -0.25308E-10 -0.13749E+09 0.10804E-02 0.10804E-02 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 12 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.11683E+09 -0.29585E-01 -0.47209E+06 0.11730E+09 0.11707E+09 3 0.12644E+09 -0.32241E-01 -0.50760E+06 0.12695E+09 0.12670E+09 12 0.50142E+08 -0.14814E-02 -0.12800E+07 0.51422E+08 0.50794E+08 10 0.46105E+08 -0.13309E-02 -0.11963E+07 0.47302E+08 0.46715E+08 13 0.11702E+09 -0.29733E-01 -0.47133E+06 0.11749E+09 0.11725E+09 15 0.12665E+09 -0.32402E-01 -0.50678E+06 0.12715E+09 0.12690E+09 24 0.10524E+07 0.0000 -0.60984E+08 0.62036E+08 0.61517E+08


ANNEXES

210

22 0.96912E+06 0.0000 -0.56912E+08 0.57881E+08 0.57402E+08 25 0.46553E+08 0.0000 -0.11848E+07 0.47738E+08 0.47156E+08 27 0.50625E+08 0.0000 -0.12678E+07 0.51892E+08 0.51270E+08 36 0.46786E+06 0.42810E-01 -0.13718E+09 0.13765E+09 0.13742E+09 34 0.43240E+06 0.40047E-01 -0.12755E+09 0.12799E+09 0.12777E+09 37 0.97687E+06 0.33519E-02 -0.56460E+08 0.57437E+08 0.56955E+08 39 0.10609E+07 0.35414E-02 -0.60497E+08 0.61558E+08 0.61034E+08 48 0.46856E+06 0.42617E-01 -0.13698E+09 0.13745E+09 0.13721E+09 46 0.43304E+06 0.39869E-01 -0.12736E+09 0.12780E+09 0.12758E+09 Max= 0.12665E+09 0.42810E-01 -0.47133E+06 0.13765E+09 0.13742E+09 Min= 0.43240E+06 -0.32402E-01 -0.13718E+09 0.47302E+08 0.46715E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.11683E+09 -0.29585E-01 -0.47209E+06 0.11730E+09 0.11707E+09 3 0.12644E+09 -0.32241E-01 -0.50760E+06 0.12695E+09 0.12670E+09 12 0.50142E+08 -0.14814E-02 -0.12800E+07 0.51422E+08 0.50794E+08 10 0.46105E+08 -0.13309E-02 -0.11963E+07 0.47302E+08 0.46715E+08 13 0.11702E+09 -0.29733E-01 -0.47133E+06 0.11749E+09 0.11725E+09 15 0.12665E+09 -0.32402E-01 -0.50678E+06 0.12715E+09 0.12690E+09 24 0.10524E+07 0.0000 -0.60984E+08 0.62036E+08 0.61517E+08 22 0.96912E+06 0.0000 -0.56912E+08 0.57881E+08 0.57402E+08 25 0.46553E+08 0.0000 -0.11848E+07 0.47738E+08 0.47156E+08 27 0.50625E+08 0.0000 -0.12678E+07 0.51892E+08 0.51270E+08 36 0.46786E+06 0.42810E-01 -0.13718E+09 0.13765E+09 0.13742E+09 34 0.43240E+06 0.40047E-01 -0.12755E+09 0.12799E+09 0.12777E+09 37 0.97687E+06 0.33519E-02 -0.56460E+08 0.57437E+08 0.56955E+08 39 0.10609E+07 0.35414E-02 -0.60497E+08 0.61558E+08 0.61034E+08 48 0.46856E+06 0.42617E-01 -0.13698E+09 0.13745E+09 0.13721E+09 46 0.43304E+06 0.39869E-01 -0.12736E+09 0.12780E+09 0.12758E+09 Max= 0.12665E+09 0.42810E-01 -0.47133E+06 0.13765E+09 0.13742E+09 Min= 0.43240E+06 -0.32402E-01 -0.13718E+09 0.47302E+08 0.46715E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 13 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 60560. 0.64513E-01 -0.60393E+08 0.60454E+08 0.60424E+08 3 65209. 0.69977E-01 -0.65268E+08 0.65333E+08 0.65300E+08 12 0.24057E+06 0.13487E-02 -0.17691E+08 0.17932E+08 0.17813E+08 10 0.22450E+06 0.12250E-02 -0.16291E+08 0.16516E+08 0.16405E+08 13 53451. 0.93884E-01 -0.68425E+08 0.68478E+08 0.68452E+08 15 57567. 0.10177 -0.73932E+08 0.73989E+08 0.73961E+08 24 0.41511E+08 0.0000 -0.10253E+06 0.41613E+08 0.41562E+08 22 0.38591E+08 0.0000 -94774. 0.38686E+08 0.38638E+08 25 0.10280E+06 0.0000 -0.35577E+08 0.35680E+08 0.35628E+08 27 0.11056E+06 0.0000 -0.38497E+08 0.38607E+08 0.38552E+08 36 0.76951E+08 -0.11403 -55308. 0.77007E+08 0.76979E+08 34 0.71445E+08 -0.10620 -51192. 0.71496E+08 0.71470E+08 37 0.19278E+08 -0.18620E-02 -0.18972E+06 0.19468E+08 0.19374E+08 39 0.20679E+08 -0.19717E-02 -0.20582E+06 0.20884E+08 0.20782E+08 48 0.68287E+08 -0.79500E-01 -62326. 0.68349E+08 0.68318E+08 46 0.63412E+08 -0.74086E-01 -57677. 0.63470E+08 0.63441E+08 Max= 0.76951E+08 0.10177 -51192. 0.77007E+08 0.76979E+08 Min= 53451. -0.11403 -0.73932E+08 0.16516E+08 0.16405E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 60560. 0.64513E-01 -0.60393E+08 0.60454E+08 0.60424E+08 3 65209. 0.69977E-01 -0.65268E+08 0.65333E+08 0.65300E+08 12 0.24057E+06 0.13487E-02 -0.17691E+08 0.17932E+08 0.17813E+08 10 0.22450E+06 0.12250E-02 -0.16291E+08 0.16516E+08 0.16405E+08 13 53451. 0.93884E-01 -0.68425E+08 0.68478E+08 0.68452E+08


ANNEXES

211

15 57567. 0.10177 -0.73932E+08 0.73989E+08 0.73961E+08 24 0.41511E+08 0.0000 -0.10253E+06 0.41613E+08 0.41562E+08 22 0.38591E+08 0.0000 -94774. 0.38686E+08 0.38638E+08 25 0.10280E+06 0.0000 -0.35577E+08 0.35680E+08 0.35628E+08 27 0.11056E+06 0.0000 -0.38497E+08 0.38607E+08 0.38552E+08 36 0.76951E+08 -0.11403 -55308. 0.77007E+08 0.76979E+08 34 0.71445E+08 -0.10620 -51192. 0.71496E+08 0.71470E+08 37 0.19278E+08 -0.18620E-02 -0.18972E+06 0.19468E+08 0.19374E+08 39 0.20679E+08 -0.19717E-02 -0.20582E+06 0.20884E+08 0.20782E+08 48 0.68287E+08 -0.79500E-01 -62326. 0.68349E+08 0.68318E+08 46 0.63412E+08 -0.74086E-01 -57677. 0.63470E+08 0.63441E+08 Max= 0.76951E+08 0.10177 -51192. 0.77007E+08 0.76979E+08 Min= 53451. -0.11403 -0.73932E+08 0.16516E+08 0.16405E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 14 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.15859E+06 0.35368E-02 -0.23062E+08 0.23220E+08 0.23142E+08 3 0.17027E+06 0.38705E-02 -0.24996E+08 0.25166E+08 0.25082E+08 12 0.13642E+07 0.14654E-04 -0.31198E+07 0.44840E+07 0.39812E+07 10 0.12988E+07 0.13660E-04 -0.28160E+07 0.41148E+07 0.36434E+07 13 0.12147E+06 0.79298E-02 -0.30109E+08 0.30231E+08 0.30170E+08 15 0.13056E+06 0.86490E-02 -0.32599E+08 0.32729E+08 0.32664E+08 24 0.23410E+08 0.0000 -0.18181E+06 0.23592E+08 0.23501E+08 22 0.21810E+08 0.0000 -0.16769E+06 0.21978E+08 0.21895E+08 25 0.19439E+06 0.0000 -0.18815E+08 0.19010E+08 0.18913E+08 27 0.20848E+06 0.0000 -0.20415E+08 0.20623E+08 0.20520E+08 36 0.35610E+08 -0.10948E-01 -0.11952E+06 0.35729E+08 0.35670E+08 34 0.33120E+08 -0.10253E-01 -0.11043E+06 0.33231E+08 0.33176E+08 37 0.52374E+07 0.22286E-04 -0.69832E+06 0.59358E+07 0.56192E+07 39 0.55451E+07 0.25176E-04 -0.76754E+06 0.63126E+07 0.59660E+07 48 0.28000E+08 -0.51877E-02 -0.15200E+06 0.28152E+08 0.28076E+08 46 0.26066E+08 -0.48731E-02 -0.14032E+06 0.26206E+08 0.26136E+08 Max= 0.35610E+08 0.86490E-02 -0.11043E+06 0.35729E+08 0.35670E+08 Min= 0.12147E+06 -0.10948E-01 -0.32599E+08 0.41148E+07 0.36434E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.15859E+06 0.35368E-02 -0.23062E+08 0.23220E+08 0.23142E+08 3 0.17027E+06 0.38705E-02 -0.24996E+08 0.25166E+08 0.25082E+08 12 0.13642E+07 0.14654E-04 -0.31198E+07 0.44840E+07 0.39812E+07 10 0.12988E+07 0.13660E-04 -0.28160E+07 0.41148E+07 0.36434E+07 13 0.12147E+06 0.79298E-02 -0.30109E+08 0.30231E+08 0.30170E+08 15 0.13056E+06 0.86490E-02 -0.32599E+08 0.32729E+08 0.32664E+08 24 0.23410E+08 0.0000 -0.18181E+06 0.23592E+08 0.23501E+08 22 0.21810E+08 0.0000 -0.16769E+06 0.21978E+08 0.21895E+08 25 0.19439E+06 0.0000 -0.18815E+08 0.19010E+08 0.18913E+08 27 0.20848E+06 0.0000 -0.20415E+08 0.20623E+08 0.20520E+08 36 0.35610E+08 -0.10948E-01 -0.11952E+06 0.35729E+08 0.35670E+08 34 0.33120E+08 -0.10253E-01 -0.11043E+06 0.33231E+08 0.33176E+08 37 0.52374E+07 0.22286E-04 -0.69832E+06 0.59358E+07 0.56192E+07 39 0.55451E+07 0.25176E-04 -0.76754E+06 0.63126E+07 0.59660E+07 48 0.28000E+08 -0.51877E-02 -0.15200E+06 0.28152E+08 0.28076E+08 46 0.26066E+08 -0.48731E-02 -0.14032E+06 0.26206E+08 0.26136E+08 Max= 0.35610E+08 0.86490E-02 -0.11043E+06 0.35729E+08 0.35670E+08 Min= 0.12147E+06 -0.10948E-01 -0.32599E+08 0.41148E+07 0.36434E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 15 SECTION ID = 7 ELEMENT NODE = 1


ANNEXES

212

SEC NODE S1 S2 S3 SINT SEQV 1 0.14774E+08 -0.76158E-03 -0.24756E+06 0.15021E+08 0.14899E+08 3 0.15820E+08 -0.80070E-03 -0.26903E+06 0.16089E+08 0.15956E+08 12 0.14239E+08 -0.54995E-03 -0.29891E+06 0.14537E+08 0.14390E+08 10 0.13307E+08 -0.52516E-03 -0.27484E+06 0.13582E+08 0.13447E+08 13 0.88109E+07 -0.90839E-04 -0.41510E+06 0.92260E+07 0.90256E+07 15 0.93911E+07 -0.91754E-04 -0.45320E+06 0.98443E+07 0.96257E+07 24 0.57836E+07 0.0000 -0.73588E+06 0.65195E+07 0.61845E+07 22 0.54595E+07 0.0000 -0.66992E+06 0.61294E+07 0.58234E+07 25 0.12230E+07 0.0000 -0.29906E+07 0.42136E+07 0.37546E+07 27 0.12854E+07 0.0000 -0.33112E+07 0.45965E+07 0.41076E+07 36 0.64836E+06 0.59827E-04 -0.65643E+07 0.72127E+07 0.69113E+07 34 0.61110E+06 0.52655E-04 -0.59849E+07 0.65960E+07 0.63127E+07 37 0.35292E+06 0.30079E-03 -0.10363E+08 0.10716E+08 0.10544E+08 39 0.37683E+06 0.33509E-03 -0.11295E+08 0.11671E+08 0.11488E+08 48 0.33095E+06 0.50312E-03 -0.12860E+08 0.13191E+08 0.13029E+08 46 0.30959E+06 0.45339E-03 -0.11814E+08 0.12123E+08 0.11972E+08 Max= 0.15820E+08 0.50312E-03 -0.24756E+06 0.16089E+08 0.15956E+08 Min= 0.30959E+06 -0.80070E-03 -0.12860E+08 0.42136E+07 0.37546E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.14774E+08 -0.76158E-03 -0.24756E+06 0.15021E+08 0.14899E+08 3 0.15820E+08 -0.80070E-03 -0.26903E+06 0.16089E+08 0.15956E+08 12 0.14239E+08 -0.54995E-03 -0.29891E+06 0.14537E+08 0.14390E+08 10 0.13307E+08 -0.52516E-03 -0.27484E+06 0.13582E+08 0.13447E+08 13 0.88109E+07 -0.90839E-04 -0.41510E+06 0.92260E+07 0.90256E+07 15 0.93911E+07 -0.91754E-04 -0.45320E+06 0.98443E+07 0.96257E+07 24 0.57836E+07 0.0000 -0.73588E+06 0.65195E+07 0.61845E+07 22 0.54595E+07 0.0000 -0.66992E+06 0.61294E+07 0.58234E+07 25 0.12230E+07 0.0000 -0.29906E+07 0.42136E+07 0.37546E+07 27 0.12854E+07 0.0000 -0.33112E+07 0.45965E+07 0.41076E+07 36 0.64836E+06 0.59827E-04 -0.65643E+07 0.72127E+07 0.69113E+07 34 0.61110E+06 0.52655E-04 -0.59849E+07 0.65960E+07 0.63127E+07 37 0.35292E+06 0.30079E-03 -0.10363E+08 0.10716E+08 0.10544E+08 39 0.37683E+06 0.33509E-03 -0.11295E+08 0.11671E+08 0.11488E+08 48 0.33095E+06 0.50312E-03 -0.12860E+08 0.13191E+08 0.13029E+08 46 0.30959E+06 0.45339E-03 -0.11814E+08 0.12123E+08 0.11972E+08 Max= 0.15820E+08 0.50312E-03 -0.24756E+06 0.16089E+08 0.15956E+08 Min= 0.30959E+06 -0.80070E-03 -0.12860E+08 0.42136E+07 0.37546E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 16 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.11121E+09 0.10748E-02 -0.94879E+08 0.20609E+09 0.17867E+09 3 0.11954E+09 0.11553E-02 -0.10209E+09 0.22164E+09 0.19214E+09 12 0.12108E+09 0.11699E-02 -0.10080E+09 0.22188E+09 0.19242E+09 10 0.11264E+09 0.10883E-02 -0.93674E+08 0.20632E+09 0.17893E+09 13 0.10527E+09 0.10178E-02 -0.10024E+09 0.20551E+09 0.17799E+09 15 0.11315E+09 0.10940E-02 -0.10786E+09 0.22101E+09 0.19142E+09 24 0.11671E+09 0.0000 -0.10457E+09 0.22128E+09 0.19173E+09 22 0.10858E+09 0.0000 -0.97183E+08 0.20576E+09 0.17828E+09 25 0.98648E+08 0.0000 -0.10696E+09 0.20561E+09 0.17811E+09 27 0.10604E+09 0.0000 -0.11510E+09 0.22114E+09 0.19156E+09 36 0.10937E+09 0.10575E-02 -0.11159E+09 0.22096E+09 0.19136E+09 34 0.10175E+09 0.98378E-03 -0.10370E+09 0.20545E+09 0.17793E+09 37 0.95084E+08 0.91973E-03 -0.11097E+09 0.20606E+09 0.17863E+09 39 0.10221E+09 0.98872E-03 -0.11941E+09 0.22162E+09 0.19212E+09 48 0.10352E+09 0.10012E-02 -0.11789E+09 0.22142E+09 0.19189E+09 46 0.96308E+08 0.93136E-03 -0.10956E+09 0.20587E+09 0.17841E+09 Max= 0.12108E+09 0.11699E-02 -0.93674E+08 0.22188E+09 0.19242E+09 Min= 0.95084E+08 0.0000 -0.11941E+09 0.20545E+09 0.17793E+09


ANNEXES

213

ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.11121E+09 0.10748E-02 -0.94879E+08 0.20609E+09 0.17867E+09 3 0.11954E+09 0.11553E-02 -0.10209E+09 0.22164E+09 0.19214E+09 12 0.12108E+09 0.11699E-02 -0.10080E+09 0.22188E+09 0.19242E+09 10 0.11264E+09 0.10883E-02 -0.93674E+08 0.20632E+09 0.17893E+09 13 0.10527E+09 0.10178E-02 -0.10024E+09 0.20551E+09 0.17799E+09 15 0.11315E+09 0.10940E-02 -0.10786E+09 0.22101E+09 0.19142E+09 24 0.11671E+09 0.0000 -0.10457E+09 0.22128E+09 0.19173E+09 22 0.10858E+09 0.0000 -0.97183E+08 0.20576E+09 0.17828E+09 25 0.98648E+08 0.0000 -0.10696E+09 0.20561E+09 0.17811E+09 27 0.10604E+09 0.0000 -0.11510E+09 0.22114E+09 0.19156E+09 36 0.10937E+09 0.10575E-02 -0.11159E+09 0.22096E+09 0.19136E+09 34 0.10175E+09 0.98378E-03 -0.10370E+09 0.20545E+09 0.17793E+09 37 0.95084E+08 0.91973E-03 -0.11097E+09 0.20606E+09 0.17863E+09 39 0.10221E+09 0.98872E-03 -0.11941E+09 0.22162E+09 0.19212E+09 48 0.10352E+09 0.10012E-02 -0.11789E+09 0.22142E+09 0.19189E+09 46 0.96308E+08 0.93136E-03 -0.10956E+09 0.20587E+09 0.17841E+09 Max= 0.12108E+09 0.11699E-02 -0.93674E+08 0.22188E+09 0.19242E+09 Min= 0.95084E+08 0.0000 -0.11941E+09 0.20545E+09 0.17793E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 17 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.10754E+09 0.10396E-02 -0.98125E+08 0.20566E+09 0.17817E+09 3 0.11559E+09 0.11175E-02 -0.10559E+09 0.22118E+09 0.19161E+09 12 0.98733E+08 0.95602E-03 -0.12361E+09 0.22235E+09 0.19296E+09 10 0.91852E+08 0.88947E-03 -0.11488E+09 0.20673E+09 0.17940E+09 13 0.12301E+09 0.11836E-02 -0.85778E+08 0.20879E+09 0.18178E+09 15 0.13223E+09 0.12724E-02 -0.92299E+08 0.22453E+09 0.19547E+09 24 0.90528E+08 0.0000 -0.13482E+09 0.22535E+09 0.19641E+09 22 0.84219E+08 0.0000 -0.12529E+09 0.20951E+09 0.18260E+09 25 0.12714E+09 0.0000 -0.82992E+08 0.21014E+09 0.18332E+09 27 0.13667E+09 0.0000 -0.89301E+08 0.22597E+09 0.19712E+09 36 0.93575E+08 0.90955E-03 -0.13043E+09 0.22400E+09 0.19486E+09 34 0.87053E+08 0.84608E-03 -0.12121E+09 0.20826E+09 0.18117E+09 37 0.11660E+09 0.11253E-02 -0.90496E+08 0.20710E+09 0.17983E+09 39 0.12534E+09 0.12096E-02 -0.97377E+08 0.22271E+09 0.19338E+09 48 0.10707E+09 0.10352E-02 -0.11399E+09 0.22106E+09 0.19147E+09 46 0.99605E+08 0.96310E-03 -0.10594E+09 0.20554E+09 0.17803E+09 Max= 0.13667E+09 0.12724E-02 -0.82992E+08 0.22597E+09 0.19712E+09 Min= 0.84219E+08 0.0000 -0.13482E+09 0.20554E+09 0.17803E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.10754E+09 0.10396E-02 -0.98125E+08 0.20566E+09 0.17817E+09 3 0.11559E+09 0.11175E-02 -0.10559E+09 0.22118E+09 0.19161E+09 12 0.98733E+08 0.95602E-03 -0.12361E+09 0.22235E+09 0.19296E+09 10 0.91852E+08 0.88947E-03 -0.11488E+09 0.20673E+09 0.17940E+09 13 0.12301E+09 0.11836E-02 -0.85778E+08 0.20879E+09 0.18178E+09 15 0.13223E+09 0.12724E-02 -0.92299E+08 0.22453E+09 0.19547E+09 24 0.90528E+08 0.0000 -0.13482E+09 0.22535E+09 0.19641E+09 22 0.84219E+08 0.0000 -0.12529E+09 0.20951E+09 0.18260E+09 25 0.12714E+09 0.0000 -0.82992E+08 0.21014E+09 0.18332E+09 27 0.13667E+09 0.0000 -0.89301E+08 0.22597E+09 0.19712E+09 36 0.93575E+08 0.90955E-03 -0.13043E+09 0.22400E+09 0.19486E+09 34 0.87053E+08 0.84608E-03 -0.12121E+09 0.20826E+09 0.18117E+09 37 0.11660E+09 0.11253E-02 -0.90496E+08 0.20710E+09 0.17983E+09 39 0.12534E+09 0.12096E-02 -0.97377E+08 0.22271E+09 0.19338E+09 48 0.10707E+09 0.10352E-02 -0.11399E+09 0.22106E+09 0.19147E+09 46 0.99605E+08 0.96310E-03 -0.10594E+09 0.20554E+09 0.17803E+09 Max= 0.13667E+09 0.12724E-02 -0.82992E+08 0.22597E+09 0.19712E+09


ANNEXES

214

Min= 0.84219E+08 0.0000 -0.13482E+09 0.20554E+09 0.17803E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 18 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.10397E+09 0.10053E-02 -0.10149E+09 0.20546E+09 0.17794E+09 3 0.11176E+09 0.10805E-02 -0.10920E+09 0.22096E+09 0.19137E+09 12 0.80871E+08 0.81455E-03 -0.15092E+09 0.23179E+09 0.20377E+09 10 0.75233E+08 0.75762E-03 -0.14026E+09 0.21549E+09 0.18943E+09 13 0.14315E+09 0.13473E-02 -0.73711E+08 0.21686E+09 0.19099E+09 15 0.15388E+09 0.14484E-02 -0.79314E+08 0.23319E+09 0.20536E+09 24 0.71053E+08 0.0000 -0.17177E+09 0.24282E+09 0.21624E+09 22 0.66098E+08 0.0000 -0.15964E+09 0.22574E+09 0.20101E+09 25 0.16182E+09 0.0000 -0.65206E+08 0.22703E+09 0.20246E+09 27 0.17396E+09 0.0000 -0.70160E+08 0.24412E+09 0.21769E+09 36 0.80370E+08 0.81177E-03 -0.15186E+09 0.23223E+09 0.20427E+09 34 0.74767E+08 0.75498E-03 -0.14113E+09 0.21590E+09 0.18989E+09 37 0.14227E+09 0.13408E-02 -0.74168E+08 0.21644E+09 0.19051E+09 39 0.15293E+09 0.14415E-02 -0.79806E+08 0.23274E+09 0.20484E+09 48 0.11074E+09 0.10706E-02 -0.11022E+09 0.22095E+09 0.19135E+09 46 0.10302E+09 0.99600E-03 -0.10243E+09 0.20545E+09 0.17792E+09 Max= 0.17396E+09 0.14484E-02 -0.65206E+08 0.24412E+09 0.21769E+09 Min= 0.66098E+08 0.0000 -0.17177E+09 0.20545E+09 0.17792E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.10397E+09 0.10053E-02 -0.10149E+09 0.20546E+09 0.17794E+09 3 0.11176E+09 0.10805E-02 -0.10920E+09 0.22096E+09 0.19137E+09 12 0.80871E+08 0.81455E-03 -0.15092E+09 0.23179E+09 0.20377E+09 10 0.75233E+08 0.75762E-03 -0.14026E+09 0.21549E+09 0.18943E+09 13 0.14315E+09 0.13473E-02 -0.73711E+08 0.21686E+09 0.19099E+09 15 0.15388E+09 0.14484E-02 -0.79314E+08 0.23319E+09 0.20536E+09 24 0.71053E+08 0.0000 -0.17177E+09 0.24282E+09 0.21624E+09 22 0.66098E+08 0.0000 -0.15964E+09 0.22574E+09 0.20101E+09 25 0.16182E+09 0.0000 -0.65206E+08 0.22703E+09 0.20246E+09 27 0.17396E+09 0.0000 -0.70160E+08 0.24412E+09 0.21769E+09 36 0.80370E+08 0.81177E-03 -0.15186E+09 0.23223E+09 0.20427E+09 34 0.74767E+08 0.75498E-03 -0.14113E+09 0.21590E+09 0.18989E+09 37 0.14227E+09 0.13408E-02 -0.74168E+08 0.21644E+09 0.19051E+09 39 0.15293E+09 0.14415E-02 -0.79806E+08 0.23274E+09 0.20484E+09 48 0.11074E+09 0.10706E-02 -0.11022E+09 0.22095E+09 0.19135E+09 46 0.10302E+09 0.99600E-03 -0.10243E+09 0.20545E+09 0.17792E+09 Max= 0.17396E+09 0.14484E-02 -0.65206E+08 0.24412E+09 0.21769E+09 Min= 0.66098E+08 0.0000 -0.17177E+09 0.20545E+09 0.17792E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 19 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.10053E+09 0.97191E-03 -0.10496E+09 0.20549E+09 0.17798E+09 3 0.10806E+09 0.10447E-02 -0.11295E+09 0.22100E+09 0.19141E+09 12 0.66986E+08 0.79111E-03 -0.18220E+09 0.24918E+09 0.22336E+09 10 0.62314E+08 0.73551E-03 -0.16933E+09 0.23165E+09 0.20763E+09 13 0.16543E+09 0.14854E-02 -0.63785E+08 0.22921E+09 0.20491E+09 15 0.17783E+09 0.15970E-02 -0.68631E+08 0.24646E+09 0.22032E+09 24 0.56995E+08 0.0000 -0.21414E+09 0.27113E+09 0.24761E+09 22 0.53018E+08 0.0000 -0.19903E+09 0.25204E+09 0.23016E+09 25 0.20146E+09 0.0000 -0.52376E+08 0.25384E+09 0.23213E+09 27 0.21658E+09 0.0000 -0.56353E+08 0.27293E+09 0.24957E+09 36 0.69496E+08 0.78427E-03 -0.17562E+09 0.24511E+09 0.21881E+09 34 0.64650E+08 0.72923E-03 -0.16322E+09 0.22787E+09 0.20340E+09 37 0.17159E+09 0.15144E-02 -0.61494E+08 0.23309E+09 0.20923E+09


ANNEXES

215

39 0.18446E+09 0.16283E-02 -0.66166E+08 0.25062E+09 0.22496E+09 48 0.11453E+09 0.11073E-02 -0.10656E+09 0.22109E+09 0.19151E+09 46 0.10655E+09 0.10301E-02 -0.99033E+08 0.20558E+09 0.17808E+09 Max= 0.21658E+09 0.16283E-02 -0.52376E+08 0.27293E+09 0.24957E+09 Min= 0.53018E+08 0.0000 -0.21414E+09 0.20549E+09 0.17798E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.10053E+09 0.97191E-03 -0.10496E+09 0.20549E+09 0.17798E+09 3 0.10806E+09 0.10447E-02 -0.11295E+09 0.22100E+09 0.19141E+09 12 0.66986E+08 0.79111E-03 -0.18220E+09 0.24918E+09 0.22336E+09 10 0.62314E+08 0.73551E-03 -0.16933E+09 0.23165E+09 0.20763E+09 13 0.16543E+09 0.14854E-02 -0.63785E+08 0.22921E+09 0.20491E+09 15 0.17783E+09 0.15970E-02 -0.68631E+08 0.24646E+09 0.22032E+09 24 0.56995E+08 0.0000 -0.21414E+09 0.27113E+09 0.24761E+09 22 0.53018E+08 0.0000 -0.19903E+09 0.25204E+09 0.23016E+09 25 0.20146E+09 0.0000 -0.52376E+08 0.25384E+09 0.23213E+09 27 0.21658E+09 0.0000 -0.56353E+08 0.27293E+09 0.24957E+09 36 0.69496E+08 0.78427E-03 -0.17562E+09 0.24511E+09 0.21881E+09 34 0.64650E+08 0.72923E-03 -0.16322E+09 0.22787E+09 0.20340E+09 37 0.17159E+09 0.15144E-02 -0.61494E+08 0.23309E+09 0.20923E+09 39 0.18446E+09 0.16283E-02 -0.66166E+08 0.25062E+09 0.22496E+09 48 0.11453E+09 0.11073E-02 -0.10656E+09 0.22109E+09 0.19151E+09 46 0.10655E+09 0.10301E-02 -0.99033E+08 0.20558E+09 0.17808E+09 Max= 0.21658E+09 0.16283E-02 -0.52376E+08 0.27293E+09 0.24957E+09 Min= 0.53018E+08 0.0000 -0.21414E+09 0.20549E+09 0.17798E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 20 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.97199E+08 0.93992E-03 -0.10856E+09 0.20576E+09 0.17828E+09 3 0.10448E+09 0.10104E-02 -0.11681E+09 0.22129E+09 0.19175E+09 12 0.56321E+08 0.92692E-03 -0.21670E+09 0.27302E+09 0.24967E+09 10 0.52391E+08 0.86131E-03 -0.20141E+09 0.25380E+09 0.23208E+09 13 0.18953E+09 0.15742E-02 -0.55675E+08 0.24520E+09 0.22265E+09 15 0.20374E+09 0.16928E-02 -0.59904E+08 0.26364E+09 0.23938E+09 24 0.46863E+08 0.0000 -0.26043E+09 0.30730E+09 0.28675E+09 22 0.43591E+08 0.0000 -0.24207E+09 0.28566E+09 0.26655E+09 25 0.24468E+09 0.0000 -0.43125E+08 0.28780E+09 0.26885E+09 27 0.26305E+09 0.0000 -0.46397E+08 0.30945E+09 0.28905E+09 36 0.60610E+08 0.84573E-03 -0.20137E+09 0.26198E+09 0.23754E+09 34 0.56381E+08 0.78609E-03 -0.18715E+09 0.24353E+09 0.22081E+09 37 0.20385E+09 0.15940E-02 -0.51762E+08 0.25562E+09 0.23407E+09 39 0.21915E+09 0.17143E-02 -0.55692E+08 0.27484E+09 0.25166E+09 48 0.11845E+09 0.11449E-02 -0.10304E+09 0.22149E+09 0.19197E+09 46 0.11020E+09 0.10650E-02 -0.95756E+08 0.20595E+09 0.17851E+09 Max= 0.26305E+09 0.17143E-02 -0.43125E+08 0.30945E+09 0.28905E+09 Min= 0.43591E+08 0.0000 -0.26043E+09 0.20576E+09 0.17828E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.97199E+08 0.93992E-03 -0.10856E+09 0.20576E+09 0.17828E+09 3 0.10448E+09 0.10104E-02 -0.11681E+09 0.22129E+09 0.19175E+09 12 0.56321E+08 0.92692E-03 -0.21670E+09 0.27302E+09 0.24967E+09 10 0.52391E+08 0.86131E-03 -0.20141E+09 0.25380E+09 0.23208E+09 13 0.18953E+09 0.15742E-02 -0.55675E+08 0.24520E+09 0.22265E+09 15 0.20374E+09 0.16928E-02 -0.59904E+08 0.26364E+09 0.23938E+09 24 0.46863E+08 0.0000 -0.26043E+09 0.30730E+09 0.28675E+09 22 0.43591E+08 0.0000 -0.24207E+09 0.28566E+09 0.26655E+09 25 0.24468E+09 0.0000 -0.43125E+08 0.28780E+09 0.26885E+09 27 0.26305E+09 0.0000 -0.46397E+08 0.30945E+09 0.28905E+09 36 0.60610E+08 0.84573E-03 -0.20137E+09 0.26198E+09 0.23754E+09


ANNEXES

216

34 0.56381E+08 0.78609E-03 -0.18715E+09 0.24353E+09 0.22081E+09 37 0.20385E+09 0.15940E-02 -0.51762E+08 0.25562E+09 0.23407E+09 39 0.21915E+09 0.17143E-02 -0.55692E+08 0.27484E+09 0.25166E+09 48 0.11845E+09 0.11449E-02 -0.10304E+09 0.22149E+09 0.19197E+09 46 0.11020E+09 0.10650E-02 -0.95756E+08 0.20595E+09 0.17851E+09 Max= 0.26305E+09 0.17143E-02 -0.43125E+08 0.30945E+09 0.28905E+09 Min= 0.43591E+08 0.0000 -0.26043E+09 0.20576E+09 0.17828E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 21 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.93485E+08 0.90465E-03 -0.11287E+09 0.20636E+09 0.17897E+09 3 0.10055E+09 0.97304E-03 -0.12138E+09 0.22193E+09 0.19248E+09 12 0.51746E+08 0.10756E-02 -0.23586E+09 0.28761E+09 0.26554E+09 10 0.48112E+08 0.10003E-02 -0.21932E+09 0.26743E+09 0.24692E+09 13 0.19716E+09 0.15881E-02 -0.53520E+08 0.25068E+09 0.22866E+09 15 0.21205E+09 0.17079E-02 -0.57555E+08 0.26961E+09 0.24594E+09 24 0.43150E+08 0.0000 -0.28285E+09 0.32600E+09 0.30671E+09 22 0.40119E+08 0.0000 -0.26302E+09 0.30313E+09 0.28520E+09 25 0.26256E+09 0.0000 -0.40189E+08 0.30274E+09 0.28479E+09 27 0.28239E+09 0.0000 -0.43220E+08 0.32561E+09 0.30629E+09 36 0.57442E+08 0.90119E-03 -0.21247E+09 0.26991E+09 0.24627E+09 34 0.53407E+08 0.83807E-03 -0.19758E+09 0.25098E+09 0.22900E+09 37 0.21889E+09 0.15861E-02 -0.48207E+08 0.26709E+09 0.24655E+09 39 0.23542E+09 0.17058E-02 -0.51842E+08 0.28727E+09 0.26517E+09 48 0.12109E+09 0.11699E-02 -0.10079E+09 0.22188E+09 0.19242E+09 46 0.11258E+09 0.10878E-02 -0.93726E+08 0.20631E+09 0.17892E+09 Max= 0.28239E+09 0.17079E-02 -0.40189E+08 0.32600E+09 0.30671E+09 Min= 0.40119E+08 0.0000 -0.28285E+09 0.20631E+09 0.17892E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.93485E+08 0.90465E-03 -0.11287E+09 0.20636E+09 0.17897E+09 3 0.10055E+09 0.97304E-03 -0.12138E+09 0.22193E+09 0.19248E+09 12 0.51746E+08 0.10756E-02 -0.23586E+09 0.28761E+09 0.26554E+09 10 0.48112E+08 0.10003E-02 -0.21932E+09 0.26743E+09 0.24692E+09 13 0.19716E+09 0.15881E-02 -0.53520E+08 0.25068E+09 0.22866E+09 15 0.21205E+09 0.17079E-02 -0.57555E+08 0.26961E+09 0.24594E+09 24 0.43150E+08 0.0000 -0.28285E+09 0.32600E+09 0.30671E+09 22 0.40119E+08 0.0000 -0.26302E+09 0.30313E+09 0.28520E+09 25 0.26256E+09 0.0000 -0.40189E+08 0.30274E+09 0.28479E+09 27 0.28239E+09 0.0000 -0.43220E+08 0.32561E+09 0.30629E+09 36 0.57442E+08 0.90119E-03 -0.21247E+09 0.26991E+09 0.24627E+09 34 0.53407E+08 0.83807E-03 -0.19758E+09 0.25098E+09 0.22900E+09 37 0.21889E+09 0.15861E-02 -0.48207E+08 0.26709E+09 0.24655E+09 39 0.23542E+09 0.17058E-02 -0.51842E+08 0.28727E+09 0.26517E+09 48 0.12109E+09 0.11699E-02 -0.10079E+09 0.22188E+09 0.19242E+09 46 0.11258E+09 0.10878E-02 -0.93726E+08 0.20631E+09 0.17892E+09 Max= 0.28239E+09 0.17079E-02 -0.40189E+08 0.32600E+09 0.30671E+09 Min= 0.40119E+08 0.0000 -0.28285E+09 0.20631E+09 0.17892E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 22 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.91013E+08 0.88168E-03 -0.11594E+09 0.20695E+09 0.17966E+09 3 0.97891E+08 0.94825E-03 -0.12468E+09 0.22257E+09 0.19322E+09 12 0.51979E+08 0.10659E-02 -0.23480E+09 0.28678E+09 0.26465E+09 10 0.48328E+08 0.99126E-03 -0.21834E+09 0.26667E+09 0.24609E+09 13 0.19011E+09 0.15755E-02 -0.55505E+08 0.24561E+09 0.22310E+09


ANNEXES

217

15 0.20447E+09 0.16945E-02 -0.59689E+08 0.26416E+09 0.23995E+09 24 0.44201E+08 0.0000 -0.27612E+09 0.32032E+09 0.30067E+09 22 0.41097E+08 0.0000 -0.25676E+09 0.29786E+09 0.27958E+09 25 0.25630E+09 0.0000 -0.41170E+08 0.29747E+09 0.27917E+09 27 0.27566E+09 0.0000 -0.44275E+08 0.31994E+09 0.30026E+09 36 0.59569E+08 0.86141E-03 -0.20488E+09 0.26445E+09 0.24027E+09 34 0.55385E+08 0.80111E-03 -0.19052E+09 0.24591E+09 0.22342E+09 37 0.21791E+09 0.15876E-02 -0.48424E+08 0.26633E+09 0.24572E+09 39 0.23437E+09 0.17073E-02 -0.52076E+08 0.28644E+09 0.26428E+09 48 0.12438E+09 0.12008E-02 -0.98124E+08 0.22251E+09 0.19314E+09 46 0.11564E+09 0.11165E-02 -0.91246E+08 0.20689E+09 0.17959E+09 Max= 0.27566E+09 0.17073E-02 -0.41170E+08 0.32032E+09 0.30067E+09 Min= 0.41097E+08 0.0000 -0.27612E+09 0.20689E+09 0.17959E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.91013E+08 0.88168E-03 -0.11594E+09 0.20695E+09 0.17966E+09 3 0.97891E+08 0.94825E-03 -0.12468E+09 0.22257E+09 0.19322E+09 12 0.51979E+08 0.10659E-02 -0.23480E+09 0.28678E+09 0.26465E+09 10 0.48328E+08 0.99126E-03 -0.21834E+09 0.26667E+09 0.24609E+09 13 0.19011E+09 0.15755E-02 -0.55505E+08 0.24561E+09 0.22310E+09 15 0.20447E+09 0.16945E-02 -0.59689E+08 0.26416E+09 0.23995E+09 24 0.44201E+08 0.0000 -0.27612E+09 0.32032E+09 0.30067E+09 22 0.41097E+08 0.0000 -0.25676E+09 0.29786E+09 0.27958E+09 25 0.25630E+09 0.0000 -0.41170E+08 0.29747E+09 0.27917E+09 27 0.27566E+09 0.0000 -0.44275E+08 0.31994E+09 0.30026E+09 36 0.59569E+08 0.86141E-03 -0.20488E+09 0.26445E+09 0.24027E+09 34 0.55385E+08 0.80111E-03 -0.19052E+09 0.24591E+09 0.22342E+09 37 0.21791E+09 0.15876E-02 -0.48424E+08 0.26633E+09 0.24572E+09 39 0.23437E+09 0.17073E-02 -0.52076E+08 0.28644E+09 0.26428E+09 48 0.12438E+09 0.12008E-02 -0.98124E+08 0.22251E+09 0.19314E+09 46 0.11564E+09 0.11165E-02 -0.91246E+08 0.20689E+09 0.17959E+09 Max= 0.27566E+09 0.17073E-02 -0.41170E+08 0.32032E+09 0.30067E+09 Min= 0.41097E+08 0.0000 -0.27612E+09 0.20689E+09 0.17959E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 23 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.16049E+09 -0.68595E-02 -0.31180E+07 0.16361E+09 0.16207E+09 3 0.17272E+09 -0.73949E-02 -0.33512E+07 0.17607E+09 0.17442E+09 12 0.29427E+08 0.28264E-03 -0.19669E+08 0.49096E+08 0.42797E+08 10 0.27297E+08 0.26224E-03 -0.18332E+08 0.45629E+08 0.39770E+08 13 0.21502E+09 -0.18637E-01 -0.23273E+07 0.21735E+09 0.21619E+09 15 0.23136E+09 -0.20077E-01 -0.25017E+07 0.23387E+09 0.23262E+09 24 0.36157E+07 0.0000 -0.16008E+09 0.16369E+09 0.16192E+09 22 0.33596E+07 0.0000 -0.14895E+09 0.15231E+09 0.15066E+09 25 0.14595E+09 0.0000 -0.34286E+07 0.14938E+09 0.14770E+09 27 0.15708E+09 0.0000 -0.36847E+07 0.16077E+09 0.15896E+09 36 0.24693E+07 0.23244E-01 -0.23440E+09 0.23687E+09 0.23564E+09 34 0.22949E+07 0.21645E-01 -0.21805E+09 0.22035E+09 0.21921E+09 37 0.17149E+08 0.16986E-03 -0.29180E+08 0.46329E+08 0.40571E+08 39 0.18486E+08 0.18298E-03 -0.31310E+08 0.49796E+08 0.43599E+08 48 0.32938E+07 0.95960E-02 -0.17572E+09 0.17902E+09 0.17739E+09 46 0.30607E+07 0.89405E-02 -0.16350E+09 0.16656E+09 0.16505E+09 Max= 0.23136E+09 0.23244E-01 -0.23273E+07 0.23687E+09 0.23564E+09 Min= 0.22949E+07 -0.20077E-01 -0.23440E+09 0.45629E+08 0.39770E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.16049E+09 -0.68595E-02 -0.31180E+07 0.16361E+09 0.16207E+09 3 0.17272E+09 -0.73949E-02 -0.33512E+07 0.17607E+09 0.17442E+09 12 0.29427E+08 0.28264E-03 -0.19669E+08 0.49096E+08 0.42797E+08


ANNEXES

218

10 0.27297E+08 0.26224E-03 -0.18332E+08 0.45629E+08 0.39770E+08 13 0.21502E+09 -0.18637E-01 -0.23273E+07 0.21735E+09 0.21619E+09 15 0.23136E+09 -0.20077E-01 -0.25017E+07 0.23387E+09 0.23262E+09 24 0.36157E+07 0.0000 -0.16008E+09 0.16369E+09 0.16192E+09 22 0.33596E+07 0.0000 -0.14895E+09 0.15231E+09 0.15066E+09 25 0.14595E+09 0.0000 -0.34286E+07 0.14938E+09 0.14770E+09 27 0.15708E+09 0.0000 -0.36847E+07 0.16077E+09 0.15896E+09 36 0.24693E+07 0.23244E-01 -0.23440E+09 0.23687E+09 0.23564E+09 34 0.22949E+07 0.21645E-01 -0.21805E+09 0.22035E+09 0.21921E+09 37 0.17149E+08 0.16986E-03 -0.29180E+08 0.46329E+08 0.40571E+08 39 0.18486E+08 0.18298E-03 -0.31310E+08 0.49796E+08 0.43599E+08 48 0.32938E+07 0.95960E-02 -0.17572E+09 0.17902E+09 0.17739E+09 46 0.30607E+07 0.89405E-02 -0.16350E+09 0.16656E+09 0.16505E+09 Max= 0.23136E+09 0.23244E-01 -0.23273E+07 0.23687E+09 0.23564E+09 Min= 0.22949E+07 -0.20077E-01 -0.23440E+09 0.45629E+08 0.39770E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 24 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.12215E+09 -0.23832E-02 -0.40967E+07 0.12625E+09 0.12425E+09 3 0.13148E+09 -0.25725E-02 -0.44021E+07 0.13588E+09 0.13374E+09 12 0.32484E+08 0.30775E-03 -0.17818E+08 0.50302E+08 0.44176E+08 10 0.30135E+08 0.28563E-03 -0.16606E+08 0.46741E+08 0.41040E+08 13 0.15574E+09 -0.61548E-02 -0.32131E+07 0.15895E+09 0.15737E+09 15 0.16761E+09 -0.66356E-02 -0.34533E+07 0.17106E+09 0.16936E+09 24 0.51501E+07 0.0000 -0.11239E+09 0.11754E+09 0.11505E+09 22 0.47840E+07 0.0000 -0.10460E+09 0.10939E+09 0.10707E+09 25 0.10167E+09 0.0000 -0.49217E+07 0.10660E+09 0.10422E+09 27 0.10946E+09 0.0000 -0.52879E+07 0.11475E+09 0.11220E+09 36 0.33925E+07 0.87586E-02 -0.17061E+09 0.17400E+09 0.17233E+09 34 0.31523E+07 0.81605E-02 -0.15874E+09 0.16190E+09 0.16034E+09 37 0.15561E+08 0.16099E-03 -0.32157E+08 0.47719E+08 0.42150E+08 39 0.16774E+08 0.17331E-03 -0.34506E+08 0.51280E+08 0.45286E+08 48 0.43049E+07 0.41686E-02 -0.13445E+09 0.13876E+09 0.13665E+09 46 0.39995E+07 0.38863E-02 -0.12512E+09 0.12912E+09 0.12717E+09 Max= 0.16761E+09 0.87586E-02 -0.32131E+07 0.17400E+09 0.17233E+09 Min= 0.31523E+07 -0.66356E-02 -0.17061E+09 0.46741E+08 0.41040E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.12215E+09 -0.23832E-02 -0.40967E+07 0.12625E+09 0.12425E+09 3 0.13148E+09 -0.25725E-02 -0.44021E+07 0.13588E+09 0.13374E+09 12 0.32484E+08 0.30775E-03 -0.17818E+08 0.50302E+08 0.44176E+08 10 0.30135E+08 0.28563E-03 -0.16606E+08 0.46741E+08 0.41040E+08 13 0.15574E+09 -0.61548E-02 -0.32131E+07 0.15895E+09 0.15737E+09 15 0.16761E+09 -0.66356E-02 -0.34533E+07 0.17106E+09 0.16936E+09 24 0.51501E+07 0.0000 -0.11239E+09 0.11754E+09 0.11505E+09 22 0.47840E+07 0.0000 -0.10460E+09 0.10939E+09 0.10707E+09 25 0.10167E+09 0.0000 -0.49217E+07 0.10660E+09 0.10422E+09 27 0.10946E+09 0.0000 -0.52879E+07 0.11475E+09 0.11220E+09 36 0.33925E+07 0.87586E-02 -0.17061E+09 0.17400E+09 0.17233E+09 34 0.31523E+07 0.81605E-02 -0.15874E+09 0.16190E+09 0.16034E+09 37 0.15561E+08 0.16099E-03 -0.32157E+08 0.47719E+08 0.42150E+08 39 0.16774E+08 0.17331E-03 -0.34506E+08 0.51280E+08 0.45286E+08 48 0.43049E+07 0.41686E-02 -0.13445E+09 0.13876E+09 0.13665E+09 46 0.39995E+07 0.38863E-02 -0.12512E+09 0.12912E+09 0.12717E+09 Max= 0.16761E+09 0.87586E-02 -0.32131E+07 0.17400E+09 0.17233E+09 Min= 0.31523E+07 -0.66356E-02 -0.17061E+09 0.46741E+08 0.41040E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 25 SECTION ID = 2


ANNEXES

219

ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.84648E+08 -0.24858E-03 -0.59117E+07 0.90560E+08 0.87753E+08 3 0.91145E+08 -0.27097E-03 -0.63503E+07 0.97495E+08 0.94480E+08 12 0.35760E+08 0.33082E-03 -0.16185E+08 0.51946E+08 0.46039E+08 10 0.33177E+08 0.30713E-03 -0.15083E+08 0.48260E+08 0.42762E+08 13 0.97491E+08 -0.77241E-03 -0.51329E+07 0.10262E+09 0.10016E+09 15 0.10496E+09 -0.83601E-03 -0.55145E+07 0.11047E+09 0.10782E+09 24 0.86791E+07 0.0000 -0.66689E+08 0.75368E+08 0.71425E+08 22 0.80577E+07 0.0000 -0.62104E+08 0.70162E+08 0.66500E+08 25 0.59404E+08 0.0000 -0.84239E+07 0.67828E+08 0.64033E+08 27 0.63989E+08 0.0000 -0.90453E+07 0.73034E+08 0.68958E+08 36 0.53654E+07 0.20778E-02 -0.10788E+09 0.11324E+09 0.11066E+09 34 0.49838E+07 0.19382E-02 -0.10041E+09 0.10539E+09 0.10299E+09 37 0.14166E+08 0.15870E-03 -0.35326E+08 0.49491E+08 0.44147E+08 39 0.15268E+08 0.17065E-03 -0.37909E+08 0.53177E+08 0.47424E+08 48 0.61563E+07 0.13400E-02 -0.94017E+08 0.10017E+09 0.97241E+08 46 0.57177E+07 0.12506E-02 -0.87520E+08 0.93238E+08 0.90515E+08 Max= 0.10496E+09 0.20778E-02 -0.51329E+07 0.11324E+09 0.11066E+09 Min= 0.49838E+07 -0.83601E-03 -0.10788E+09 0.48260E+08 0.42762E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.84648E+08 -0.24858E-03 -0.59117E+07 0.90560E+08 0.87753E+08 3 0.91145E+08 -0.27097E-03 -0.63503E+07 0.97495E+08 0.94480E+08 12 0.35760E+08 0.33082E-03 -0.16185E+08 0.51946E+08 0.46039E+08 10 0.33177E+08 0.30713E-03 -0.15083E+08 0.48260E+08 0.42762E+08 13 0.97491E+08 -0.77241E-03 -0.51329E+07 0.10262E+09 0.10016E+09 15 0.10496E+09 -0.83601E-03 -0.55145E+07 0.11047E+09 0.10782E+09 24 0.86791E+07 0.0000 -0.66689E+08 0.75368E+08 0.71425E+08 22 0.80577E+07 0.0000 -0.62104E+08 0.70162E+08 0.66500E+08 25 0.59404E+08 0.0000 -0.84239E+07 0.67828E+08 0.64033E+08 27 0.63989E+08 0.0000 -0.90453E+07 0.73034E+08 0.68958E+08 36 0.53654E+07 0.20778E-02 -0.10788E+09 0.11324E+09 0.11066E+09 34 0.49838E+07 0.19382E-02 -0.10041E+09 0.10539E+09 0.10299E+09 37 0.14166E+08 0.15870E-03 -0.35326E+08 0.49491E+08 0.44147E+08 39 0.15268E+08 0.17065E-03 -0.37909E+08 0.53177E+08 0.47424E+08 48 0.61563E+07 0.13400E-02 -0.94017E+08 0.10017E+09 0.97241E+08 46 0.57177E+07 0.12506E-02 -0.87520E+08 0.93238E+08 0.90515E+08 Max= 0.10496E+09 0.20778E-02 -0.51329E+07 0.11324E+09 0.11066E+09 Min= 0.49838E+07 -0.83601E-03 -0.10788E+09 0.48260E+08 0.42762E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 26 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.49523E+08 0.34142E-03 -0.10105E+08 0.59628E+08 0.55273E+08 3 0.53357E+08 0.36695E-03 -0.10848E+08 0.64205E+08 0.59527E+08 12 0.39235E+08 0.35030E-03 -0.14752E+08 0.53987E+08 0.48330E+08 10 0.36404E+08 0.32533E-03 -0.13746E+08 0.50150E+08 0.44884E+08 13 0.43654E+08 0.34662E-03 -0.11463E+08 0.55117E+08 0.50373E+08 15 0.47040E+08 0.37288E-03 -0.12304E+08 0.59345E+08 0.54249E+08 24 0.20064E+08 0.0000 -0.28847E+08 0.48911E+08 0.42586E+08 22 0.18612E+08 0.0000 -0.26886E+08 0.45498E+08 0.39619E+08 25 0.25125E+08 0.0000 -0.19917E+08 0.45042E+08 0.39094E+08 27 0.27086E+08 0.0000 -0.21369E+08 0.48455E+08 0.42060E+08 36 0.11694E+08 0.21831E-03 -0.49496E+08 0.61190E+08 0.56262E+08 34 0.10853E+08 0.20367E-03 -0.46110E+08 0.56962E+08 0.52386E+08 37 0.12942E+08 0.16393E-03 -0.38666E+08 0.51608E+08 0.46508E+08 39 0.13948E+08 0.17608E-03 -0.41497E+08 0.55445E+08 0.49954E+08 48 0.10349E+08 0.28308E-03 -0.55925E+08 0.66275E+08 0.61754E+08 46 0.96064E+07 0.26432E-03 -0.52091E+08 0.61698E+08 0.57500E+08 Max= 0.53357E+08 0.37288E-03 -0.10105E+08 0.66275E+08 0.61754E+08


ANNEXES

220

Min= 0.96064E+07 0.0000 -0.55925E+08 0.45042E+08 0.39094E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.49523E+08 0.34142E-03 -0.10105E+08 0.59628E+08 0.55273E+08 3 0.53357E+08 0.36695E-03 -0.10848E+08 0.64205E+08 0.59527E+08 12 0.39235E+08 0.35030E-03 -0.14752E+08 0.53987E+08 0.48330E+08 10 0.36404E+08 0.32533E-03 -0.13746E+08 0.50150E+08 0.44884E+08 13 0.43654E+08 0.34662E-03 -0.11463E+08 0.55117E+08 0.50373E+08 15 0.47040E+08 0.37288E-03 -0.12304E+08 0.59345E+08 0.54249E+08 24 0.20064E+08 0.0000 -0.28847E+08 0.48911E+08 0.42586E+08 22 0.18612E+08 0.0000 -0.26886E+08 0.45498E+08 0.39619E+08 25 0.25125E+08 0.0000 -0.19917E+08 0.45042E+08 0.39094E+08 27 0.27086E+08 0.0000 -0.21369E+08 0.48455E+08 0.42060E+08 36 0.11694E+08 0.21831E-03 -0.49496E+08 0.61190E+08 0.56262E+08 34 0.10853E+08 0.20367E-03 -0.46110E+08 0.56962E+08 0.52386E+08 37 0.12942E+08 0.16393E-03 -0.38666E+08 0.51608E+08 0.46508E+08 39 0.13948E+08 0.17608E-03 -0.41497E+08 0.55445E+08 0.49954E+08 48 0.10349E+08 0.28308E-03 -0.55925E+08 0.66275E+08 0.61754E+08 46 0.96064E+07 0.26432E-03 -0.52091E+08 0.61698E+08 0.57500E+08 Max= 0.53357E+08 0.37288E-03 -0.10105E+08 0.66275E+08 0.61754E+08 Min= 0.96064E+07 0.0000 -0.55925E+08 0.45042E+08 0.39094E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 29 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.35481E+08 0.30657E-03 -0.11761E+08 0.47243E+08 0.42598E+08 3 0.42360E+08 0.36091E-03 -0.13409E+08 0.55769E+08 0.50420E+08 12 0.98821E+07 0.30749E-03 -0.57477E+08 0.67359E+08 0.63002E+08 10 0.83123E+07 0.27683E-03 -0.50203E+08 0.58515E+08 0.54834E+08 13 0.76409E+08 -0.19768E-03 -0.54614E+07 0.81870E+08 0.79281E+08 15 0.90337E+08 -0.26998E-03 -0.62876E+07 0.96624E+08 0.93639E+08 24 0.53533E+07 0.0000 -0.10610E+09 0.11146E+09 0.10888E+09 22 0.45365E+07 0.0000 -0.91987E+08 0.96524E+08 0.94337E+08 25 0.77510E+08 0.0000 -0.53838E+07 0.82894E+08 0.80338E+08 27 0.91624E+08 0.0000 -0.61992E+07 0.97823E+08 0.94876E+08 36 0.54202E+07 0.19340E-02 -0.10479E+09 0.11021E+09 0.10761E+09 34 0.45926E+07 0.17196E-02 -0.90864E+08 0.95457E+08 0.93245E+08 37 0.37650E+08 0.31297E-03 -0.11084E+08 0.48734E+08 0.44246E+08 39 0.44917E+08 0.36716E-03 -0.12646E+08 0.57562E+08 0.52397E+08 48 0.10390E+08 0.27157E-03 -0.54665E+08 0.65056E+08 0.60533E+08 46 0.87341E+07 0.24397E-03 -0.47778E+08 0.56512E+08 0.52691E+08 Max= 0.91624E+08 0.19340E-02 -0.53838E+07 0.11146E+09 0.10888E+09 Min= 0.45365E+07 -0.26998E-03 -0.10610E+09 0.47243E+08 0.42598E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.35481E+08 0.30657E-03 -0.11761E+08 0.47243E+08 0.42598E+08 3 0.42360E+08 0.36091E-03 -0.13409E+08 0.55769E+08 0.50420E+08 12 0.98821E+07 0.30749E-03 -0.57477E+08 0.67359E+08 0.63002E+08 10 0.83123E+07 0.27683E-03 -0.50203E+08 0.58515E+08 0.54834E+08 13 0.76409E+08 -0.19768E-03 -0.54614E+07 0.81870E+08 0.79281E+08 15 0.90337E+08 -0.26998E-03 -0.62876E+07 0.96624E+08 0.93639E+08 24 0.53533E+07 0.0000 -0.10610E+09 0.11146E+09 0.10888E+09 22 0.45365E+07 0.0000 -0.91987E+08 0.96524E+08 0.94337E+08 25 0.77510E+08 0.0000 -0.53838E+07 0.82894E+08 0.80338E+08 27 0.91624E+08 0.0000 -0.61992E+07 0.97823E+08 0.94876E+08 36 0.54202E+07 0.19340E-02 -0.10479E+09 0.11021E+09 0.10761E+09 34 0.45926E+07 0.17196E-02 -0.90864E+08 0.95457E+08 0.93245E+08 37 0.37650E+08 0.31297E-03 -0.11084E+08 0.48734E+08 0.44246E+08 39 0.44917E+08 0.36716E-03 -0.12646E+08 0.57562E+08 0.52397E+08 48 0.10390E+08 0.27157E-03 -0.54665E+08 0.65056E+08 0.60533E+08 46 0.87341E+07 0.24397E-03 -0.47778E+08 0.56512E+08 0.52691E+08


ANNEXES

221

Max= 0.91624E+08 0.19340E-02 -0.53838E+07 0.11146E+09 0.10888E+09 Min= 0.45365E+07 -0.26998E-03 -0.10610E+09 0.47243E+08 0.42598E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 30 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.30201E+08 0.27984E-03 -0.13817E+08 0.44019E+08 0.38991E+08 3 0.36118E+08 0.33202E-03 -0.15726E+08 0.51844E+08 0.46041E+08 12 0.18330E+08 0.18136E-03 -0.30987E+08 0.49317E+08 0.43176E+08 10 0.15311E+08 0.15277E-03 -0.27255E+08 0.42566E+08 0.37344E+08 13 0.40843E+08 0.31713E-03 -0.10217E+08 0.51060E+08 0.46796E+08 15 0.48676E+08 0.36994E-03 -0.11669E+08 0.60345E+08 0.55439E+08 24 0.10634E+08 0.0000 -0.53414E+08 0.64048E+08 0.59448E+08 22 0.89360E+07 0.0000 -0.46699E+08 0.55635E+08 0.51749E+08 25 0.34526E+08 0.0000 -0.12087E+08 0.46612E+08 0.41898E+08 27 0.41232E+08 0.0000 -0.13776E+08 0.55007E+08 0.49576E+08 36 0.92271E+07 0.36982E-03 -0.61558E+08 0.70785E+08 0.66652E+08 34 0.77684E+07 0.33342E-03 -0.53718E+08 0.61486E+08 0.57994E+08 37 0.18808E+08 0.18195E-03 -0.22188E+08 0.40996E+08 0.35543E+08 39 0.22537E+08 0.21794E-03 -0.25203E+08 0.47740E+08 0.41366E+08 48 0.11923E+08 0.20589E-03 -0.47638E+08 0.59562E+08 0.54586E+08 46 0.10004E+08 0.18292E-03 -0.41712E+08 0.51716E+08 0.47511E+08 Max= 0.48676E+08 0.36994E-03 -0.10217E+08 0.70785E+08 0.66652E+08 Min= 0.77684E+07 0.0000 -0.61558E+08 0.40996E+08 0.35543E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.30201E+08 0.27984E-03 -0.13817E+08 0.44019E+08 0.38991E+08 3 0.36118E+08 0.33202E-03 -0.15726E+08 0.51844E+08 0.46041E+08 12 0.18330E+08 0.18136E-03 -0.30987E+08 0.49317E+08 0.43176E+08 10 0.15311E+08 0.15277E-03 -0.27255E+08 0.42566E+08 0.37344E+08 13 0.40843E+08 0.31713E-03 -0.10217E+08 0.51060E+08 0.46796E+08 15 0.48676E+08 0.36994E-03 -0.11669E+08 0.60345E+08 0.55439E+08 24 0.10634E+08 0.0000 -0.53414E+08 0.64048E+08 0.59448E+08 22 0.89360E+07 0.0000 -0.46699E+08 0.55635E+08 0.51749E+08 25 0.34526E+08 0.0000 -0.12087E+08 0.46612E+08 0.41898E+08 27 0.41232E+08 0.0000 -0.13776E+08 0.55007E+08 0.49576E+08 36 0.92271E+07 0.36982E-03 -0.61558E+08 0.70785E+08 0.66652E+08 34 0.77684E+07 0.33342E-03 -0.53718E+08 0.61486E+08 0.57994E+08 37 0.18808E+08 0.18195E-03 -0.22188E+08 0.40996E+08 0.35543E+08 39 0.22537E+08 0.21794E-03 -0.25203E+08 0.47740E+08 0.41366E+08 48 0.11923E+08 0.20589E-03 -0.47638E+08 0.59562E+08 0.54586E+08 46 0.10004E+08 0.18292E-03 -0.41712E+08 0.51716E+08 0.47511E+08 Max= 0.48676E+08 0.36994E-03 -0.10217E+08 0.70785E+08 0.66652E+08 Min= 0.77684E+07 0.0000 -0.61558E+08 0.40996E+08 0.35543E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 31 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.25446E+08 0.24396E-03 -0.16399E+08 0.41846E+08 0.36521E+08 3 0.30472E+08 0.29122E-03 -0.18640E+08 0.49112E+08 0.42942E+08 12 0.37448E+08 0.33969E-03 -0.15168E+08 0.52616E+08 0.46909E+08 10 0.31325E+08 0.28678E-03 -0.13322E+08 0.44647E+08 0.39699E+08 13 0.16147E+08 0.15866E-03 -0.25844E+08 0.41991E+08 0.36687E+08 15 0.19337E+08 0.18903E-03 -0.29373E+08 0.48710E+08 0.42482E+08 24 0.32608E+08 0.0000 -0.17419E+08 0.50027E+08 0.43985E+08 22 0.27243E+08 0.0000 -0.15318E+08 0.42561E+08 0.37338E+08 25 0.10930E+08 0.0000 -0.38179E+08 0.49109E+08 0.44659E+08 27 0.13041E+08 0.0000 -0.43554E+08 0.56595E+08 0.51333E+08 36 0.21335E+08 0.20658E-03 -0.26623E+08 0.47958E+08 0.41617E+08


ANNEXES

222

34 0.17807E+08 0.17267E-03 -0.23435E+08 0.41242E+08 0.35827E+08 37 0.96989E+07 0.19365E-03 -0.43026E+08 0.52725E+08 0.48607E+08 39 0.11554E+08 0.21728E-03 -0.49159E+08 0.60713E+08 0.55840E+08 48 0.13851E+08 0.17416E-03 -0.41007E+08 0.54858E+08 0.49411E+08 46 0.11601E+08 0.15168E-03 -0.35972E+08 0.47573E+08 0.42963E+08 Max= 0.37448E+08 0.33969E-03 -0.13322E+08 0.60713E+08 0.55840E+08 Min= 0.96989E+07 0.0000 -0.49159E+08 0.41242E+08 0.35827E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.25446E+08 0.24396E-03 -0.16399E+08 0.41846E+08 0.36521E+08 3 0.30472E+08 0.29122E-03 -0.18640E+08 0.49112E+08 0.42942E+08 12 0.37448E+08 0.33969E-03 -0.15168E+08 0.52616E+08 0.46909E+08 10 0.31325E+08 0.28678E-03 -0.13322E+08 0.44647E+08 0.39699E+08 13 0.16147E+08 0.15866E-03 -0.25844E+08 0.41991E+08 0.36687E+08 15 0.19337E+08 0.18903E-03 -0.29373E+08 0.48710E+08 0.42482E+08 24 0.32608E+08 0.0000 -0.17419E+08 0.50027E+08 0.43985E+08 22 0.27243E+08 0.0000 -0.15318E+08 0.42561E+08 0.37338E+08 25 0.10930E+08 0.0000 -0.38179E+08 0.49109E+08 0.44659E+08 27 0.13041E+08 0.0000 -0.43554E+08 0.56595E+08 0.51333E+08 36 0.21335E+08 0.20658E-03 -0.26623E+08 0.47958E+08 0.41617E+08 34 0.17807E+08 0.17267E-03 -0.23435E+08 0.41242E+08 0.35827E+08 37 0.96989E+07 0.19365E-03 -0.43026E+08 0.52725E+08 0.48607E+08 39 0.11554E+08 0.21728E-03 -0.49159E+08 0.60713E+08 0.55840E+08 48 0.13851E+08 0.17416E-03 -0.41007E+08 0.54858E+08 0.49411E+08 46 0.11601E+08 0.15168E-03 -0.35972E+08 0.47573E+08 0.42963E+08 Max= 0.37448E+08 0.33969E-03 -0.13322E+08 0.60713E+08 0.55840E+08 Min= 0.96989E+07 0.0000 -0.49159E+08 0.41242E+08 0.35827E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 32 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.21301E+08 0.20594E-03 -0.19591E+08 0.40892E+08 0.35424E+08 3 0.25525E+08 0.24671E-03 -0.22253E+08 0.47778E+08 0.41409E+08 12 0.65845E+08 0.27112E-03 -0.86263E+07 0.74471E+08 0.70554E+08 10 0.55472E+08 0.24331E-03 -0.75227E+07 0.62995E+08 0.59591E+08 13 0.72826E+07 0.40249E-03 -0.57301E+08 0.64584E+08 0.61268E+08 15 0.86426E+07 0.44641E-03 -0.65721E+08 0.74364E+08 0.70441E+08 24 0.80237E+08 0.0000 -0.70790E+07 0.87316E+08 0.84000E+08 22 0.67770E+08 0.0000 -0.61577E+07 0.73927E+08 0.71049E+08 25 0.50876E+07 0.0000 -0.82024E+08 0.87111E+08 0.84682E+08 27 0.60110E+07 0.0000 -0.94493E+08 0.10050E+09 0.97637E+08 36 0.52561E+08 0.36432E-03 -0.10806E+08 0.63367E+08 0.58715E+08 34 0.44147E+08 0.31434E-03 -0.94525E+07 0.53600E+08 0.49554E+08 37 0.60221E+07 0.72481E-03 -0.69296E+08 0.75318E+08 0.72495E+08 39 0.71292E+07 0.80737E-03 -0.79672E+08 0.86801E+08 0.83465E+08 48 0.16284E+08 0.17051E-03 -0.34881E+08 0.51165E+08 0.45275E+08 46 0.13615E+08 0.14528E-03 -0.30650E+08 0.44265E+08 0.39269E+08 Max= 0.80237E+08 0.80737E-03 -0.61577E+07 0.10050E+09 0.97637E+08 Min= 0.50876E+07 0.0000 -0.94493E+08 0.40892E+08 0.35424E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.21301E+08 0.20594E-03 -0.19591E+08 0.40892E+08 0.35424E+08 3 0.25525E+08 0.24671E-03 -0.22253E+08 0.47778E+08 0.41409E+08 12 0.65845E+08 0.27112E-03 -0.86263E+07 0.74471E+08 0.70554E+08 10 0.55472E+08 0.24331E-03 -0.75227E+07 0.62995E+08 0.59591E+08 13 0.72826E+07 0.40249E-03 -0.57301E+08 0.64584E+08 0.61268E+08 15 0.86426E+07 0.44641E-03 -0.65721E+08 0.74364E+08 0.70441E+08 24 0.80237E+08 0.0000 -0.70790E+07 0.87316E+08 0.84000E+08 22 0.67770E+08 0.0000 -0.61577E+07 0.73927E+08 0.71049E+08 25 0.50876E+07 0.0000 -0.82024E+08 0.87111E+08 0.84682E+08


ANNEXES

223

27 0.60110E+07 0.0000 -0.94493E+08 0.10050E+09 0.97637E+08 36 0.52561E+08 0.36432E-03 -0.10806E+08 0.63367E+08 0.58715E+08 34 0.44147E+08 0.31434E-03 -0.94525E+07 0.53600E+08 0.49554E+08 37 0.60221E+07 0.72481E-03 -0.69296E+08 0.75318E+08 0.72495E+08 39 0.71292E+07 0.80737E-03 -0.79672E+08 0.86801E+08 0.83465E+08 48 0.16284E+08 0.17051E-03 -0.34881E+08 0.51165E+08 0.45275E+08 46 0.13615E+08 0.14528E-03 -0.30650E+08 0.44265E+08 0.39269E+08 Max= 0.80237E+08 0.80737E-03 -0.61577E+07 0.10050E+09 0.97637E+08 Min= 0.50876E+07 0.0000 -0.94493E+08 0.40892E+08 0.35424E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 35 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.45567E+07 0.12319E-02 -0.77167E+08 0.81723E+08 0.79543E+08 3 0.51633E+07 0.15774E-02 -0.92692E+08 0.97856E+08 0.95379E+08 12 0.28593E+08 0.27241E-03 -0.16738E+08 0.45331E+08 0.39703E+08 10 0.26066E+08 0.24547E-03 -0.13490E+08 0.39556E+08 0.34829E+08 13 0.32378E+07 0.36337E-02 -0.10860E+09 0.11184E+09 0.11025E+09 15 0.36976E+07 0.45326E-02 -0.12944E+09 0.13313E+09 0.13132E+09 24 0.11824E+09 0.0000 -0.40476E+07 0.12229E+09 0.12032E+09 22 0.10369E+09 0.0000 -0.33912E+07 0.10708E+09 0.10542E+09 25 0.49236E+07 0.0000 -0.71416E+08 0.76339E+08 0.74000E+08 27 0.55677E+07 0.0000 -0.85959E+08 0.91527E+08 0.88874E+08 36 0.16249E+09 -0.75895E-02 -0.29454E+07 0.16543E+09 0.16398E+09 34 0.14165E+09 -0.69042E-02 -0.24824E+07 0.14413E+09 0.14291E+09 37 0.32161E+08 0.27989E-03 -0.10933E+08 0.43094E+08 0.38801E+08 39 0.35450E+08 0.31741E-03 -0.13501E+08 0.48951E+08 0.43790E+08 48 0.12516E+09 -0.28327E-02 -0.38240E+07 0.12898E+09 0.12711E+09 46 0.10962E+09 -0.26511E-02 -0.32076E+07 0.11283E+09 0.11126E+09 Max= 0.16249E+09 0.45326E-02 -0.24824E+07 0.16543E+09 0.16398E+09 Min= 0.32378E+07 -0.75895E-02 -0.12944E+09 0.39556E+08 0.34829E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.45567E+07 0.12319E-02 -0.77167E+08 0.81723E+08 0.79543E+08 3 0.51633E+07 0.15774E-02 -0.92692E+08 0.97856E+08 0.95379E+08 12 0.28593E+08 0.27241E-03 -0.16738E+08 0.45331E+08 0.39703E+08 10 0.26066E+08 0.24547E-03 -0.13490E+08 0.39556E+08 0.34829E+08 13 0.32378E+07 0.36337E-02 -0.10860E+09 0.11184E+09 0.11025E+09 15 0.36976E+07 0.45326E-02 -0.12944E+09 0.13313E+09 0.13132E+09 24 0.11824E+09 0.0000 -0.40476E+07 0.12229E+09 0.12032E+09 22 0.10369E+09 0.0000 -0.33912E+07 0.10708E+09 0.10542E+09 25 0.49236E+07 0.0000 -0.71416E+08 0.76339E+08 0.74000E+08 27 0.55677E+07 0.0000 -0.85959E+08 0.91527E+08 0.88874E+08 36 0.16249E+09 -0.75895E-02 -0.29454E+07 0.16543E+09 0.16398E+09 34 0.14165E+09 -0.69042E-02 -0.24824E+07 0.14413E+09 0.14291E+09 37 0.32161E+08 0.27989E-03 -0.10933E+08 0.43094E+08 0.38801E+08 39 0.35450E+08 0.31741E-03 -0.13501E+08 0.48951E+08 0.43790E+08 48 0.12516E+09 -0.28327E-02 -0.38240E+07 0.12898E+09 0.12711E+09 46 0.10962E+09 -0.26511E-02 -0.32076E+07 0.11283E+09 0.11126E+09 Max= 0.16249E+09 0.45326E-02 -0.24824E+07 0.16543E+09 0.16398E+09 Min= 0.32378E+07 -0.75895E-02 -0.12944E+09 0.39556E+08 0.34829E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 36 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.90796E+07 0.17132E-03 -0.38726E+08 0.47806E+08 0.43975E+08 3 0.10079E+08 0.22034E-03 -0.47484E+08 0.57563E+08 0.53244E+08 12 0.24566E+08 0.23720E-03 -0.19482E+08 0.44048E+08 0.38231E+08


ANNEXES

224

10 0.22441E+08 0.21594E-03 -0.15669E+08 0.38110E+08 0.33177E+08 13 0.75815E+07 0.25846E-03 -0.46379E+08 0.53961E+08 0.50598E+08 15 0.84640E+07 0.34011E-03 -0.56545E+08 0.65009E+08 0.61218E+08 24 0.62191E+08 0.0000 -0.76956E+07 0.69887E+08 0.66374E+08 22 0.55465E+08 0.0000 -0.63396E+07 0.61804E+08 0.58891E+08 25 0.12596E+08 0.0000 -0.27916E+08 0.40512E+08 0.35911E+08 27 0.13854E+08 0.0000 -0.34545E+08 0.48399E+08 0.43173E+08 36 0.87364E+08 -0.40810E-03 -0.54782E+07 0.92842E+08 0.90228E+08 34 0.77159E+08 -0.44146E-03 -0.45571E+07 0.81716E+08 0.79536E+08 37 0.36631E+08 0.29059E-03 -0.95989E+07 0.46230E+08 0.42257E+08 39 0.40530E+08 0.33564E-03 -0.11809E+08 0.52338E+08 0.47547E+08 48 0.77394E+08 -0.78885E-04 -0.61840E+07 0.83578E+08 0.80664E+08 46 0.68579E+08 -0.13254E-03 -0.51273E+07 0.73706E+08 0.71281E+08 Max= 0.87364E+08 0.34011E-03 -0.45571E+07 0.92842E+08 0.90228E+08 Min= 0.75815E+07 -0.44146E-03 -0.56545E+08 0.38110E+08 0.33177E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.90796E+07 0.17132E-03 -0.38726E+08 0.47806E+08 0.43975E+08 3 0.10079E+08 0.22034E-03 -0.47484E+08 0.57563E+08 0.53244E+08 12 0.24566E+08 0.23720E-03 -0.19482E+08 0.44048E+08 0.38231E+08 10 0.22441E+08 0.21594E-03 -0.15669E+08 0.38110E+08 0.33177E+08 13 0.75815E+07 0.25846E-03 -0.46379E+08 0.53961E+08 0.50598E+08 15 0.84640E+07 0.34011E-03 -0.56545E+08 0.65009E+08 0.61218E+08 24 0.62191E+08 0.0000 -0.76956E+07 0.69887E+08 0.66374E+08 22 0.55465E+08 0.0000 -0.63396E+07 0.61804E+08 0.58891E+08 25 0.12596E+08 0.0000 -0.27916E+08 0.40512E+08 0.35911E+08 27 0.13854E+08 0.0000 -0.34545E+08 0.48399E+08 0.43173E+08 36 0.87364E+08 -0.40810E-03 -0.54782E+07 0.92842E+08 0.90228E+08 34 0.77159E+08 -0.44146E-03 -0.45571E+07 0.81716E+08 0.79536E+08 37 0.36631E+08 0.29059E-03 -0.95989E+07 0.46230E+08 0.42257E+08 39 0.40530E+08 0.33564E-03 -0.11809E+08 0.52338E+08 0.47547E+08 48 0.77394E+08 -0.78885E-04 -0.61840E+07 0.83578E+08 0.80664E+08 46 0.68579E+08 -0.13254E-03 -0.51273E+07 0.73706E+08 0.71281E+08 Max= 0.87364E+08 0.34011E-03 -0.45571E+07 0.92842E+08 0.90228E+08 Min= 0.75815E+07 -0.44146E-03 -0.56545E+08 0.38110E+08 0.33177E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 37 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.26557E+08 0.24899E-03 -0.13240E+08 0.39797E+08 0.35103E+08 3 0.29142E+08 0.27676E-03 -0.16423E+08 0.45565E+08 0.39970E+08 12 0.21049E+08 0.20352E-03 -0.22737E+08 0.43786E+08 0.37929E+08 10 0.19242E+08 0.18603E-03 -0.18274E+08 0.37516E+08 0.32493E+08 13 0.37214E+08 0.29099E-03 -0.94486E+07 0.46663E+08 0.42729E+08 15 0.41194E+08 0.33696E-03 -0.11618E+08 0.52812E+08 0.48068E+08 24 0.19429E+08 0.0000 -0.24634E+08 0.44062E+08 0.38248E+08 22 0.17756E+08 0.0000 -0.19803E+08 0.37559E+08 0.32543E+08 25 0.43867E+08 0.0000 -0.80156E+07 0.51883E+08 0.48375E+08 27 0.48814E+08 0.0000 -0.98045E+07 0.58619E+08 0.54383E+08 36 0.24093E+08 0.23276E-03 -0.19865E+08 0.43958E+08 0.38127E+08 34 0.22013E+08 0.21209E-03 -0.15974E+08 0.37986E+08 0.33035E+08 37 0.41342E+08 0.28666E-03 -0.85052E+07 0.49847E+08 0.46186E+08 39 0.45916E+08 0.33873E-03 -0.10423E+08 0.56339E+08 0.51918E+08 48 0.34828E+08 0.31424E-03 -0.13742E+08 0.48570E+08 0.43364E+08 46 0.31611E+08 0.27768E-03 -0.11123E+08 0.42735E+08 0.38401E+08 Max= 0.48814E+08 0.33873E-03 -0.80156E+07 0.58619E+08 0.54383E+08 Min= 0.17756E+08 0.0000 -0.24634E+08 0.37516E+08 0.32493E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.26557E+08 0.24899E-03 -0.13240E+08 0.39797E+08 0.35103E+08


ANNEXES

225

3 0.29142E+08 0.27676E-03 -0.16423E+08 0.45565E+08 0.39970E+08 12 0.21049E+08 0.20352E-03 -0.22737E+08 0.43786E+08 0.37929E+08 10 0.19242E+08 0.18603E-03 -0.18274E+08 0.37516E+08 0.32493E+08 13 0.37214E+08 0.29099E-03 -0.94486E+07 0.46663E+08 0.42729E+08 15 0.41194E+08 0.33696E-03 -0.11618E+08 0.52812E+08 0.48068E+08 24 0.19429E+08 0.0000 -0.24634E+08 0.44062E+08 0.38248E+08 22 0.17756E+08 0.0000 -0.19803E+08 0.37559E+08 0.32543E+08 25 0.43867E+08 0.0000 -0.80156E+07 0.51883E+08 0.48375E+08 27 0.48814E+08 0.0000 -0.98045E+07 0.58619E+08 0.54383E+08 36 0.24093E+08 0.23276E-03 -0.19865E+08 0.43958E+08 0.38127E+08 34 0.22013E+08 0.21209E-03 -0.15974E+08 0.37986E+08 0.33035E+08 37 0.41342E+08 0.28666E-03 -0.85052E+07 0.49847E+08 0.46186E+08 39 0.45916E+08 0.33873E-03 -0.10423E+08 0.56339E+08 0.51918E+08 48 0.34828E+08 0.31424E-03 -0.13742E+08 0.48570E+08 0.43364E+08 46 0.31611E+08 0.27768E-03 -0.11123E+08 0.42735E+08 0.38401E+08 Max= 0.48814E+08 0.33873E-03 -0.80156E+07 0.58619E+08 0.54383E+08 Min= 0.17756E+08 0.0000 -0.24634E+08 0.37516E+08 0.32493E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 38 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.61955E+08 0.41723E-04 -0.56754E+07 0.67630E+08 0.64979E+08 3 0.69708E+08 0.10309E-03 -0.68657E+07 0.76574E+08 0.73382E+08 12 0.18052E+08 0.17602E-03 -0.26512E+08 0.44564E+08 0.38825E+08 10 0.16489E+08 0.15980E-03 -0.21325E+08 0.37814E+08 0.32837E+08 13 0.97920E+08 -0.16431E-02 -0.35909E+07 0.10151E+09 0.99764E+08 15 0.11153E+09 -0.17183E-02 -0.42914E+07 0.11582E+09 0.11373E+09 24 0.66852E+07 0.0000 -0.71591E+08 0.78276E+08 0.75157E+08 22 0.59434E+07 0.0000 -0.59162E+08 0.65105E+08 0.62346E+08 25 0.90892E+08 0.0000 -0.38686E+07 0.94760E+08 0.92886E+08 27 0.10334E+09 0.0000 -0.46312E+07 0.10797E+09 0.10573E+09 36 0.60237E+07 0.96437E-03 -0.79453E+08 0.85477E+08 0.82630E+08 34 0.53387E+07 0.74314E-03 -0.65863E+08 0.71202E+08 0.68688E+08 37 0.46245E+08 0.26416E-03 -0.76035E+07 0.53848E+08 0.50478E+08 39 0.51549E+08 0.32202E-03 -0.92844E+07 0.60833E+08 0.56763E+08 48 0.11737E+08 0.17155E-03 -0.40775E+08 0.52513E+08 0.47739E+08 46 0.10623E+08 0.13949E-03 -0.33099E+08 0.43722E+08 0.39497E+08 Max= 0.11153E+09 0.96437E-03 -0.35909E+07 0.11582E+09 0.11373E+09 Min= 0.53387E+07 -0.17183E-02 -0.79453E+08 0.37814E+08 0.32837E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.61955E+08 0.41723E-04 -0.56754E+07 0.67630E+08 0.64979E+08 3 0.69708E+08 0.10309E-03 -0.68657E+07 0.76574E+08 0.73382E+08 12 0.18052E+08 0.17602E-03 -0.26512E+08 0.44564E+08 0.38825E+08 10 0.16489E+08 0.15980E-03 -0.21325E+08 0.37814E+08 0.32837E+08 13 0.97920E+08 -0.16431E-02 -0.35909E+07 0.10151E+09 0.99764E+08 15 0.11153E+09 -0.17183E-02 -0.42914E+07 0.11582E+09 0.11373E+09 24 0.66852E+07 0.0000 -0.71591E+08 0.78276E+08 0.75157E+08 22 0.59434E+07 0.0000 -0.59162E+08 0.65105E+08 0.62346E+08 25 0.90892E+08 0.0000 -0.38686E+07 0.94760E+08 0.92886E+08 27 0.10334E+09 0.0000 -0.46312E+07 0.10797E+09 0.10573E+09 36 0.60237E+07 0.96437E-03 -0.79453E+08 0.85477E+08 0.82630E+08 34 0.53387E+07 0.74314E-03 -0.65863E+08 0.71202E+08 0.68688E+08 37 0.46245E+08 0.26416E-03 -0.76035E+07 0.53848E+08 0.50478E+08 39 0.51549E+08 0.32202E-03 -0.92844E+07 0.60833E+08 0.56763E+08 48 0.11737E+08 0.17155E-03 -0.40775E+08 0.52513E+08 0.47739E+08 46 0.10623E+08 0.13949E-03 -0.33099E+08 0.43722E+08 0.39497E+08 Max= 0.11153E+09 0.96437E-03 -0.35909E+07 0.11582E+09 0.11373E+09 Min= 0.53387E+07 -0.17183E-02 -0.79453E+08 0.37814E+08 0.32837E+08 STRESSES AT BEAM SECTION NODAL POINTS


ANNEXES

226

ELEMENT = 39 SECTION ID = 5 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.19258E+07 0.18396E-04 -0.11687E+07 0.30945E+07 0.27066E+07 3 0.79567E+06 0.17521E-04 -0.37660E+07 0.45617E+07 0.42205E+07 12 0.18702E+06 0.14299E-02 -0.16023E+08 0.16210E+08 0.16117E+08 10 0.21223E+06 0.54075E-03 -0.10605E+08 0.10817E+08 0.10713E+08 13 0.26186E+08 -0.82394E-02 -85952. 0.26272E+08 0.26229E+08 15 0.26385E+08 -0.62522E-02 -0.11357E+06 0.26498E+08 0.26442E+08 24 0.56025E+06 0.0000 -0.53486E+07 0.59089E+07 0.56496E+07 22 0.11458E+07 0.0000 -0.19643E+07 0.31101E+07 0.27243E+07 25 0.50834E+08 0.0000 -44276. 0.50878E+08 0.50856E+08 27 0.54814E+08 0.0000 -54667. 0.54869E+08 0.54842E+08 36 0.23826E+08 -0.45486E-02 -0.12577E+06 0.23952E+08 0.23889E+08 34 0.23966E+08 -0.62673E-02 -93915. 0.24059E+08 0.24013E+08 37 0.60401E+08 -0.10440 -37263. 0.60439E+08 0.60420E+08 39 0.65853E+08 -0.10153 -45504. 0.65898E+08 0.65875E+08 48 0.52998E+08 -0.52692E-01 -56540. 0.53055E+08 0.53027E+08 46 0.49260E+08 -0.56422E-01 -45691. 0.49306E+08 0.49283E+08 Max= 0.65853E+08 0.14299E-02 -37263. 0.65898E+08 0.65875E+08 Min= 0.18702E+06 -0.10440 -0.16023E+08 0.30945E+07 0.27066E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.19258E+07 0.18396E-04 -0.11687E+07 0.30945E+07 0.27066E+07 3 0.79567E+06 0.17521E-04 -0.37660E+07 0.45617E+07 0.42205E+07 12 0.18702E+06 0.14299E-02 -0.16023E+08 0.16210E+08 0.16117E+08 10 0.21223E+06 0.54075E-03 -0.10605E+08 0.10817E+08 0.10713E+08 13 0.26186E+08 -0.82394E-02 -85952. 0.26272E+08 0.26229E+08 15 0.26385E+08 -0.62522E-02 -0.11357E+06 0.26498E+08 0.26442E+08 24 0.56025E+06 0.0000 -0.53486E+07 0.59089E+07 0.56496E+07 22 0.11458E+07 0.0000 -0.19643E+07 0.31101E+07 0.27243E+07 25 0.50834E+08 0.0000 -44276. 0.50878E+08 0.50856E+08 27 0.54814E+08 0.0000 -54667. 0.54869E+08 0.54842E+08 36 0.23826E+08 -0.45486E-02 -0.12577E+06 0.23952E+08 0.23889E+08 34 0.23966E+08 -0.62673E-02 -93915. 0.24059E+08 0.24013E+08 37 0.60401E+08 -0.10440 -37263. 0.60439E+08 0.60420E+08 39 0.65853E+08 -0.10153 -45504. 0.65898E+08 0.65875E+08 48 0.52998E+08 -0.52692E-01 -56540. 0.53055E+08 0.53027E+08 46 0.49260E+08 -0.56422E-01 -45691. 0.49306E+08 0.49283E+08 Max= 0.65853E+08 0.14299E-02 -37263. 0.65898E+08 0.65875E+08 Min= 0.18702E+06 -0.10440 -0.16023E+08 0.30945E+07 0.27066E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 40 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.81850E+07 -0.14972E-03 -0.28539E+06 0.84704E+07 0.83313E+07 3 0.41277E+07 0.27789E-04 -0.81491E+06 0.49426E+07 0.45897E+07 12 0.44358E+08 -0.27311E-01 -75831. 0.44433E+08 0.44396E+08 10 0.42096E+08 -0.33771E-01 -55490. 0.42151E+08 0.42124E+08 13 0.17987E+06 0.97142E-03 -0.12987E+08 0.13167E+08 0.13078E+08 15 0.15508E+06 0.31972E-02 -0.21690E+08 0.21845E+08 0.21768E+08 24 0.77416E+08 0.0000 -43449. 0.77460E+08 0.77438E+08 22 0.69650E+08 0.0000 -33538. 0.69683E+08 0.69666E+08 25 0.28371E+06 0.0000 -0.82334E+07 0.85171E+07 0.83788E+07 27 0.21132E+06 0.0000 -0.15918E+08 0.16129E+08 0.16024E+08 36 0.83242E+08 -0.18314 -40408. 0.83282E+08 0.83262E+08 34 0.74505E+08 -0.18923 -31352. 0.74536E+08 0.74520E+08 37 0.19744E+08 -0.32912E-02 -0.11831E+06 0.19863E+08 0.19804E+08 39 0.17576E+08 -0.15130E-02 -0.19138E+06 0.17767E+08 0.17673E+08 48 0.58411E+08 -0.62902E-01 -57586. 0.58469E+08 0.58440E+08 46 0.53810E+08 -0.70967E-01 -43409. 0.53854E+08 0.53832E+08


ANNEXES

227

Max= 0.83242E+08 0.31972E-02 -31352. 0.83282E+08 0.83262E+08 Min= 0.15508E+06 -0.18923 -0.21690E+08 0.49426E+07 0.45897E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.81850E+07 -0.14972E-03 -0.28539E+06 0.84704E+07 0.83313E+07 3 0.41277E+07 0.27789E-04 -0.81491E+06 0.49426E+07 0.45897E+07 12 0.44358E+08 -0.27311E-01 -75831. 0.44433E+08 0.44396E+08 10 0.42096E+08 -0.33771E-01 -55490. 0.42151E+08 0.42124E+08 13 0.17987E+06 0.97142E-03 -0.12987E+08 0.13167E+08 0.13078E+08 15 0.15508E+06 0.31972E-02 -0.21690E+08 0.21845E+08 0.21768E+08 24 0.77416E+08 0.0000 -43449. 0.77460E+08 0.77438E+08 22 0.69650E+08 0.0000 -33538. 0.69683E+08 0.69666E+08 25 0.28371E+06 0.0000 -0.82334E+07 0.85171E+07 0.83788E+07 27 0.21132E+06 0.0000 -0.15918E+08 0.16129E+08 0.16024E+08 36 0.83242E+08 -0.18314 -40408. 0.83282E+08 0.83262E+08 34 0.74505E+08 -0.18923 -31352. 0.74536E+08 0.74520E+08 37 0.19744E+08 -0.32912E-02 -0.11831E+06 0.19863E+08 0.19804E+08 39 0.17576E+08 -0.15130E-02 -0.19138E+06 0.17767E+08 0.17673E+08 48 0.58411E+08 -0.62902E-01 -57586. 0.58469E+08 0.58440E+08 46 0.53810E+08 -0.70967E-01 -43409. 0.53854E+08 0.53832E+08 Max= 0.83242E+08 0.31972E-02 -31352. 0.83282E+08 0.83262E+08 Min= 0.15508E+06 -0.18923 -0.21690E+08 0.49426E+07 0.45897E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 41 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.23189E+08 -0.54571E-02 -0.10047E+06 0.23290E+08 0.23240E+08 3 0.21695E+08 -0.29962E-02 -0.15465E+06 0.21849E+08 0.21773E+08 12 0.39332E+08 -0.18984E-01 -85303. 0.39417E+08 0.39375E+08 10 0.37906E+08 -0.24631E-01 -61467. 0.37967E+08 0.37937E+08 13 0.13049E+08 -0.86041E-03 -0.17856E+06 0.13227E+08 0.13139E+08 15 0.96260E+07 -0.16512E-03 -0.34855E+06 0.99746E+07 0.98049E+07 24 0.52089E+08 0.0000 -64412. 0.52153E+08 0.52121E+08 22 0.48541E+08 0.0000 -48000. 0.48589E+08 0.48565E+08 25 0.13348E+08 0.0000 -0.17455E+06 0.13523E+08 0.13436E+08 27 0.99780E+07 0.0000 -0.33625E+06 0.10314E+08 0.10150E+08 36 0.52453E+08 -0.45539E-01 -63965. 0.52517E+08 0.52485E+08 34 0.48844E+08 -0.53104E-01 -47702. 0.48891E+08 0.48868E+08 37 0.23919E+08 -0.60079E-02 -97409. 0.24017E+08 0.23968E+08 39 0.22568E+08 -0.33961E-02 -0.14867E+06 0.22717E+08 0.22643E+08 48 0.40209E+08 -0.20306E-01 -83442. 0.40293E+08 0.40251E+08 46 0.38637E+08 -0.26104E-01 -60303. 0.38698E+08 0.38668E+08 Max= 0.52453E+08 0.0000 -47702. 0.52517E+08 0.52485E+08 Min= 0.96260E+07 -0.53104E-01 -0.34855E+06 0.99746E+07 0.98049E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.23189E+08 -0.54571E-02 -0.10047E+06 0.23290E+08 0.23240E+08 3 0.21695E+08 -0.29962E-02 -0.15465E+06 0.21849E+08 0.21773E+08 12 0.39332E+08 -0.18984E-01 -85303. 0.39417E+08 0.39375E+08 10 0.37906E+08 -0.24631E-01 -61467. 0.37967E+08 0.37937E+08 13 0.13049E+08 -0.86041E-03 -0.17856E+06 0.13227E+08 0.13139E+08 15 0.96260E+07 -0.16512E-03 -0.34855E+06 0.99746E+07 0.98049E+07 24 0.52089E+08 0.0000 -64412. 0.52153E+08 0.52121E+08 22 0.48541E+08 0.0000 -48000. 0.48589E+08 0.48565E+08 25 0.13348E+08 0.0000 -0.17455E+06 0.13523E+08 0.13436E+08 27 0.99780E+07 0.0000 -0.33625E+06 0.10314E+08 0.10150E+08 36 0.52453E+08 -0.45539E-01 -63965. 0.52517E+08 0.52485E+08 34 0.48844E+08 -0.53104E-01 -47702. 0.48891E+08 0.48868E+08 37 0.23919E+08 -0.60079E-02 -97409. 0.24017E+08 0.23968E+08 39 0.22568E+08 -0.33961E-02 -0.14867E+06 0.22717E+08 0.22643E+08 48 0.40209E+08 -0.20306E-01 -83442. 0.40293E+08 0.40251E+08


ANNEXES

228

46 0.38637E+08 -0.26104E-01 -60303. 0.38698E+08 0.38668E+08 Max= 0.52453E+08 0.0000 -47702. 0.52517E+08 0.52485E+08 Min= 0.96260E+07 -0.53104E-01 -0.34855E+06 0.99746E+07 0.98049E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 42 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.41627E+08 -0.32727E-01 -55972. 0.41683E+08 0.41655E+08 3 0.43795E+08 -0.26339E-01 -76611. 0.43871E+08 0.43833E+08 12 0.33322E+08 -0.11426E-01 -0.10069E+06 0.33423E+08 0.33373E+08 10 0.32894E+08 -0.15994E-01 -70831. 0.32965E+08 0.32930E+08 13 0.44081E+08 -0.38931E-01 -52856. 0.44134E+08 0.44107E+08 15 0.46739E+08 -0.32098E-01 -71785. 0.46810E+08 0.46775E+08 24 0.21482E+08 0.0000 -0.15618E+06 0.21638E+08 0.21560E+08 22 0.23012E+08 0.0000 -0.10125E+06 0.23113E+08 0.23062E+08 25 0.38816E+08 0.0000 -60026. 0.38876E+08 0.38846E+08 27 0.40423E+08 0.0000 -83000. 0.40506E+08 0.40465E+08 36 0.15220E+08 -0.93757E-03 -0.22045E+06 0.15440E+08 0.15331E+08 34 0.17769E+08 -0.23632E-02 -0.13112E+06 0.17901E+08 0.17835E+08 37 0.28923E+08 -0.10790E-01 -80556. 0.29004E+08 0.28964E+08 39 0.28562E+08 -0.71003E-02 -0.11747E+06 0.28680E+08 0.28621E+08 48 0.18133E+08 -0.16809E-02 -0.18503E+06 0.18318E+08 0.18226E+08 46 0.20211E+08 -0.35518E-02 -0.11528E+06 0.20326E+08 0.20269E+08 Max= 0.46739E+08 0.0000 -52856. 0.46810E+08 0.46775E+08 Min= 0.15220E+08 -0.38931E-01 -0.22045E+06 0.15440E+08 0.15331E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.41627E+08 -0.32727E-01 -55972. 0.41683E+08 0.41655E+08 3 0.43795E+08 -0.26339E-01 -76611. 0.43871E+08 0.43833E+08 12 0.33322E+08 -0.11426E-01 -0.10069E+06 0.33423E+08 0.33373E+08 10 0.32894E+08 -0.15994E-01 -70831. 0.32965E+08 0.32930E+08 13 0.44081E+08 -0.38931E-01 -52856. 0.44134E+08 0.44107E+08 15 0.46739E+08 -0.32098E-01 -71785. 0.46810E+08 0.46775E+08 24 0.21482E+08 0.0000 -0.15618E+06 0.21638E+08 0.21560E+08 22 0.23012E+08 0.0000 -0.10125E+06 0.23113E+08 0.23062E+08 25 0.38816E+08 0.0000 -60026. 0.38876E+08 0.38846E+08 27 0.40423E+08 0.0000 -83000. 0.40506E+08 0.40465E+08 36 0.15220E+08 -0.93757E-03 -0.22045E+06 0.15440E+08 0.15331E+08 34 0.17769E+08 -0.23632E-02 -0.13112E+06 0.17901E+08 0.17835E+08 37 0.28923E+08 -0.10790E-01 -80556. 0.29004E+08 0.28964E+08 39 0.28562E+08 -0.71003E-02 -0.11747E+06 0.28680E+08 0.28621E+08 48 0.18133E+08 -0.16809E-02 -0.18503E+06 0.18318E+08 0.18226E+08 46 0.20211E+08 -0.35518E-02 -0.11528E+06 0.20326E+08 0.20269E+08 Max= 0.46739E+08 0.0000 -52856. 0.46810E+08 0.46775E+08 Min= 0.15220E+08 -0.38931E-01 -0.22045E+06 0.15440E+08 0.15331E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 43 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.60091E+08 -0.99271E-01 -38774. 0.60130E+08 0.60110E+08 3 0.65947E+08 -0.90983E-01 -50876. 0.65998E+08 0.65972E+08 12 0.27319E+08 -0.61838E-02 -0.12281E+06 0.27442E+08 0.27381E+08 10 0.27886E+08 -0.96460E-02 -83552. 0.27970E+08 0.27928E+08 13 0.75217E+08 -0.19523 -30976. 0.75248E+08 0.75232E+08 15 0.84096E+08 -0.18934 -39896. 0.84136E+08 0.84116E+08 24 0.34524E+06 0.0000 -0.97181E+07 0.10063E+08 0.98953E+07 22 0.69254E+06 0.0000 -0.33643E+07 0.40569E+07 0.37588E+07 25 0.64374E+08 0.0000 -36194. 0.64410E+08 0.64392E+08


ANNEXES

229

27 0.71086E+08 0.0000 -47198. 0.71133E+08 0.71110E+08 36 0.14886E+06 0.36016E-02 -0.22539E+08 0.22688E+08 0.22614E+08 34 0.17020E+06 0.11448E-02 -0.13690E+08 0.13860E+08 0.13776E+08 37 0.33932E+08 -0.17584E-01 -68664. 0.34001E+08 0.33967E+08 39 0.34567E+08 -0.12787E-01 -97062. 0.34664E+08 0.34615E+08 48 0.68293E+06 0.31638E-04 -0.49128E+07 0.55958E+07 0.52875E+07 46 0.25336E+07 0.22431E-04 -0.91961E+06 0.34532E+07 0.30976E+07 Max= 0.84096E+08 0.36016E-02 -30976. 0.84136E+08 0.84116E+08 Min= 0.14886E+06 -0.19523 -0.22539E+08 0.34532E+07 0.30976E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.60091E+08 -0.99271E-01 -38774. 0.60130E+08 0.60110E+08 3 0.65947E+08 -0.90983E-01 -50876. 0.65998E+08 0.65972E+08 12 0.27319E+08 -0.61838E-02 -0.12281E+06 0.27442E+08 0.27381E+08 10 0.27886E+08 -0.96460E-02 -83552. 0.27970E+08 0.27928E+08 13 0.75217E+08 -0.19523 -30976. 0.75248E+08 0.75232E+08 15 0.84096E+08 -0.18934 -39896. 0.84136E+08 0.84116E+08 24 0.34524E+06 0.0000 -0.97181E+07 0.10063E+08 0.98953E+07 22 0.69254E+06 0.0000 -0.33643E+07 0.40569E+07 0.37588E+07 25 0.64374E+08 0.0000 -36194. 0.64410E+08 0.64392E+08 27 0.71086E+08 0.0000 -47198. 0.71133E+08 0.71110E+08 36 0.14886E+06 0.36016E-02 -0.22539E+08 0.22688E+08 0.22614E+08 34 0.17020E+06 0.11448E-02 -0.13690E+08 0.13860E+08 0.13776E+08 37 0.33932E+08 -0.17584E-01 -68664. 0.34001E+08 0.33967E+08 39 0.34567E+08 -0.12787E-01 -97062. 0.34664E+08 0.34615E+08 48 0.68293E+06 0.31638E-04 -0.49128E+07 0.55958E+07 0.52875E+07 46 0.25336E+07 0.22431E-04 -0.91961E+06 0.34532E+07 0.30976E+07 Max= 0.84096E+08 0.36016E-02 -30976. 0.84136E+08 0.84116E+08 Min= 0.14886E+06 -0.19523 -0.22539E+08 0.34532E+07 0.30976E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 44 SECTION ID = 5 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.68009E+06 0.23860E-03 -0.13043E+08 0.13723E+08 0.13396E+08 3 0.11644E+07 0.78946E-04 -0.10142E+08 0.11307E+08 0.10772E+08 12 0.66729E+07 0.53219E-04 -0.17698E+07 0.84427E+07 0.77117E+07 10 0.28166E+07 0.27239E-04 -0.31493E+07 0.59659E+07 0.51693E+07 13 0.23643E+06 0.62881E-02 -0.37518E+08 0.37755E+08 0.37637E+08 15 0.31045E+06 0.48995E-02 -0.38041E+08 0.38351E+08 0.38197E+08 24 0.19229E+07 0.0000 -0.61416E+07 0.80645E+07 0.72956E+07 22 0.96395E+06 0.0000 -0.92022E+07 0.10166E+08 0.97200E+07 25 0.14628E+06 0.0000 -0.60638E+08 0.60784E+08 0.60711E+08 27 0.18255E+06 0.0000 -0.64694E+08 0.64877E+08 0.64785E+08 36 0.37640E+06 0.27222E-02 -0.31376E+08 0.31753E+08 0.31566E+08 34 0.27958E+06 0.37783E-02 -0.31728E+08 0.32008E+08 0.31869E+08 37 0.12944E+06 0.38767E-01 -0.68527E+08 0.68656E+08 0.68592E+08 39 0.16004E+06 0.36333E-01 -0.73793E+08 0.73953E+08 0.73873E+08 48 0.19700E+06 0.19423E-01 -0.59949E+08 0.60146E+08 0.60048E+08 46 0.15693E+06 0.21704E-01 -0.56524E+08 0.56681E+08 0.56603E+08 Max= 0.66729E+07 0.38767E-01 -0.17698E+07 0.73953E+08 0.73873E+08 Min= 0.12944E+06 0.0000 -0.73793E+08 0.59659E+07 0.51693E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.68009E+06 0.23860E-03 -0.13043E+08 0.13723E+08 0.13396E+08 3 0.11644E+07 0.78946E-04 -0.10142E+08 0.11307E+08 0.10772E+08 12 0.66729E+07 0.53219E-04 -0.17698E+07 0.84427E+07 0.77117E+07 10 0.28166E+07 0.27239E-04 -0.31493E+07 0.59659E+07 0.51693E+07 13 0.23643E+06 0.62881E-02 -0.37518E+08 0.37755E+08 0.37637E+08 15 0.31045E+06 0.48995E-02 -0.38041E+08 0.38351E+08 0.38197E+08 24 0.19229E+07 0.0000 -0.61416E+07 0.80645E+07 0.72956E+07


ANNEXES

230

22 0.96395E+06 0.0000 -0.92022E+07 0.10166E+08 0.97200E+07 25 0.14628E+06 0.0000 -0.60638E+08 0.60784E+08 0.60711E+08 27 0.18255E+06 0.0000 -0.64694E+08 0.64877E+08 0.64785E+08 36 0.37640E+06 0.27222E-02 -0.31376E+08 0.31753E+08 0.31566E+08 34 0.27958E+06 0.37783E-02 -0.31728E+08 0.32008E+08 0.31869E+08 37 0.12944E+06 0.38767E-01 -0.68527E+08 0.68656E+08 0.68592E+08 39 0.16004E+06 0.36333E-01 -0.73793E+08 0.73953E+08 0.73873E+08 48 0.19700E+06 0.19423E-01 -0.59949E+08 0.60146E+08 0.60048E+08 46 0.15693E+06 0.21704E-01 -0.56524E+08 0.56681E+08 0.56603E+08 Max= 0.66729E+07 0.38767E-01 -0.17698E+07 0.73953E+08 0.73873E+08 Min= 0.12944E+06 0.0000 -0.73793E+08 0.59659E+07 0.51693E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 45 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 64957. 0.85419E-02 -0.22816E+08 0.22881E+08 0.22848E+08 3 0.11273E+06 0.33612E-02 -0.18932E+08 0.19044E+08 0.18988E+08 12 36101. 0.10380 -0.59115E+08 0.59151E+08 0.59133E+08 10 26311. 0.12935 -0.56327E+08 0.56353E+08 0.56340E+08 13 0.91079E+06 0.90934E-05 -0.16272E+07 0.25380E+07 0.22270E+07 15 0.78927E+07 -0.14868E-03 -0.27040E+06 0.81631E+07 0.80313E+07 24 23819. 0.0000 -0.89598E+08 0.89622E+08 0.89610E+08 22 18133. 0.0000 -0.81731E+08 0.81749E+08 0.81740E+08 25 0.42038E+06 0.0000 -0.35254E+07 0.39458E+07 0.37533E+07 27 0.51688E+07 0.0000 -0.41289E+06 0.55817E+07 0.53871E+07 36 23081. 0.39759 -0.92463E+08 0.92486E+08 0.92475E+08 34 17618. 0.43115 -0.84119E+08 0.84137E+08 0.84128E+08 37 51875. 0.16817E-01 -0.28569E+08 0.28621E+08 0.28595E+08 39 82649. 0.85908E-02 -0.25822E+08 0.25904E+08 0.25863E+08 48 32320. 0.14471 -0.66031E+08 0.66064E+08 0.66048E+08 46 23868. 0.17331 -0.62091E+08 0.62115E+08 0.62103E+08 Max= 0.78927E+07 0.43115 -0.27040E+06 0.92486E+08 0.92475E+08 Min= 17618. -0.14868E-03 -0.92463E+08 0.25380E+07 0.22270E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 64957. 0.85419E-02 -0.22816E+08 0.22881E+08 0.22848E+08 3 0.11273E+06 0.33612E-02 -0.18932E+08 0.19044E+08 0.18988E+08 12 36101. 0.10380 -0.59115E+08 0.59151E+08 0.59133E+08 10 26311. 0.12935 -0.56327E+08 0.56353E+08 0.56340E+08 13 0.91079E+06 0.90934E-05 -0.16272E+07 0.25380E+07 0.22270E+07 15 0.78927E+07 -0.14868E-03 -0.27040E+06 0.81631E+07 0.80313E+07 24 23819. 0.0000 -0.89598E+08 0.89622E+08 0.89610E+08 22 18133. 0.0000 -0.81731E+08 0.81749E+08 0.81740E+08 25 0.42038E+06 0.0000 -0.35254E+07 0.39458E+07 0.37533E+07 27 0.51688E+07 0.0000 -0.41289E+06 0.55817E+07 0.53871E+07 36 23081. 0.39759 -0.92463E+08 0.92486E+08 0.92475E+08 34 17618. 0.43115 -0.84119E+08 0.84137E+08 0.84128E+08 37 51875. 0.16817E-01 -0.28569E+08 0.28621E+08 0.28595E+08 39 82649. 0.85908E-02 -0.25822E+08 0.25904E+08 0.25863E+08 48 32320. 0.14471 -0.66031E+08 0.66064E+08 0.66048E+08 46 23868. 0.17331 -0.62091E+08 0.62115E+08 0.62103E+08 Max= 0.78927E+07 0.43115 -0.27040E+06 0.92486E+08 0.92475E+08 Min= 17618. -0.14868E-03 -0.92463E+08 0.25380E+07 0.22270E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 46 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 39998. 0.36435E-01 -0.36889E+08 0.36929E+08 0.36909E+08


ANNEXES

231

3 59355. 0.23083E-01 -0.35796E+08 0.35855E+08 0.35826E+08 12 40221. 0.74367E-01 -0.52826E+08 0.52866E+08 0.52846E+08 10 28883. 0.96899E-01 -0.51085E+08 0.51114E+08 0.51099E+08 13 56846. 0.12654E-01 -0.25956E+08 0.26012E+08 0.25984E+08 15 93639. 0.58406E-02 -0.22690E+08 0.22784E+08 0.22737E+08 24 33308. 0.0000 -0.63789E+08 0.63822E+08 0.63806E+08 22 24500. 0.0000 -0.60222E+08 0.60247E+08 0.60235E+08 25 59784. 0.0000 -0.24680E+08 0.24740E+08 0.24710E+08 27 0.10040E+06 0.0000 -0.21163E+08 0.21263E+08 0.21213E+08 36 34128. 0.12180 -0.62256E+08 0.62290E+08 0.62273E+08 34 25031. 0.14891 -0.58944E+08 0.58970E+08 0.58957E+08 37 43645. 0.28027E-01 -0.33806E+08 0.33850E+08 0.33828E+08 39 66192. 0.16627E-01 -0.32099E+08 0.32165E+08 0.32132E+08 48 43251. 0.59787E-01 -0.49125E+08 0.49168E+08 0.49146E+08 46 30739. 0.80368E-01 -0.48000E+08 0.48031E+08 0.48016E+08 Max= 0.10040E+06 0.14891 -0.21163E+08 0.63822E+08 0.63806E+08 Min= 24500. 0.0000 -0.63789E+08 0.21263E+08 0.21213E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 39998. 0.36435E-01 -0.36889E+08 0.36929E+08 0.36909E+08 3 59355. 0.23083E-01 -0.35796E+08 0.35855E+08 0.35826E+08 12 40221. 0.74367E-01 -0.52826E+08 0.52866E+08 0.52846E+08 10 28883. 0.96899E-01 -0.51085E+08 0.51114E+08 0.51099E+08 13 56846. 0.12654E-01 -0.25956E+08 0.26012E+08 0.25984E+08 15 93639. 0.58406E-02 -0.22690E+08 0.22784E+08 0.22737E+08 24 33308. 0.0000 -0.63789E+08 0.63822E+08 0.63806E+08 22 24500. 0.0000 -0.60222E+08 0.60247E+08 0.60235E+08 25 59784. 0.0000 -0.24680E+08 0.24740E+08 0.24710E+08 27 0.10040E+06 0.0000 -0.21163E+08 0.21263E+08 0.21213E+08 36 34128. 0.12180 -0.62256E+08 0.62290E+08 0.62273E+08 34 25031. 0.14891 -0.58944E+08 0.58970E+08 0.58957E+08 37 43645. 0.28027E-01 -0.33806E+08 0.33850E+08 0.33828E+08 39 66192. 0.16627E-01 -0.32099E+08 0.32165E+08 0.32132E+08 48 43251. 0.59787E-01 -0.49125E+08 0.49168E+08 0.49146E+08 46 30739. 0.80368E-01 -0.48000E+08 0.48031E+08 0.48016E+08 Max= 0.10040E+06 0.14891 -0.21163E+08 0.63822E+08 0.63806E+08 Min= 24500. 0.0000 -0.63789E+08 0.21263E+08 0.21213E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 47 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 27403. 0.11348 -0.53843E+08 0.53871E+08 0.53857E+08 3 37849. 0.89261E-01 -0.56135E+08 0.56173E+08 0.56154E+08 12 47125. 0.46201E-01 -0.45086E+08 0.45134E+08 0.45110E+08 10 33057. 0.64601E-01 -0.44634E+08 0.44667E+08 0.44651E+08 13 26172. 0.13026 -0.56375E+08 0.56401E+08 0.56388E+08 15 35906. 0.10457 -0.59173E+08 0.59209E+08 0.59191E+08 24 65363. 0.0000 -0.32506E+08 0.32571E+08 0.32538E+08 22 43212. 0.0000 -0.34145E+08 0.34188E+08 0.34167E+08 25 29076. 0.0000 -0.50745E+08 0.50774E+08 0.50760E+08 27 40533. 0.0000 -0.52418E+08 0.52459E+08 0.52439E+08 36 82469. 0.85707E-02 -0.25764E+08 0.25846E+08 0.25805E+08 34 51733. 0.16806E-01 -0.28521E+08 0.28573E+08 0.28547E+08 37 36654. 0.47365E-01 -0.40254E+08 0.40291E+08 0.40272E+08 39 53341. 0.31833E-01 -0.39832E+08 0.39886E+08 0.39859E+08 48 73788. 0.11986E-01 -0.28795E+08 0.28868E+08 0.28831E+08 46 47520. 0.21702E-01 -0.31050E+08 0.31097E+08 0.31073E+08 Max= 82469. 0.13026 -0.25764E+08 0.59209E+08 0.59191E+08 Min= 26172. 0.0000 -0.59173E+08 0.25846E+08 0.25805E+08 ELEMENT NODE = 2


ANNEXES

232

SEC NODE S1 S2 S3 SINT SEQV 1 27403. 0.11348 -0.53843E+08 0.53871E+08 0.53857E+08 3 37849. 0.89261E-01 -0.56135E+08 0.56173E+08 0.56154E+08 12 47125. 0.46201E-01 -0.45086E+08 0.45134E+08 0.45110E+08 10 33057. 0.64601E-01 -0.44634E+08 0.44667E+08 0.44651E+08 13 26172. 0.13026 -0.56375E+08 0.56401E+08 0.56388E+08 15 35906. 0.10457 -0.59173E+08 0.59209E+08 0.59191E+08 24 65363. 0.0000 -0.32506E+08 0.32571E+08 0.32538E+08 22 43212. 0.0000 -0.34145E+08 0.34188E+08 0.34167E+08 25 29076. 0.0000 -0.50745E+08 0.50774E+08 0.50760E+08 27 40533. 0.0000 -0.52418E+08 0.52459E+08 0.52439E+08 36 82469. 0.85707E-02 -0.25764E+08 0.25846E+08 0.25805E+08 34 51733. 0.16806E-01 -0.28521E+08 0.28573E+08 0.28547E+08 37 36654. 0.47365E-01 -0.40254E+08 0.40291E+08 0.40272E+08 39 53341. 0.31833E-01 -0.39832E+08 0.39886E+08 0.39859E+08 48 73788. 0.11986E-01 -0.28795E+08 0.28868E+08 0.28831E+08 46 47520. 0.21702E-01 -0.31050E+08 0.31097E+08 0.31073E+08 Max= 82469. 0.13026 -0.25764E+08 0.59209E+08 0.59191E+08 Min= 26172. 0.0000 -0.59173E+08 0.25846E+08 0.25805E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 48 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 20838. 0.25819 -0.70804E+08 0.70825E+08 0.70815E+08 3 27779. 0.22598 -0.76486E+08 0.76514E+08 0.76500E+08 12 56886. 0.26232E-01 -0.37350E+08 0.37407E+08 0.37379E+08 10 38640. 0.40419E-01 -0.38185E+08 0.38223E+08 0.38204E+08 13 16995. 0.47609 -0.86816E+08 0.86833E+08 0.86825E+08 15 22201. 0.44281 -0.95700E+08 0.95722E+08 0.95711E+08 24 0.99988E+06 0.0000 -0.21250E+07 0.31248E+07 0.27640E+07 22 0.18024E+06 0.0000 -0.81861E+07 0.83663E+07 0.82777E+07 25 19204. 0.0000 -0.76832E+08 0.76851E+08 0.76841E+08 27 25379. 0.0000 -0.83718E+08 0.83744E+08 0.83731E+08 36 0.11052E+08 -0.54373E-03 -0.19225E+06 0.11244E+08 0.11149E+08 34 0.25581E+07 0.18798E-04 -0.57679E+06 0.31349E+07 0.28900E+07 37 31592. 0.74023E-01 -0.46704E+08 0.46735E+08 0.46720E+08 39 44665. 0.54279E-01 -0.47570E+08 0.47614E+08 0.47592E+08 48 0.24686E+06 0.30011E-03 -0.86068E+07 0.88537E+07 0.87328E+07 46 0.10435E+06 0.20177E-02 -0.14139E+08 0.14244E+08 0.14192E+08 Max= 0.11052E+08 0.47609 -0.19225E+06 0.95722E+08 0.95711E+08 Min= 16995. -0.54373E-03 -0.95700E+08 0.31248E+07 0.27640E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 20838. 0.25819 -0.70804E+08 0.70825E+08 0.70815E+08 3 27779. 0.22598 -0.76486E+08 0.76514E+08 0.76500E+08 12 56886. 0.26232E-01 -0.37350E+08 0.37407E+08 0.37379E+08 10 38640. 0.40419E-01 -0.38185E+08 0.38223E+08 0.38204E+08 13 16995. 0.47609 -0.86816E+08 0.86833E+08 0.86825E+08 15 22201. 0.44281 -0.95700E+08 0.95722E+08 0.95711E+08 24 0.99988E+06 0.0000 -0.21250E+07 0.31248E+07 0.27640E+07 22 0.18024E+06 0.0000 -0.81861E+07 0.83663E+07 0.82777E+07 25 19204. 0.0000 -0.76832E+08 0.76851E+08 0.76841E+08 27 25379. 0.0000 -0.83718E+08 0.83744E+08 0.83731E+08 36 0.11052E+08 -0.54373E-03 -0.19225E+06 0.11244E+08 0.11149E+08 34 0.25581E+07 0.18798E-04 -0.57679E+06 0.31349E+07 0.28900E+07 37 31592. 0.74023E-01 -0.46704E+08 0.46735E+08 0.46720E+08 39 44665. 0.54279E-01 -0.47570E+08 0.47614E+08 0.47592E+08 48 0.24686E+06 0.30011E-03 -0.86068E+07 0.88537E+07 0.87328E+07 46 0.10435E+06 0.20177E-02 -0.14139E+08 0.14244E+08 0.14192E+08 Max= 0.11052E+08 0.47609 -0.19225E+06 0.95722E+08 0.95711E+08 Min= 16995. -0.54373E-03 -0.95700E+08 0.31248E+07 0.27640E+07


ANNEXES

233

STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 49 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.38794E+06 0.38794E+06 0.38794E+06 3 19037. 0.80363E-02 -0.11960E+08 0.11979E+08 0.11970E+08 9 27131. 0.27641E-02 -0.83922E+07 0.84193E+07 0.84058E+07 11 25946. 0.31628E-02 -0.87755E+07 0.88015E+07 0.87885E+07 17 0.42266E+06 0.0000 -0.53869E+06 0.96136E+06 0.83458E+06 19 0.25019E+06 0.0000 -0.91004E+06 0.11602E+07 0.10576E+07 25 0.80022E+07 -0.23166E-02 -28453. 0.80306E+07 0.80164E+07 27 0.76190E+07 -0.19906E-02 -29884. 0.76489E+07 0.76340E+07 33 0.11186E+08 -0.64615E-02 -20355. 0.11206E+08 0.11196E+08 35 27180. 0.11043E-01 -0.16754E+08 0.16781E+08 0.16767E+08 41 38894. 0.37519E-02 -0.11708E+08 0.11747E+08 0.11728E+08 43 37172. 0.43010E-02 -0.12250E+08 0.12287E+08 0.12269E+08 49 0.67311E+06 0.0000 -0.67652E+06 0.13496E+07 0.11688E+07 51 0.39129E+06 0.0000 -0.11638E+07 0.15551E+07 0.14010E+07 57 0.11477E+08 -0.34213E-02 -39677. 0.11517E+08 0.11497E+08 59 0.10935E+08 -0.29466E-02 -41643. 0.10977E+08 0.10956E+08 65 0.15979E+08 -0.94227E-02 -28498. 0.16008E+08 0.15994E+08 Max= 0.15979E+08 0.11043E-01 -20355. 0.16781E+08 0.16767E+08 Min= 0.0000 -0.94227E-02 -0.16754E+08 0.38794E+06 0.38794E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.38794E+06 0.38794E+06 0.38794E+06 3 19037. 0.80363E-02 -0.11960E+08 0.11979E+08 0.11970E+08 9 27131. 0.27641E-02 -0.83922E+07 0.84193E+07 0.84058E+07 11 25946. 0.31628E-02 -0.87755E+07 0.88015E+07 0.87885E+07 17 0.42266E+06 0.0000 -0.53869E+06 0.96136E+06 0.83458E+06 19 0.25019E+06 0.0000 -0.91004E+06 0.11602E+07 0.10576E+07 25 0.80022E+07 -0.23166E-02 -28453. 0.80306E+07 0.80164E+07 27 0.76190E+07 -0.19906E-02 -29884. 0.76489E+07 0.76340E+07 33 0.11186E+08 -0.64615E-02 -20355. 0.11206E+08 0.11196E+08 35 27180. 0.11043E-01 -0.16754E+08 0.16781E+08 0.16767E+08 41 38894. 0.37519E-02 -0.11708E+08 0.11747E+08 0.11728E+08 43 37172. 0.43010E-02 -0.12250E+08 0.12287E+08 0.12269E+08 49 0.67311E+06 0.0000 -0.67652E+06 0.13496E+07 0.11688E+07 51 0.39129E+06 0.0000 -0.11638E+07 0.15551E+07 0.14010E+07 57 0.11477E+08 -0.34213E-02 -39677. 0.11517E+08 0.11497E+08 59 0.10935E+08 -0.29466E-02 -41643. 0.10977E+08 0.10956E+08 65 0.15979E+08 -0.94227E-02 -28498. 0.16008E+08 0.15994E+08 Max= 0.15979E+08 0.11043E-01 -20355. 0.16781E+08 0.16767E+08 Min= 0.0000 -0.94227E-02 -0.16754E+08 0.38794E+06 0.38794E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 51 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.44023E+06 0.44023E+06 0.44023E+06 3 0.11322E+06 0.14473E-02 -0.12501E+08 0.12614E+08 0.12558E+08 9 0.22125E+06 0.18261E-03 -0.63972E+07 0.66184E+07 0.65106E+07 11 0.12075E+06 0.11893E-02 -0.11721E+08 0.11842E+08 0.11782E+08 17 0.37709E+07 0.0000 -0.37534E+06 0.41463E+07 0.39719E+07 19 0.30871E+06 0.0000 -0.45848E+07 0.48935E+07 0.47467E+07 25 0.10851E+08 -0.83321E-03 -0.13044E+06 0.10981E+08 0.10916E+08 27 0.55505E+07 -0.60431E-04 -0.25500E+06 0.58055E+07 0.56823E+07 33 0.11629E+08 -0.10473E-02 -0.12171E+06 0.11751E+08 0.11690E+08 35 0.16177E+06 0.19838E-02 -0.17498E+08 0.17660E+08 0.17580E+08 41 0.31911E+06 0.24274E-03 -0.88708E+07 0.91899E+07 0.90346E+07 43 0.17265E+06 0.16267E-02 -0.16396E+08 0.16569E+08 0.16483E+08 49 0.54992E+07 0.0000 -0.51476E+06 0.60139E+07 0.57738E+07


ANNEXES

234

51 0.44838E+06 0.0000 -0.63133E+07 0.67617E+07 0.65490E+07 57 0.15525E+08 -0.12249E-02 -0.18233E+06 0.15708E+08 0.15617E+08 59 0.80241E+07 -0.95766E-04 -0.35278E+06 0.83768E+07 0.82061E+07 65 0.16626E+08 -0.15350E-02 -0.17026E+06 0.16796E+08 0.16712E+08 Max= 0.16626E+08 0.19838E-02 -0.12171E+06 0.17660E+08 0.17580E+08 Min= 0.0000 -0.15350E-02 -0.17498E+08 0.44023E+06 0.44023E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.44023E+06 0.44023E+06 0.44023E+06 3 0.11322E+06 0.14473E-02 -0.12501E+08 0.12614E+08 0.12558E+08 9 0.22125E+06 0.18261E-03 -0.63972E+07 0.66184E+07 0.65106E+07 11 0.12075E+06 0.11893E-02 -0.11721E+08 0.11842E+08 0.11782E+08 17 0.37709E+07 0.0000 -0.37534E+06 0.41463E+07 0.39719E+07 19 0.30871E+06 0.0000 -0.45848E+07 0.48935E+07 0.47467E+07 25 0.10851E+08 -0.83321E-03 -0.13044E+06 0.10981E+08 0.10916E+08 27 0.55505E+07 -0.60431E-04 -0.25500E+06 0.58055E+07 0.56823E+07 33 0.11629E+08 -0.10473E-02 -0.12171E+06 0.11751E+08 0.11690E+08 35 0.16177E+06 0.19838E-02 -0.17498E+08 0.17660E+08 0.17580E+08 41 0.31911E+06 0.24274E-03 -0.88708E+07 0.91899E+07 0.90346E+07 43 0.17265E+06 0.16267E-02 -0.16396E+08 0.16569E+08 0.16483E+08 49 0.54992E+07 0.0000 -0.51476E+06 0.60139E+07 0.57738E+07 51 0.44838E+06 0.0000 -0.63133E+07 0.67617E+07 0.65490E+07 57 0.15525E+08 -0.12249E-02 -0.18233E+06 0.15708E+08 0.15617E+08 59 0.80241E+07 -0.95766E-04 -0.35278E+06 0.83768E+07 0.82061E+07 65 0.16626E+08 -0.15350E-02 -0.17026E+06 0.16796E+08 0.16712E+08 Max= 0.16626E+08 0.19838E-02 -0.12171E+06 0.17660E+08 0.17580E+08 Min= 0.0000 -0.15350E-02 -0.17498E+08 0.44023E+06 0.44023E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 52 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.45146E+06 0.0000 0.0000 0.45146E+06 0.45146E+06 3 0.13815E+08 -0.18271E-02 -0.10245E+06 0.13917E+08 0.13866E+08 9 0.56787E+07 -0.68013E-04 -0.24924E+06 0.59279E+07 0.58073E+07 11 0.14326E+08 -0.20511E-02 -98799. 0.14425E+08 0.14375E+08 17 0.23570E+06 0.0000 -0.60050E+07 0.62407E+07 0.61263E+07 19 0.68780E+07 0.0000 -0.20578E+06 0.70838E+07 0.69832E+07 25 0.10539E+06 0.18001E-02 -0.13429E+08 0.13535E+08 0.13482E+08 27 0.29364E+06 0.74366E-04 -0.48202E+07 0.51138E+07 0.49735E+07 33 0.10956E+06 0.15999E-02 -0.12919E+08 0.13028E+08 0.12974E+08 35 0.19351E+08 -0.25064E-02 -0.14628E+06 0.19498E+08 0.19425E+08 41 0.78519E+07 -0.85602E-04 -0.36052E+06 0.82124E+07 0.80383E+07 43 0.20074E+08 -0.28171E-02 -0.14102E+06 0.20215E+08 0.20145E+08 49 0.32641E+06 0.0000 -0.86725E+07 0.89989E+07 0.88402E+07 51 0.95456E+07 0.0000 -0.29655E+06 0.98421E+07 0.96972E+07 57 0.14761E+06 0.26222E-02 -0.19178E+08 0.19325E+08 0.19252E+08 59 0.40478E+06 0.11411E-03 -0.69933E+07 0.73981E+07 0.72042E+07 65 0.15338E+06 0.23332E-02 -0.18455E+08 0.18609E+08 0.18533E+08 Max= 0.20074E+08 0.26222E-02 0.0000 0.20215E+08 0.20145E+08 Min= 0.10539E+06 -0.28171E-02 -0.19178E+08 0.45146E+06 0.45146E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.45146E+06 0.0000 0.0000 0.45146E+06 0.45146E+06 3 0.13815E+08 -0.18271E-02 -0.10245E+06 0.13917E+08 0.13866E+08 9 0.56787E+07 -0.68013E-04 -0.24924E+06 0.59279E+07 0.58073E+07 11 0.14326E+08 -0.20511E-02 -98799. 0.14425E+08 0.14375E+08 17 0.23570E+06 0.0000 -0.60050E+07 0.62407E+07 0.61263E+07 19 0.68780E+07 0.0000 -0.20578E+06 0.70838E+07 0.69832E+07 25 0.10539E+06 0.18001E-02 -0.13429E+08 0.13535E+08 0.13482E+08 27 0.29364E+06 0.74366E-04 -0.48202E+07 0.51138E+07 0.49735E+07


ANNEXES

235

33 0.10956E+06 0.15999E-02 -0.12919E+08 0.13028E+08 0.12974E+08 35 0.19351E+08 -0.25064E-02 -0.14628E+06 0.19498E+08 0.19425E+08 41 0.78519E+07 -0.85602E-04 -0.36052E+06 0.82124E+07 0.80383E+07 43 0.20074E+08 -0.28171E-02 -0.14102E+06 0.20215E+08 0.20145E+08 49 0.32641E+06 0.0000 -0.86725E+07 0.89989E+07 0.88402E+07 51 0.95456E+07 0.0000 -0.29655E+06 0.98421E+07 0.96972E+07 57 0.14761E+06 0.26222E-02 -0.19178E+08 0.19325E+08 0.19252E+08 59 0.40478E+06 0.11411E-03 -0.69933E+07 0.73981E+07 0.72042E+07 65 0.15338E+06 0.23332E-02 -0.18455E+08 0.18609E+08 0.18533E+08 Max= 0.20074E+08 0.26222E-02 0.0000 0.20215E+08 0.20145E+08 Min= 0.10539E+06 -0.28171E-02 -0.19178E+08 0.45146E+06 0.45146E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 53 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 -0.24606E-05 0.24606E-05 0.24606E-05 9 0.0000 0.0000 -0.17399E-05 0.17399E-05 0.17399E-05 11 0.0000 0.0000 -0.17399E-05 0.17399E-05 0.17399E-05 17 0.0000 0.0000 0.0000 0.0000 0.0000 19 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.17399E-05 0.0000 0.0000 0.17399E-05 0.17399E-05 27 0.17399E-05 0.0000 0.0000 0.17399E-05 0.17399E-05 33 0.24606E-05 0.0000 0.0000 0.24606E-05 0.24606E-05 35 0.0000 0.0000 -0.34798E-05 0.34798E-05 0.34798E-05 41 0.0000 0.0000 -0.24606E-05 0.24606E-05 0.24606E-05 43 0.0000 0.0000 -0.24606E-05 0.24606E-05 0.24606E-05 49 0.0000 0.0000 0.0000 0.0000 0.0000 51 0.0000 0.0000 0.0000 0.0000 0.0000 57 0.24606E-05 0.0000 0.0000 0.24606E-05 0.24606E-05 59 0.24606E-05 0.0000 0.0000 0.24606E-05 0.24606E-05 65 0.34798E-05 0.0000 0.0000 0.34798E-05 0.34798E-05 Max= 0.34798E-05 0.0000 0.0000 0.34798E-05 0.34798E-05 Min= 0.0000 0.0000 -0.34798E-05 0.0000 0.0000 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 -0.24606E-05 0.24606E-05 0.24606E-05 9 0.0000 0.0000 -0.17399E-05 0.17399E-05 0.17399E-05 11 0.0000 0.0000 -0.17399E-05 0.17399E-05 0.17399E-05 17 0.0000 0.0000 0.0000 0.0000 0.0000 19 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.17399E-05 0.0000 0.0000 0.17399E-05 0.17399E-05 27 0.17399E-05 0.0000 0.0000 0.17399E-05 0.17399E-05 33 0.24606E-05 0.0000 0.0000 0.24606E-05 0.24606E-05 35 0.0000 0.0000 -0.34798E-05 0.34798E-05 0.34798E-05 41 0.0000 0.0000 -0.24606E-05 0.24606E-05 0.24606E-05 43 0.0000 0.0000 -0.24606E-05 0.24606E-05 0.24606E-05 49 0.0000 0.0000 0.0000 0.0000 0.0000 51 0.0000 0.0000 0.0000 0.0000 0.0000 57 0.24606E-05 0.0000 0.0000 0.24606E-05 0.24606E-05 59 0.24606E-05 0.0000 0.0000 0.24606E-05 0.24606E-05 65 0.34798E-05 0.0000 0.0000 0.34798E-05 0.34798E-05 Max= 0.34798E-05 0.0000 0.0000 0.34798E-05 0.34798E-05 Min= 0.0000 0.0000 -0.34798E-05 0.0000 0.0000 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 54 SECTION ID = 100 ELEMENT NODE = 1


ANNEXES

236

SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.49124E+06 0.49124E+06 0.49124E+06 3 0.26750E+07 0.78068E-02 -0.14283E+09 0.14551E+09 0.14419E+09 9 0.33843E+07 0.37558E-02 -0.11290E+09 0.11628E+09 0.11463E+09 11 0.41044E+07 0.20444E-02 -0.93092E+08 0.97197E+08 0.95211E+08 17 0.13435E+08 0.0000 -0.28441E+08 0.41875E+08 0.37033E+08 19 0.27778E+08 0.0000 -0.13755E+08 0.41533E+08 0.36646E+08 25 0.92152E+08 -0.10486E-02 -0.41463E+07 0.96298E+08 0.94293E+08 27 0.11195E+09 -0.25419E-02 -0.34131E+07 0.11536E+09 0.11369E+09 33 0.14187E+09 -0.62475E-02 -0.26932E+07 0.14456E+09 0.14324E+09 35 0.37868E+07 0.11007E-01 -0.20180E+09 0.20558E+09 0.20372E+09 41 0.47921E+07 0.52909E-02 -0.15947E+09 0.16426E+09 0.16192E+09 43 0.58131E+07 0.28778E-02 -0.13146E+09 0.13727E+09 0.13446E+09 49 0.19065E+08 0.0000 -0.40083E+08 0.59148E+08 0.52290E+08 51 0.39421E+08 0.0000 -0.19385E+08 0.58806E+08 0.51903E+08 57 0.13052E+09 -0.14944E-02 -0.58550E+07 0.13637E+09 0.13354E+09 59 0.15851E+09 -0.36131E-02 -0.48209E+07 0.16333E+09 0.16098E+09 65 0.20083E+09 -0.88666E-02 -0.38050E+07 0.20464E+09 0.20276E+09 Max= 0.20083E+09 0.11007E-01 -0.49124E+06 0.20558E+09 0.20372E+09 Min= 0.0000 -0.88666E-02 -0.20180E+09 0.49124E+06 0.49124E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.49124E+06 0.49124E+06 0.49124E+06 3 0.26750E+07 0.78068E-02 -0.14283E+09 0.14551E+09 0.14419E+09 9 0.33843E+07 0.37558E-02 -0.11290E+09 0.11628E+09 0.11463E+09 11 0.41044E+07 0.20444E-02 -0.93092E+08 0.97197E+08 0.95211E+08 17 0.13435E+08 0.0000 -0.28441E+08 0.41875E+08 0.37033E+08 19 0.27778E+08 0.0000 -0.13755E+08 0.41533E+08 0.36646E+08 25 0.92152E+08 -0.10486E-02 -0.41463E+07 0.96298E+08 0.94293E+08 27 0.11195E+09 -0.25419E-02 -0.34131E+07 0.11536E+09 0.11369E+09 33 0.14187E+09 -0.62475E-02 -0.26932E+07 0.14456E+09 0.14324E+09 35 0.37868E+07 0.11007E-01 -0.20180E+09 0.20558E+09 0.20372E+09 41 0.47921E+07 0.52909E-02 -0.15947E+09 0.16426E+09 0.16192E+09 43 0.58131E+07 0.28778E-02 -0.13146E+09 0.13727E+09 0.13446E+09 49 0.19065E+08 0.0000 -0.40083E+08 0.59148E+08 0.52290E+08 51 0.39421E+08 0.0000 -0.19385E+08 0.58806E+08 0.51903E+08 57 0.13052E+09 -0.14944E-02 -0.58550E+07 0.13637E+09 0.13354E+09 59 0.15851E+09 -0.36131E-02 -0.48209E+07 0.16333E+09 0.16098E+09 65 0.20083E+09 -0.88666E-02 -0.38050E+07 0.20464E+09 0.20276E+09 Max= 0.20083E+09 0.11007E-01 -0.49124E+06 0.20558E+09 0.20372E+09 Min= 0.0000 -0.88666E-02 -0.20180E+09 0.49124E+06 0.49124E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 55 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.47347E+06 0.47347E+06 0.47347E+06 3 0.51843E+07 0.25511E-02 -0.11690E+09 0.12209E+09 0.11958E+09 9 0.67307E+07 0.11100E-02 -0.90043E+08 0.96773E+08 0.93590E+08 11 0.73621E+07 0.83473E-03 -0.82321E+08 0.89683E+08 0.86238E+08 17 0.21634E+08 0.0000 -0.28014E+08 0.49648E+08 0.43114E+08 19 0.27484E+08 0.0000 -0.22051E+08 0.49535E+08 0.42985E+08 25 0.81452E+08 0.52206E-04 -0.74406E+07 0.88893E+08 0.85416E+08 27 0.89162E+08 -0.14796E-03 -0.67972E+07 0.95959E+08 0.92748E+08 33 0.11600E+09 -0.13169E-02 -0.52248E+07 0.12122E+09 0.11869E+09 35 0.73400E+07 0.35949E-02 -0.16514E+09 0.17248E+09 0.16893E+09 41 0.95323E+07 0.15625E-02 -0.12716E+09 0.13669E+09 0.13218E+09 43 0.10428E+08 0.11747E-02 -0.11624E+09 0.12667E+09 0.12179E+09 49 0.30680E+08 0.0000 -0.39507E+08 0.70188E+08 0.60944E+08 51 0.38977E+08 0.0000 -0.31098E+08 0.70075E+08 0.60814E+08 57 0.11537E+09 0.69778E-04 -0.10506E+08 0.12588E+09 0.12097E+09 59 0.12628E+09 -0.21463E-03 -0.95988E+07 0.13588E+09 0.13134E+09 65 0.16423E+09 -0.18735E-02 -0.73805E+07 0.17161E+09 0.16804E+09 Max= 0.16423E+09 0.35949E-02 -0.47347E+06 0.17248E+09 0.16893E+09


ANNEXES

237

Min= 0.0000 -0.18735E-02 -0.16514E+09 0.47347E+06 0.47347E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.47347E+06 0.47347E+06 0.47347E+06 3 0.51843E+07 0.25511E-02 -0.11690E+09 0.12209E+09 0.11958E+09 9 0.67307E+07 0.11100E-02 -0.90043E+08 0.96773E+08 0.93590E+08 11 0.73621E+07 0.83473E-03 -0.82321E+08 0.89683E+08 0.86238E+08 17 0.21634E+08 0.0000 -0.28014E+08 0.49648E+08 0.43114E+08 19 0.27484E+08 0.0000 -0.22051E+08 0.49535E+08 0.42985E+08 25 0.81452E+08 0.52206E-04 -0.74406E+07 0.88893E+08 0.85416E+08 27 0.89162E+08 -0.14796E-03 -0.67972E+07 0.95959E+08 0.92748E+08 33 0.11600E+09 -0.13169E-02 -0.52248E+07 0.12122E+09 0.11869E+09 35 0.73400E+07 0.35949E-02 -0.16514E+09 0.17248E+09 0.16893E+09 41 0.95323E+07 0.15625E-02 -0.12716E+09 0.13669E+09 0.13218E+09 43 0.10428E+08 0.11747E-02 -0.11624E+09 0.12667E+09 0.12179E+09 49 0.30680E+08 0.0000 -0.39507E+08 0.70188E+08 0.60944E+08 51 0.38977E+08 0.0000 -0.31098E+08 0.70075E+08 0.60814E+08 57 0.11537E+09 0.69778E-04 -0.10506E+08 0.12588E+09 0.12097E+09 59 0.12628E+09 -0.21463E-03 -0.95988E+07 0.13588E+09 0.13134E+09 65 0.16423E+09 -0.18735E-02 -0.73805E+07 0.17161E+09 0.16804E+09 Max= 0.16423E+09 0.35949E-02 -0.47347E+06 0.17248E+09 0.16893E+09 Min= 0.0000 -0.18735E-02 -0.16514E+09 0.47347E+06 0.47347E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 56 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.53322E+06 0.53322E+06 0.53322E+06 3 0.0000 0.0000 -0.87167E+08 0.87167E+08 0.87167E+08 9 0.0000 0.0000 -0.61792E+08 0.61792E+08 0.61792E+08 11 0.0000 0.0000 -0.61792E+08 0.61792E+08 0.61792E+08 17 0.0000 0.0000 -0.53322E+06 0.53322E+06 0.53322E+06 19 0.0000 0.0000 -0.53322E+06 0.53322E+06 0.53322E+06 25 0.60726E+08 0.0000 0.0000 0.60726E+08 0.60726E+08 27 0.60726E+08 0.0000 0.0000 0.60726E+08 0.60726E+08 33 0.86100E+08 0.0000 0.0000 0.86100E+08 0.86100E+08 35 0.0000 0.0000 -0.12305E+09 0.12305E+09 0.12305E+09 41 0.0000 0.0000 -0.87167E+08 0.87167E+08 0.87167E+08 43 0.0000 0.0000 -0.87167E+08 0.87167E+08 0.87167E+08 49 0.0000 0.0000 -0.53322E+06 0.53322E+06 0.53322E+06 51 0.0000 0.0000 -0.53322E+06 0.53322E+06 0.53322E+06 57 0.86100E+08 0.0000 0.0000 0.86100E+08 0.86100E+08 59 0.86100E+08 0.0000 0.0000 0.86100E+08 0.86100E+08 65 0.12199E+09 0.0000 0.0000 0.12199E+09 0.12199E+09 Max= 0.12199E+09 0.0000 0.0000 0.12305E+09 0.12305E+09 Min= 0.0000 0.0000 -0.12305E+09 0.53322E+06 0.53322E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.53322E+06 0.53322E+06 0.53322E+06 3 0.0000 0.0000 -0.87167E+08 0.87167E+08 0.87167E+08 9 0.0000 0.0000 -0.61792E+08 0.61792E+08 0.61792E+08 11 0.0000 0.0000 -0.61792E+08 0.61792E+08 0.61792E+08 17 0.0000 0.0000 -0.53322E+06 0.53322E+06 0.53322E+06 19 0.0000 0.0000 -0.53322E+06 0.53322E+06 0.53322E+06 25 0.60726E+08 0.0000 0.0000 0.60726E+08 0.60726E+08 27 0.60726E+08 0.0000 0.0000 0.60726E+08 0.60726E+08 33 0.86100E+08 0.0000 0.0000 0.86100E+08 0.86100E+08 35 0.0000 0.0000 -0.12305E+09 0.12305E+09 0.12305E+09 41 0.0000 0.0000 -0.87167E+08 0.87167E+08 0.87167E+08 43 0.0000 0.0000 -0.87167E+08 0.87167E+08 0.87167E+08 49 0.0000 0.0000 -0.53322E+06 0.53322E+06 0.53322E+06 51 0.0000 0.0000 -0.53322E+06 0.53322E+06 0.53322E+06


ANNEXES

238

57 0.86100E+08 0.0000 0.0000 0.86100E+08 0.86100E+08 59 0.86100E+08 0.0000 0.0000 0.86100E+08 0.86100E+08 65 0.12199E+09 0.0000 0.0000 0.12199E+09 0.12199E+09 Max= 0.12199E+09 0.0000 0.0000 0.12305E+09 0.12305E+09 Min= 0.0000 0.0000 -0.12305E+09 0.53322E+06 0.53322E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 57 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.29959E+08 0.22380E-03 -0.69543E+07 0.36913E+08 0.33974E+08 3 0.33230E+08 0.24870E-03 -0.77406E+07 0.40970E+08 0.37701E+08 12 0.14099E+08 0.13663E-03 -0.18244E+08 0.32343E+08 0.28086E+08 10 0.12717E+08 0.12323E-03 -0.16383E+08 0.29100E+08 0.25268E+08 13 0.41588E+08 0.14230E-03 -0.50098E+07 0.46597E+08 0.44305E+08 15 0.46144E+08 0.15902E-03 -0.55741E+07 0.51719E+08 0.49169E+08 24 0.68080E+07 0.0000 -0.37781E+08 0.44589E+08 0.41605E+08 22 0.61371E+07 0.0000 -0.33948E+08 0.40085E+08 0.37397E+08 25 0.35047E+08 0.0000 -0.59447E+07 0.40992E+08 0.38366E+08 27 0.38880E+08 0.0000 -0.66156E+07 0.45496E+08 0.42575E+08 36 0.57164E+07 0.31618E-03 -0.44996E+08 0.50712E+08 0.48109E+08 34 0.51521E+07 0.28336E-03 -0.40439E+08 0.45591E+08 0.43246E+08 37 0.17124E+08 0.16488E-03 -0.12167E+08 0.29291E+08 0.25487E+08 39 0.18985E+08 0.18283E-03 -0.13548E+08 0.32533E+08 0.28305E+08 48 0.79908E+07 0.13949E-03 -0.32189E+08 0.40180E+08 0.36840E+08 46 0.72046E+07 0.12516E-03 -0.28918E+08 0.36123E+08 0.33114E+08 Max= 0.46144E+08 0.31618E-03 -0.50098E+07 0.51719E+08 0.49169E+08 Min= 0.51521E+07 0.0000 -0.44996E+08 0.29100E+08 0.25268E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.29959E+08 0.22380E-03 -0.69543E+07 0.36913E+08 0.33974E+08 3 0.33230E+08 0.24870E-03 -0.77406E+07 0.40970E+08 0.37701E+08 12 0.14099E+08 0.13663E-03 -0.18244E+08 0.32343E+08 0.28086E+08 10 0.12717E+08 0.12323E-03 -0.16383E+08 0.29100E+08 0.25268E+08 13 0.41588E+08 0.14230E-03 -0.50098E+07 0.46597E+08 0.44305E+08 15 0.46144E+08 0.15902E-03 -0.55741E+07 0.51719E+08 0.49169E+08 24 0.68080E+07 0.0000 -0.37781E+08 0.44589E+08 0.41605E+08 22 0.61371E+07 0.0000 -0.33948E+08 0.40085E+08 0.37397E+08 25 0.35047E+08 0.0000 -0.59447E+07 0.40992E+08 0.38366E+08 27 0.38880E+08 0.0000 -0.66156E+07 0.45496E+08 0.42575E+08 36 0.57164E+07 0.31618E-03 -0.44996E+08 0.50712E+08 0.48109E+08 34 0.51521E+07 0.28336E-03 -0.40439E+08 0.45591E+08 0.43246E+08 37 0.17124E+08 0.16488E-03 -0.12167E+08 0.29291E+08 0.25487E+08 39 0.18985E+08 0.18283E-03 -0.13548E+08 0.32533E+08 0.28305E+08 48 0.79908E+07 0.13949E-03 -0.32189E+08 0.40180E+08 0.36840E+08 46 0.72046E+07 0.12516E-03 -0.28918E+08 0.36123E+08 0.33114E+08 Max= 0.46144E+08 0.31618E-03 -0.50098E+07 0.51719E+08 0.49169E+08 Min= 0.51521E+07 0.0000 -0.44996E+08 0.29100E+08 0.25268E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 58 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.17761E+08 0.16641E-03 -0.88088E+07 0.26570E+08 0.23442E+08 3 0.20141E+08 0.18771E-03 -0.95901E+07 0.29731E+08 0.26283E+08 12 0.51525E+07 0.24402E-03 -0.37487E+08 0.42640E+08 0.40311E+08 10 0.45724E+07 0.22883E-03 -0.34217E+08 0.38789E+08 0.36717E+08 13 0.42779E+08 -0.65216E-05 -0.36573E+07 0.46436E+08 0.44720E+08 15 0.48089E+08 -0.21373E-04 -0.40166E+07 0.52106E+08 0.50218E+08


ANNEXES

239

24 0.30880E+07 0.0000 -0.62550E+08 0.65638E+08 0.64149E+08 22 0.27539E+07 0.0000 -0.56813E+08 0.59567E+08 0.58238E+08 25 0.46552E+08 0.0000 -0.33608E+07 0.49913E+08 0.48320E+08 27 0.52288E+08 0.0000 -0.36940E+07 0.55982E+08 0.54229E+08 36 0.33156E+07 0.96829E-03 -0.58256E+08 0.61571E+08 0.59982E+08 34 0.29551E+07 0.89902E-03 -0.52944E+08 0.55900E+08 0.54482E+08 37 0.25028E+08 0.19419E-03 -0.62512E+07 0.31279E+08 0.28669E+08 39 0.28294E+08 0.21577E-03 -0.68268E+07 0.35120E+08 0.32253E+08 48 0.68362E+07 0.12350E-03 -0.28255E+08 0.35091E+08 0.32221E+08 46 0.60481E+07 0.11458E-03 -0.25868E+08 0.31916E+08 0.29363E+08 Max= 0.52288E+08 0.96829E-03 -0.33608E+07 0.65638E+08 0.64149E+08 Min= 0.27539E+07 -0.21373E-04 -0.62550E+08 0.26570E+08 0.23442E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.17761E+08 0.16641E-03 -0.88088E+07 0.26570E+08 0.23442E+08 3 0.20141E+08 0.18771E-03 -0.95901E+07 0.29731E+08 0.26283E+08 12 0.51525E+07 0.24402E-03 -0.37487E+08 0.42640E+08 0.40311E+08 10 0.45724E+07 0.22883E-03 -0.34217E+08 0.38789E+08 0.36717E+08 13 0.42779E+08 -0.65216E-05 -0.36573E+07 0.46436E+08 0.44720E+08 15 0.48089E+08 -0.21373E-04 -0.40166E+07 0.52106E+08 0.50218E+08 24 0.30880E+07 0.0000 -0.62550E+08 0.65638E+08 0.64149E+08 22 0.27539E+07 0.0000 -0.56813E+08 0.59567E+08 0.58238E+08 25 0.46552E+08 0.0000 -0.33608E+07 0.49913E+08 0.48320E+08 27 0.52288E+08 0.0000 -0.36940E+07 0.55982E+08 0.54229E+08 36 0.33156E+07 0.96829E-03 -0.58256E+08 0.61571E+08 0.59982E+08 34 0.29551E+07 0.89902E-03 -0.52944E+08 0.55900E+08 0.54482E+08 37 0.25028E+08 0.19419E-03 -0.62512E+07 0.31279E+08 0.28669E+08 39 0.28294E+08 0.21577E-03 -0.68268E+07 0.35120E+08 0.32253E+08 48 0.68362E+07 0.12350E-03 -0.28255E+08 0.35091E+08 0.32221E+08 46 0.60481E+07 0.11458E-03 -0.25868E+08 0.31916E+08 0.29363E+08 Max= 0.52288E+08 0.96829E-03 -0.33608E+07 0.65638E+08 0.64149E+08 Min= 0.27539E+07 -0.21373E-04 -0.62550E+08 0.26570E+08 0.23442E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 59 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.11738E+06 0.27708E-01 -0.55187E+08 0.55304E+08 0.55246E+08 3 0.12887E+06 0.31918E-01 -0.62057E+08 0.62186E+08 0.62122E+08 12 0.39428E+06 0.10663E-02 -0.20284E+08 0.20678E+08 0.20484E+08 10 0.36801E+06 0.85736E-03 -0.17603E+08 0.17971E+08 0.17790E+08 13 0.11393E+06 0.30312E-01 -0.56858E+08 0.56972E+08 0.56915E+08 15 0.12513E+06 0.34880E-01 -0.63914E+08 0.64039E+08 0.63977E+08 24 0.37912E+08 0.0000 -0.21095E+06 0.38123E+08 0.38018E+08 22 0.34783E+08 0.0000 -0.18624E+06 0.34969E+08 0.34877E+08 25 0.30022E+06 0.0000 -0.21578E+08 0.21878E+08 0.21729E+08 27 0.32371E+06 0.0000 -0.24705E+08 0.25029E+08 0.24869E+08 36 0.77212E+08 -0.60848E-01 -0.10358E+06 0.77316E+08 0.77264E+08 34 0.70156E+08 -0.56370E-01 -92337. 0.70248E+08 0.70202E+08 37 0.30765E+08 -0.44412E-02 -0.21057E+06 0.30975E+08 0.30871E+08 39 0.33448E+08 -0.46055E-02 -0.23910E+06 0.33687E+08 0.33568E+08 48 0.75354E+08 -0.56517E-01 -0.10613E+06 0.75460E+08 0.75407E+08 46 0.68483E+08 -0.52393E-01 -94592. 0.68578E+08 0.68531E+08 Max= 0.77212E+08 0.34880E-01 -92337. 0.77316E+08 0.77264E+08 Min= 0.11393E+06 -0.60848E-01 -0.63914E+08 0.17971E+08 0.17790E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.11738E+06 0.27708E-01 -0.55187E+08 0.55304E+08 0.55246E+08 3 0.12887E+06 0.31918E-01 -0.62057E+08 0.62186E+08 0.62122E+08 12 0.39428E+06 0.10663E-02 -0.20284E+08 0.20678E+08 0.20484E+08 10 0.36801E+06 0.85736E-03 -0.17603E+08 0.17971E+08 0.17790E+08


ANNEXES

240

13 0.11393E+06 0.30312E-01 -0.56858E+08 0.56972E+08 0.56915E+08 15 0.12513E+06 0.34880E-01 -0.63914E+08 0.64039E+08 0.63977E+08 24 0.37912E+08 0.0000 -0.21095E+06 0.38123E+08 0.38018E+08 22 0.34783E+08 0.0000 -0.18624E+06 0.34969E+08 0.34877E+08 25 0.30022E+06 0.0000 -0.21578E+08 0.21878E+08 0.21729E+08 27 0.32371E+06 0.0000 -0.24705E+08 0.25029E+08 0.24869E+08 36 0.77212E+08 -0.60848E-01 -0.10358E+06 0.77316E+08 0.77264E+08 34 0.70156E+08 -0.56370E-01 -92337. 0.70248E+08 0.70202E+08 37 0.30765E+08 -0.44412E-02 -0.21057E+06 0.30975E+08 0.30871E+08 39 0.33448E+08 -0.46055E-02 -0.23910E+06 0.33687E+08 0.33568E+08 48 0.75354E+08 -0.56517E-01 -0.10613E+06 0.75460E+08 0.75407E+08 46 0.68483E+08 -0.52393E-01 -94592. 0.68578E+08 0.68531E+08 Max= 0.77212E+08 0.34880E-01 -92337. 0.77316E+08 0.77264E+08 Min= 0.11393E+06 -0.60848E-01 -0.63914E+08 0.17971E+08 0.17790E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 60 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 50776. 0.46991E-01 -0.47201E+08 0.47251E+08 0.47226E+08 3 55074. 0.56136E-01 -0.53725E+08 0.53780E+08 0.53753E+08 12 0.30452E+07 0.26010E-04 -0.97166E+06 0.40168E+07 0.36299E+07 10 0.36721E+07 0.22667E-04 -0.65268E+06 0.43247E+07 0.40381E+07 13 38053. 0.11178 -0.62982E+08 0.63020E+08 0.63001E+08 15 41521. 0.13115 -0.71261E+08 0.71302E+08 0.71282E+08 24 0.63405E+08 0.0000 -46666. 0.63451E+08 0.63428E+08 22 0.58216E+08 0.0000 -41168. 0.58258E+08 0.58237E+08 25 68127. 0.0000 -0.35179E+08 0.35247E+08 0.35213E+08 27 73299. 0.0000 -0.40367E+08 0.40440E+08 0.40404E+08 36 0.94315E+08 -0.30337 -31372. 0.94346E+08 0.94330E+08 34 0.86036E+08 -0.28433 -27856. 0.86064E+08 0.86050E+08 37 0.20164E+08 -0.34206E-02 -0.11886E+06 0.20282E+08 0.20223E+08 39 0.21131E+08 -0.31594E-02 -0.14003E+06 0.21271E+08 0.21201E+08 48 0.76773E+08 -0.16330 -38540. 0.76811E+08 0.76792E+08 46 0.70248E+08 -0.15448 -34117. 0.70282E+08 0.70265E+08 Max= 0.94315E+08 0.13115 -27856. 0.94346E+08 0.94330E+08 Min= 38053. -0.30337 -0.71261E+08 0.40168E+07 0.36299E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 50776. 0.46991E-01 -0.47201E+08 0.47251E+08 0.47226E+08 3 55074. 0.56136E-01 -0.53725E+08 0.53780E+08 0.53753E+08 12 0.30452E+07 0.26010E-04 -0.97166E+06 0.40168E+07 0.36299E+07 10 0.36721E+07 0.22667E-04 -0.65268E+06 0.43247E+07 0.40381E+07 13 38053. 0.11178 -0.62982E+08 0.63020E+08 0.63001E+08 15 41521. 0.13115 -0.71261E+08 0.71302E+08 0.71282E+08 24 0.63405E+08 0.0000 -46666. 0.63451E+08 0.63428E+08 22 0.58216E+08 0.0000 -41168. 0.58258E+08 0.58237E+08 25 68127. 0.0000 -0.35179E+08 0.35247E+08 0.35213E+08 27 73299. 0.0000 -0.40367E+08 0.40440E+08 0.40404E+08 36 0.94315E+08 -0.30337 -31372. 0.94346E+08 0.94330E+08 34 0.86036E+08 -0.28433 -27856. 0.86064E+08 0.86050E+08 37 0.20164E+08 -0.34206E-02 -0.11886E+06 0.20282E+08 0.20223E+08 39 0.21131E+08 -0.31594E-02 -0.14003E+06 0.21271E+08 0.21201E+08 48 0.76773E+08 -0.16330 -38540. 0.76811E+08 0.76792E+08 46 0.70248E+08 -0.15448 -34117. 0.70282E+08 0.70265E+08 Max= 0.94315E+08 0.13115 -27856. 0.94346E+08 0.94330E+08 Min= 38053. -0.30337 -0.71261E+08 0.40168E+07 0.36299E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 61 SECTION ID = 49 ELEMENT NODE = 1


ANNEXES

241

SEC NODE S1 S2 S3 SINT SEQV 1 0.51930E+07 0.53043E-04 -0.10272E+08 0.15465E+08 0.13631E+08 3 0.62957E+07 0.63510E-04 -0.11834E+08 0.18129E+08 0.15943E+08 12 0.54299E+07 0.61272E-04 -0.13720E+08 0.19150E+08 0.17095E+08 10 0.44851E+07 0.52097E-04 -0.11893E+08 0.16378E+08 0.14659E+08 13 0.66960E+07 0.64788E-04 -0.79660E+07 0.14662E+08 0.12714E+08 15 0.81286E+07 0.78610E-04 -0.91653E+07 0.17294E+08 0.14986E+08 24 0.56063E+07 0.0000 -0.13289E+08 0.18895E+08 0.16808E+08 22 0.46293E+07 0.0000 -0.11522E+08 0.16152E+08 0.14406E+08 25 0.82513E+07 0.0000 -0.64645E+07 0.14716E+08 0.12776E+08 27 0.10015E+08 0.0000 -0.74390E+07 0.17454E+08 0.15170E+08 36 0.68332E+07 0.67122E-04 -0.10903E+08 0.17736E+08 0.15494E+08 34 0.56330E+07 0.55692E-04 -0.94693E+07 0.15102E+08 0.13219E+08 37 0.85443E+07 0.82340E-04 -0.62428E+07 0.14787E+08 0.12858E+08 39 0.10369E+08 0.99743E-04 -0.71849E+07 0.17554E+08 0.15285E+08 48 0.88498E+07 0.85562E-04 -0.84183E+07 0.17268E+08 0.14956E+08 46 0.72896E+07 0.70478E-04 -0.73173E+07 0.14607E+08 0.12650E+08 Max= 0.10369E+08 0.99743E-04 -0.62428E+07 0.19150E+08 0.17095E+08 Min= 0.44851E+07 0.0000 -0.13720E+08 0.14607E+08 0.12650E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.51930E+07 0.53043E-04 -0.10272E+08 0.15465E+08 0.13631E+08 3 0.62957E+07 0.63510E-04 -0.11834E+08 0.18129E+08 0.15943E+08 12 0.54299E+07 0.61272E-04 -0.13720E+08 0.19150E+08 0.17095E+08 10 0.44851E+07 0.52097E-04 -0.11893E+08 0.16378E+08 0.14659E+08 13 0.66960E+07 0.64788E-04 -0.79660E+07 0.14662E+08 0.12714E+08 15 0.81286E+07 0.78610E-04 -0.91653E+07 0.17294E+08 0.14986E+08 24 0.56063E+07 0.0000 -0.13289E+08 0.18895E+08 0.16808E+08 22 0.46293E+07 0.0000 -0.11522E+08 0.16152E+08 0.14406E+08 25 0.82513E+07 0.0000 -0.64645E+07 0.14716E+08 0.12776E+08 27 0.10015E+08 0.0000 -0.74390E+07 0.17454E+08 0.15170E+08 36 0.68332E+07 0.67122E-04 -0.10903E+08 0.17736E+08 0.15494E+08 34 0.56330E+07 0.55692E-04 -0.94693E+07 0.15102E+08 0.13219E+08 37 0.85443E+07 0.82340E-04 -0.62428E+07 0.14787E+08 0.12858E+08 39 0.10369E+08 0.99743E-04 -0.71849E+07 0.17554E+08 0.15285E+08 48 0.88498E+07 0.85562E-04 -0.84183E+07 0.17268E+08 0.14956E+08 46 0.72896E+07 0.70478E-04 -0.73173E+07 0.14607E+08 0.12650E+08 Max= 0.10369E+08 0.99743E-04 -0.62428E+07 0.19150E+08 0.17095E+08 Min= 0.44851E+07 0.0000 -0.13720E+08 0.14607E+08 0.12650E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 62 SECTION ID = 49 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.33842E+07 -0.73458E-04 -0.10620E+06 0.34904E+07 0.34386E+07 3 0.38422E+07 -0.73277E-04 -0.13065E+06 0.39729E+07 0.39092E+07 12 0.33394E+07 -0.37956E-04 -0.15033E+06 0.34897E+07 0.34170E+07 10 0.29574E+07 -0.40328E-04 -0.12153E+06 0.30789E+07 0.30200E+07 13 0.24690E+07 -0.14200E-04 -0.14558E+06 0.26145E+07 0.25449E+07 15 0.27649E+07 -0.10798E-04 -0.18156E+06 0.29465E+07 0.28600E+07 24 0.16298E+07 0.0000 -0.30801E+06 0.19378E+07 0.18037E+07 22 0.14962E+07 0.0000 -0.24023E+06 0.17364E+07 0.16296E+07 25 0.92129E+06 0.0000 -0.39013E+06 0.13114E+07 0.11664E+07 27 0.97837E+06 0.0000 -0.51310E+06 0.14915E+07 0.13124E+07 36 0.41458E+06 0.51567E-05 -0.12109E+07 0.16254E+07 0.14629E+07 34 0.38860E+06 0.42506E-05 -0.92491E+06 0.13135E+07 0.11687E+07 37 0.27210E+06 0.62342E-05 -0.13209E+07 0.15930E+07 0.14759E+07 39 0.29571E+06 0.89903E-05 -0.16977E+07 0.19934E+07 0.18632E+07 48 0.23271E+06 0.17913E-04 -0.21572E+07 0.23899E+07 0.22825E+07 46 0.21116E+06 0.12247E-04 -0.17021E+07 0.19133E+07 0.18169E+07 Max= 0.38422E+07 0.17913E-04 -0.10620E+06 0.39729E+07 0.39092E+07 Min= 0.21116E+06 -0.73458E-04 -0.21572E+07 0.13114E+07 0.11664E+07


ANNEXES

242

ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.33842E+07 -0.73458E-04 -0.10620E+06 0.34904E+07 0.34386E+07 3 0.38422E+07 -0.73277E-04 -0.13065E+06 0.39729E+07 0.39092E+07 12 0.33394E+07 -0.37956E-04 -0.15033E+06 0.34897E+07 0.34170E+07 10 0.29574E+07 -0.40328E-04 -0.12153E+06 0.30789E+07 0.30200E+07 13 0.24690E+07 -0.14200E-04 -0.14558E+06 0.26145E+07 0.25449E+07 15 0.27649E+07 -0.10798E-04 -0.18156E+06 0.29465E+07 0.28600E+07 24 0.16298E+07 0.0000 -0.30801E+06 0.19378E+07 0.18037E+07 22 0.14962E+07 0.0000 -0.24023E+06 0.17364E+07 0.16296E+07 25 0.92129E+06 0.0000 -0.39013E+06 0.13114E+07 0.11664E+07 27 0.97837E+06 0.0000 -0.51310E+06 0.14915E+07 0.13124E+07 36 0.41458E+06 0.51567E-05 -0.12109E+07 0.16254E+07 0.14629E+07 34 0.38860E+06 0.42506E-05 -0.92491E+06 0.13135E+07 0.11687E+07 37 0.27210E+06 0.62342E-05 -0.13209E+07 0.15930E+07 0.14759E+07 39 0.29571E+06 0.89903E-05 -0.16977E+07 0.19934E+07 0.18632E+07 48 0.23271E+06 0.17913E-04 -0.21572E+07 0.23899E+07 0.22825E+07 46 0.21116E+06 0.12247E-04 -0.17021E+07 0.19133E+07 0.18169E+07 Max= 0.38422E+07 0.17913E-04 -0.10620E+06 0.39729E+07 0.39092E+07 Min= 0.21116E+06 -0.73458E-04 -0.21572E+07 0.13114E+07 0.11664E+07


ANNEXES

243



ANNEXES

244



ANNEXES

245



ANNEXES

246

3 0.10668E+08 0.0000 0.0000 0.10668E+08 0.10668E+08 12 0.16561E+08 0.0000 0.0000 0.16561E+08 0.16561E+08 10 0.16148E+08 0.0000 0.0000 0.16148E+08 0.16148E+08 13 0.51890E+07 0.0000 0.0000 0.51890E+07 0.51890E+07 15 0.47755E+07 0.0000 0.0000 0.47755E+07 0.47755E+07 24 0.19002E+08 0.0000 0.0000 0.19002E+08 0.19002E+08 22 0.18418E+08 0.0000 0.0000 0.18418E+08 0.18418E+08 25 0.29194E+07 0.0000 0.0000 0.29194E+07 0.29194E+07 27 0.23345E+07 0.0000 0.0000 0.23345E+07 0.23345E+07 36 0.16561E+08 0.0000 0.0000 0.16561E+08 0.16561E+08 34 0.16148E+08 0.0000 0.0000 0.16148E+08 0.16148E+08 37 0.51890E+07 0.0000 0.0000 0.51890E+07 0.51890E+07 39 0.47755E+07 0.0000 0.0000 0.47755E+07 0.47755E+07 48 0.10668E+08 0.0000 0.0000 0.10668E+08 0.10668E+08 46 0.10668E+08 0.0000 0.0000 0.10668E+08 0.10668E+08 Max= 0.19002E+08 0.0000 0.0000 0.19002E+08 0.19002E+08 Min= 0.23345E+07 0.0000 0.0000 0.23345E+07 0.23345E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.10668E+08 0.0000 0.0000 0.10668E+08 0.10668E+08 3 0.10668E+08 0.0000 0.0000 0.10668E+08 0.10668E+08 12 0.16561E+08 0.0000 0.0000 0.16561E+08 0.16561E+08 10 0.16148E+08 0.0000 0.0000 0.16148E+08 0.16148E+08 13 0.51890E+07 0.0000 0.0000 0.51890E+07 0.51890E+07 15 0.47755E+07 0.0000 0.0000 0.47755E+07 0.47755E+07 24 0.19002E+08 0.0000 0.0000 0.19002E+08 0.19002E+08 22 0.18418E+08 0.0000 0.0000 0.18418E+08 0.18418E+08 25 0.29194E+07 0.0000 0.0000 0.29194E+07 0.29194E+07 27 0.23345E+07 0.0000 0.0000 0.23345E+07 0.23345E+07 36 0.16561E+08 0.0000 0.0000 0.16561E+08 0.16561E+08 34 0.16148E+08 0.0000 0.0000 0.16148E+08 0.16148E+08 37 0.51890E+07 0.0000 0.0000 0.51890E+07 0.51890E+07 39 0.47755E+07 0.0000 0.0000 0.47755E+07 0.47755E+07 48 0.10668E+08 0.0000 0.0000 0.10668E+08 0.10668E+08 46 0.10668E+08 0.0000 0.0000 0.10668E+08 0.10668E+08 Max= 0.19002E+08 0.0000 0.0000 0.19002E+08 0.19002E+08 Min= 0.23345E+07 0.0000 0.0000 0.23345E+07 0.23345E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 6 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.10668E+08 0.0000 0.0000 0.10668E+08 0.10668E+08 3 0.10668E+08 0.0000 0.0000 0.10668E+08 0.10668E+08 12 0.28347E+08 0.0000 0.0000 0.28347E+08 0.28347E+08 10 0.27107E+08 0.0000 0.0000 0.27107E+08 0.27107E+08 13 0.0000 0.0000 -0.57699E+07 0.57699E+07 0.57699E+07 15 0.0000 0.0000 -0.70105E+07 0.70105E+07 0.70105E+07 24 0.35670E+08 0.0000 0.0000 0.35670E+08 0.35670E+08 22 0.33916E+08 0.0000 0.0000 0.33916E+08 0.33916E+08 25 0.0000 0.0000 -0.12579E+08 0.12579E+08 0.12579E+08 27 0.0000 0.0000 -0.14333E+08 0.14333E+08 0.14333E+08 36 0.28347E+08 0.0000 0.0000 0.28347E+08 0.28347E+08 34 0.27107E+08 0.0000 0.0000 0.27107E+08 0.27107E+08 37 0.0000 0.0000 -0.57699E+07 0.57699E+07 0.57699E+07 39 0.0000 0.0000 -0.70105E+07 0.70105E+07 0.70105E+07 48 0.10668E+08 0.0000 0.0000 0.10668E+08 0.10668E+08 46 0.10668E+08 0.0000 0.0000 0.10668E+08 0.10668E+08 Max= 0.35670E+08 0.0000 0.0000 0.35670E+08 0.35670E+08 Min= 0.0000 0.0000 -0.14333E+08 0.57699E+07 0.57699E+07 ELEMENT NODE = 2


ANNEXES

247



ANNEXES

248



ANNEXES

249



ANNEXES

250

39 0.0000 0.0000 -0.54154E+08 0.54154E+08 0.54154E+08 48 0.10668E+08 0.0000 0.0000 0.10668E+08 0.10668E+08 46 0.10668E+08 0.0000 0.0000 0.10668E+08 0.10668E+08 Max= 0.10234E+09 0.0000 0.0000 0.10234E+09 0.10234E+09 Min= 0.0000 0.0000 -0.81005E+08 0.10668E+08 0.10668E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 11 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.10668E+08 0.0000 0.0000 0.10668E+08 0.10668E+08 3 0.10668E+08 0.0000 0.0000 0.10668E+08 0.10668E+08 12 0.87277E+08 0.0000 0.0000 0.87277E+08 0.87277E+08 10 0.81901E+08 0.0000 0.0000 0.81901E+08 0.81901E+08 13 0.0000 0.0000 -0.60564E+08 0.60564E+08 0.60564E+08 15 0.0000 0.0000 -0.65940E+08 0.65940E+08 0.65940E+08 24 0.11901E+09 0.0000 0.0000 0.11901E+09 0.11901E+09 22 0.11141E+09 0.0000 0.0000 0.11141E+09 0.11141E+09 25 0.0000 0.0000 -0.90070E+08 0.90070E+08 0.90070E+08 27 0.0000 0.0000 -0.97673E+08 0.97673E+08 0.97673E+08 36 0.87277E+08 0.0000 0.0000 0.87277E+08 0.87277E+08 34 0.81901E+08 0.0000 0.0000 0.81901E+08 0.81901E+08 37 0.0000 0.0000 -0.60564E+08 0.60564E+08 0.60564E+08 39 0.0000 0.0000 -0.65940E+08 0.65940E+08 0.65940E+08 48 0.10668E+08 0.0000 0.0000 0.10668E+08 0.10668E+08 46 0.10668E+08 0.0000 0.0000 0.10668E+08 0.10668E+08 Max= 0.11901E+09 0.0000 0.0000 0.11901E+09 0.11901E+09 Min= 0.0000 0.0000 -0.97673E+08 0.10668E+08 0.10668E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.10668E+08 0.0000 0.0000 0.10668E+08 0.10668E+08 3 0.10668E+08 0.0000 0.0000 0.10668E+08 0.10668E+08 12 0.87277E+08 0.0000 0.0000 0.87277E+08 0.87277E+08 10 0.81901E+08 0.0000 0.0000 0.81901E+08 0.81901E+08 13 0.0000 0.0000 -0.60564E+08 0.60564E+08 0.60564E+08 15 0.0000 0.0000 -0.65940E+08 0.65940E+08 0.65940E+08 24 0.11901E+09 0.0000 0.0000 0.11901E+09 0.11901E+09 22 0.11141E+09 0.0000 0.0000 0.11141E+09 0.11141E+09 25 0.0000 0.0000 -0.90070E+08 0.90070E+08 0.90070E+08 27 0.0000 0.0000 -0.97673E+08 0.97673E+08 0.97673E+08 36 0.87277E+08 0.0000 0.0000 0.87277E+08 0.87277E+08 34 0.81901E+08 0.0000 0.0000 0.81901E+08 0.81901E+08 37 0.0000 0.0000 -0.60564E+08 0.60564E+08 0.60564E+08 39 0.0000 0.0000 -0.65940E+08 0.65940E+08 0.65940E+08 48 0.10668E+08 0.0000 0.0000 0.10668E+08 0.10668E+08 46 0.10668E+08 0.0000 0.0000 0.10668E+08 0.10668E+08 Max= 0.11901E+09 0.0000 0.0000 0.11901E+09 0.11901E+09 Min= 0.0000 0.0000 -0.97673E+08 0.10668E+08 0.10668E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 12 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.19464E+07 0.12470E-03 -0.16486E+08 0.18433E+08 0.17541E+08 3 0.21343E+07 0.12803E-03 -0.17496E+08 0.19630E+08 0.18655E+08 12 0.45887E+06 0.15270E-01 -0.81378E+08 0.81837E+08 0.81609E+08 10 0.42370E+06 0.14325E-01 -0.75736E+08 0.76159E+08 0.75949E+08 13 0.52954E+08 -0.43051E-02 -0.60598E+06 0.53560E+08 0.53259E+08 15 0.57443E+08 -0.47305E-02 -0.65007E+06 0.58093E+08 0.57771E+08 24 0.36666E+06 0.0000 -0.10184E+09 0.10221E+09 0.10203E+09


ANNEXES

251

22 0.33882E+06 0.0000 -0.94708E+08 0.95047E+08 0.94878E+08 25 0.86540E+08 0.0000 -0.37080E+06 0.86911E+08 0.86726E+08 27 0.93676E+08 0.0000 -0.39863E+06 0.94074E+08 0.93876E+08 36 0.56956E+06 0.79217E-02 -0.65562E+08 0.66132E+08 0.65849E+08 34 0.52542E+06 0.74531E-02 -0.61073E+08 0.61599E+08 0.61338E+08 37 0.67587E+08 -0.94847E-02 -0.47479E+06 0.68062E+08 0.67825E+08 39 0.73229E+08 -0.10375E-01 -0.50993E+06 0.73739E+08 0.73486E+08 48 0.10664E+08 0.91879E-04 -0.35018E+07 0.14165E+08 0.12780E+08 46 0.96612E+07 0.84339E-04 -0.33214E+07 0.12983E+08 0.11682E+08 Max= 0.93676E+08 0.15270E-01 -0.37080E+06 0.10221E+09 0.10203E+09 Min= 0.33882E+06 -0.10375E-01 -0.10184E+09 0.12983E+08 0.11682E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.19464E+07 0.12470E-03 -0.16486E+08 0.18433E+08 0.17541E+08 3 0.21343E+07 0.12803E-03 -0.17496E+08 0.19630E+08 0.18655E+08 12 0.45887E+06 0.15270E-01 -0.81378E+08 0.81837E+08 0.81609E+08 10 0.42370E+06 0.14325E-01 -0.75736E+08 0.76159E+08 0.75949E+08 13 0.52954E+08 -0.43051E-02 -0.60598E+06 0.53560E+08 0.53259E+08 15 0.57443E+08 -0.47305E-02 -0.65007E+06 0.58093E+08 0.57771E+08 24 0.36666E+06 0.0000 -0.10184E+09 0.10221E+09 0.10203E+09 22 0.33882E+06 0.0000 -0.94708E+08 0.95047E+08 0.94878E+08 25 0.86540E+08 0.0000 -0.37080E+06 0.86911E+08 0.86726E+08 27 0.93676E+08 0.0000 -0.39863E+06 0.94074E+08 0.93876E+08 36 0.56956E+06 0.79217E-02 -0.65562E+08 0.66132E+08 0.65849E+08 34 0.52542E+06 0.74531E-02 -0.61073E+08 0.61599E+08 0.61338E+08 37 0.67587E+08 -0.94847E-02 -0.47479E+06 0.68062E+08 0.67825E+08 39 0.73229E+08 -0.10375E-01 -0.50993E+06 0.73739E+08 0.73486E+08 48 0.10664E+08 0.91879E-04 -0.35018E+07 0.14165E+08 0.12780E+08 46 0.96612E+07 0.84339E-04 -0.33214E+07 0.12983E+08 0.11682E+08 Max= 0.93676E+08 0.15270E-01 -0.37080E+06 0.10221E+09 0.10203E+09 Min= 0.33882E+06 -0.10375E-01 -0.10184E+09 0.12983E+08 0.11682E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 13 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.64588E+07 -0.53603E-04 -0.33386E+06 0.67927E+07 0.66321E+07 3 0.68768E+07 -0.53402E-04 -0.36490E+06 0.72417E+07 0.70664E+07 12 0.56459E+08 -0.76325E-01 -44445. 0.56504E+08 0.56481E+08 10 0.52426E+08 -0.71113E-01 -41131. 0.52467E+08 0.52447E+08 13 50073. 0.39655E-01 -0.43064E+08 0.43114E+08 0.43089E+08 15 53906. 0.43042E-01 -0.46550E+08 0.46604E+08 0.46577E+08 24 0.74014E+08 0.0000 -33904. 0.74047E+08 0.74031E+08 22 0.68699E+08 0.0000 -31388. 0.68731E+08 0.68715E+08 25 32534. 0.0000 -0.66279E+08 0.66312E+08 0.66296E+08 27 35050. 0.0000 -0.71594E+08 0.71629E+08 0.71611E+08 36 0.48969E+08 -0.49646E-01 -51244. 0.49020E+08 0.48994E+08 34 0.45482E+08 -0.46293E-01 -47411. 0.45530E+08 0.45506E+08 37 43121. 0.62145E-01 -0.50007E+08 0.50050E+08 0.50029E+08 39 46434. 0.67394E-01 -0.54040E+08 0.54087E+08 0.54063E+08 48 0.54167E+06 0.35390E-04 -0.46326E+07 0.51743E+07 0.49258E+07 46 0.51153E+06 0.31013E-04 -0.42155E+07 0.47270E+07 0.44932E+07 Max= 0.74014E+08 0.67394E-01 -31388. 0.74047E+08 0.74031E+08 Min= 32534. -0.76325E-01 -0.71594E+08 0.47270E+07 0.44932E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.64588E+07 -0.53603E-04 -0.33386E+06 0.67927E+07 0.66321E+07 3 0.68768E+07 -0.53402E-04 -0.36490E+06 0.72417E+07 0.70664E+07 12 0.56459E+08 -0.76325E-01 -44445. 0.56504E+08 0.56481E+08 10 0.52426E+08 -0.71113E-01 -41131. 0.52467E+08 0.52447E+08 13 50073. 0.39655E-01 -0.43064E+08 0.43114E+08 0.43089E+08


ANNEXES

252

15 53906. 0.43042E-01 -0.46550E+08 0.46604E+08 0.46577E+08 24 0.74014E+08 0.0000 -33904. 0.74047E+08 0.74031E+08 22 0.68699E+08 0.0000 -31388. 0.68731E+08 0.68715E+08 25 32534. 0.0000 -0.66279E+08 0.66312E+08 0.66296E+08 27 35050. 0.0000 -0.71594E+08 0.71629E+08 0.71611E+08 36 0.48969E+08 -0.49646E-01 -51244. 0.49020E+08 0.48994E+08 34 0.45482E+08 -0.46293E-01 -47411. 0.45530E+08 0.45506E+08 37 43121. 0.62145E-01 -0.50007E+08 0.50050E+08 0.50029E+08 39 46434. 0.67394E-01 -0.54040E+08 0.54087E+08 0.54063E+08 48 0.54167E+06 0.35390E-04 -0.46326E+07 0.51743E+07 0.49258E+07 46 0.51153E+06 0.31013E-04 -0.42155E+07 0.47270E+07 0.44932E+07 Max= 0.74014E+08 0.67394E-01 -31388. 0.74047E+08 0.74031E+08 Min= 32534. -0.76325E-01 -0.71594E+08 0.47270E+07 0.44932E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 14 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.39510E+07 0.17882E-04 -0.54578E+06 0.44967E+07 0.42502E+07 3 0.41785E+07 0.20122E-04 -0.60053E+06 0.47791E+07 0.45089E+07 12 0.30283E+08 -0.11506E-01 -82864. 0.30365E+08 0.30324E+08 10 0.28160E+08 -0.10769E-01 -76575. 0.28237E+08 0.28199E+08 13 95187. 0.57261E-02 -0.22654E+08 0.22749E+08 0.22702E+08 15 0.10228E+06 0.62498E-02 -0.24533E+08 0.24635E+08 0.24584E+08 24 0.39903E+08 0.0000 -62886. 0.39966E+08 0.39934E+08 22 0.37078E+08 0.0000 -58157. 0.37136E+08 0.37107E+08 25 62212. 0.0000 -0.34661E+08 0.34724E+08 0.34693E+08 27 66941. 0.0000 -0.37486E+08 0.37553E+08 0.37519E+08 36 0.26945E+08 -0.80345E-02 -93129. 0.27038E+08 0.26991E+08 34 0.25066E+08 -0.75294E-02 -86028. 0.25152E+08 0.25109E+08 37 83754. 0.84268E-02 -0.25746E+08 0.25830E+08 0.25788E+08 39 90041. 0.91846E-02 -0.27869E+08 0.27959E+08 0.27914E+08 48 0.11079E+07 0.11425E-04 -0.22649E+07 0.33728E+07 0.29777E+07 46 0.10566E+07 0.10728E-04 -0.20408E+07 0.30974E+07 0.27272E+07 Max= 0.39903E+08 0.91846E-02 -58157. 0.39966E+08 0.39934E+08 Min= 62212. -0.11506E-01 -0.37486E+08 0.30974E+07 0.27272E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.39510E+07 0.17882E-04 -0.54578E+06 0.44967E+07 0.42502E+07 3 0.41785E+07 0.20122E-04 -0.60053E+06 0.47791E+07 0.45089E+07 12 0.30283E+08 -0.11506E-01 -82864. 0.30365E+08 0.30324E+08 10 0.28160E+08 -0.10769E-01 -76575. 0.28237E+08 0.28199E+08 13 95187. 0.57261E-02 -0.22654E+08 0.22749E+08 0.22702E+08 15 0.10228E+06 0.62498E-02 -0.24533E+08 0.24635E+08 0.24584E+08 24 0.39903E+08 0.0000 -62886. 0.39966E+08 0.39934E+08 22 0.37078E+08 0.0000 -58157. 0.37136E+08 0.37107E+08 25 62212. 0.0000 -0.34661E+08 0.34724E+08 0.34693E+08 27 66941. 0.0000 -0.37486E+08 0.37553E+08 0.37519E+08 36 0.26945E+08 -0.80345E-02 -93129. 0.27038E+08 0.26991E+08 34 0.25066E+08 -0.75294E-02 -86028. 0.25152E+08 0.25109E+08 37 83754. 0.84268E-02 -0.25746E+08 0.25830E+08 0.25788E+08 39 90041. 0.91846E-02 -0.27869E+08 0.27959E+08 0.27914E+08 48 0.11079E+07 0.11425E-04 -0.22649E+07 0.33728E+07 0.29777E+07 46 0.10566E+07 0.10728E-04 -0.20408E+07 0.30974E+07 0.27272E+07 Max= 0.39903E+08 0.91846E-02 -58157. 0.39966E+08 0.39934E+08 Min= 62212. -0.11506E-01 -0.37486E+08 0.30974E+07 0.27272E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 15 SECTION ID = 7 ELEMENT NODE = 1


ANNEXES

253

SEC NODE S1 S2 S3 SINT SEQV 1 0.18506E+07 0.17719E-04 -0.11652E+07 0.30158E+07 0.26342E+07 3 0.19385E+07 0.18618E-04 -0.12945E+07 0.32330E+07 0.28183E+07 12 0.45376E+07 0.15983E-04 -0.55301E+06 0.50906E+07 0.48378E+07 10 0.42853E+07 0.13703E-04 -0.50320E+06 0.47885E+07 0.45578E+07 13 0.75446E+06 0.12181E-04 -0.28582E+07 0.36126E+07 0.33007E+07 15 0.79434E+06 0.13634E-04 -0.31590E+07 0.39534E+07 0.36221E+07 24 0.61107E+07 0.0000 -0.41064E+06 0.65214E+07 0.63261E+07 22 0.57476E+07 0.0000 -0.37518E+06 0.61227E+07 0.59440E+07 25 0.60614E+06 0.0000 -0.35575E+07 0.41637E+07 0.38961E+07 27 0.64024E+06 0.0000 -0.39193E+07 0.45596E+07 0.42756E+07 36 0.52625E+07 0.28755E-05 -0.47683E+06 0.57393E+07 0.55164E+07 34 0.49595E+07 0.76859E-06 -0.43479E+06 0.53943E+07 0.51906E+07 37 0.93795E+06 0.10411E-04 -0.22990E+07 0.32370E+07 0.28847E+07 39 0.98471E+06 0.11267E-04 -0.25483E+07 0.35330E+07 0.31580E+07 48 0.27047E+07 0.23597E-04 -0.92776E+06 0.36325E+07 0.32689E+07 46 0.25735E+07 0.22118E-04 -0.83790E+06 0.34114E+07 0.30792E+07 Max= 0.61107E+07 0.23597E-04 -0.37518E+06 0.65214E+07 0.63261E+07 Min= 0.60614E+06 0.0000 -0.39193E+07 0.30158E+07 0.26342E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.18506E+07 0.17719E-04 -0.11652E+07 0.30158E+07 0.26342E+07 3 0.19385E+07 0.18618E-04 -0.12945E+07 0.32330E+07 0.28183E+07 12 0.45376E+07 0.15983E-04 -0.55301E+06 0.50906E+07 0.48378E+07 10 0.42853E+07 0.13703E-04 -0.50320E+06 0.47885E+07 0.45578E+07 13 0.75446E+06 0.12181E-04 -0.28582E+07 0.36126E+07 0.33007E+07 15 0.79434E+06 0.13634E-04 -0.31590E+07 0.39534E+07 0.36221E+07 24 0.61107E+07 0.0000 -0.41064E+06 0.65214E+07 0.63261E+07 22 0.57476E+07 0.0000 -0.37518E+06 0.61227E+07 0.59440E+07 25 0.60614E+06 0.0000 -0.35575E+07 0.41637E+07 0.38961E+07 27 0.64024E+06 0.0000 -0.39193E+07 0.45596E+07 0.42756E+07 36 0.52625E+07 0.28755E-05 -0.47683E+06 0.57393E+07 0.55164E+07 34 0.49595E+07 0.76859E-06 -0.43479E+06 0.53943E+07 0.51906E+07 37 0.93795E+06 0.10411E-04 -0.22990E+07 0.32370E+07 0.28847E+07 39 0.98471E+06 0.11267E-04 -0.25483E+07 0.35330E+07 0.31580E+07 48 0.27047E+07 0.23597E-04 -0.92776E+06 0.36325E+07 0.32689E+07 46 0.25735E+07 0.22118E-04 -0.83790E+06 0.34114E+07 0.30792E+07 Max= 0.61107E+07 0.23597E-04 -0.37518E+06 0.65214E+07 0.63261E+07 Min= 0.60614E+06 0.0000 -0.39193E+07 0.30158E+07 0.26342E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 16 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.63327E+07 0.65962E-04 -0.13358E+08 0.19691E+08 0.17411E+08 3 0.65551E+07 0.70281E-04 -0.14926E+08 0.21481E+08 0.19068E+08 12 0.16190E+07 0.22660E-02 -0.60435E+08 0.62054E+08 0.61261E+08 10 0.15254E+07 0.20217E-02 -0.55456E+08 0.56981E+08 0.56234E+08 13 0.51954E+08 -0.11302E-02 -0.16282E+07 0.53582E+08 0.52787E+08 15 0.55085E+08 -0.11453E-02 -0.17762E+07 0.56861E+08 0.55994E+08 24 0.14002E+07 0.0000 -0.69878E+08 0.71278E+08 0.70588E+08 22 0.13170E+07 0.0000 -0.64231E+08 0.65548E+08 0.64899E+08 25 0.85516E+08 0.0000 -0.98919E+06 0.86506E+08 0.86015E+08 27 0.91164E+08 0.0000 -0.10733E+07 0.92238E+08 0.91706E+08 36 0.28337E+07 0.38437E-03 -0.34529E+08 0.37362E+08 0.36029E+08 34 0.26935E+07 0.33325E-03 -0.31406E+08 0.34099E+08 0.32836E+08 37 0.76648E+08 -0.47554E-02 -0.11036E+07 0.77751E+08 0.77205E+08 39 0.81629E+08 -0.49464E-02 -0.11986E+07 0.82827E+08 0.82235E+08 48 0.32954E+08 0.15824E-04 -0.29691E+07 0.35923E+08 0.34534E+08 46 0.31338E+08 -0.18696E-05 -0.26993E+07 0.34037E+08 0.32771E+08 Max= 0.91164E+08 0.22660E-02 -0.98919E+06 0.92238E+08 0.91706E+08 Min= 0.13170E+07 -0.49464E-02 -0.69878E+08 0.19691E+08 0.17411E+08


ANNEXES

254

ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.63327E+07 0.65962E-04 -0.13358E+08 0.19691E+08 0.17411E+08 3 0.65551E+07 0.70281E-04 -0.14926E+08 0.21481E+08 0.19068E+08 12 0.16190E+07 0.22660E-02 -0.60435E+08 0.62054E+08 0.61261E+08 10 0.15254E+07 0.20217E-02 -0.55456E+08 0.56981E+08 0.56234E+08 13 0.51954E+08 -0.11302E-02 -0.16282E+07 0.53582E+08 0.52787E+08 15 0.55085E+08 -0.11453E-02 -0.17762E+07 0.56861E+08 0.55994E+08 24 0.14002E+07 0.0000 -0.69878E+08 0.71278E+08 0.70588E+08 22 0.13170E+07 0.0000 -0.64231E+08 0.65548E+08 0.64899E+08 25 0.85516E+08 0.0000 -0.98919E+06 0.86506E+08 0.86015E+08 27 0.91164E+08 0.0000 -0.10733E+07 0.92238E+08 0.91706E+08 36 0.28337E+07 0.38437E-03 -0.34529E+08 0.37362E+08 0.36029E+08 34 0.26935E+07 0.33325E-03 -0.31406E+08 0.34099E+08 0.32836E+08 37 0.76648E+08 -0.47554E-02 -0.11036E+07 0.77751E+08 0.77205E+08 39 0.81629E+08 -0.49464E-02 -0.11986E+07 0.82827E+08 0.82235E+08 48 0.32954E+08 0.15824E-04 -0.29691E+07 0.35923E+08 0.34534E+08 46 0.31338E+08 -0.18696E-05 -0.26993E+07 0.34037E+08 0.32771E+08 Max= 0.91164E+08 0.22660E-02 -0.98919E+06 0.92238E+08 0.91706E+08 Min= 0.13170E+07 -0.49464E-02 -0.69878E+08 0.19691E+08 0.17411E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 17 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.41608E+07 0.96324E-04 -0.20331E+08 0.24491E+08 0.22699E+08 3 0.43398E+07 0.11105E-03 -0.22545E+08 0.26885E+08 0.24999E+08 12 0.13630E+07 0.38676E-02 -0.71785E+08 0.73148E+08 0.72476E+08 10 0.12816E+07 0.34737E-02 -0.66004E+08 0.67285E+08 0.66654E+08 13 0.49881E+08 -0.95162E-03 -0.16959E+07 0.51577E+08 0.50750E+08 15 0.52857E+08 -0.95976E-03 -0.18511E+07 0.54708E+08 0.53807E+08 24 0.12817E+07 0.0000 -0.76338E+08 0.77620E+08 0.76987E+08 22 0.12044E+07 0.0000 -0.70235E+08 0.71439E+08 0.70845E+08 25 0.91568E+08 0.0000 -0.92382E+06 0.92492E+08 0.92033E+08 27 0.97671E+08 0.0000 -0.10018E+07 0.98673E+08 0.98176E+08 36 0.30188E+07 0.31456E-03 -0.32411E+08 0.35430E+08 0.34021E+08 34 0.28729E+07 0.27188E-03 -0.29444E+08 0.32317E+08 0.30981E+08 37 0.87304E+08 -0.73527E-02 -0.96893E+06 0.88273E+08 0.87793E+08 39 0.93087E+08 -0.76856E-02 -0.10511E+07 0.94138E+08 0.93617E+08 48 0.42141E+08 -0.29592E-03 -0.23218E+07 0.44463E+08 0.43349E+08 46 0.39903E+08 -0.30887E-03 -0.21199E+07 0.42023E+08 0.41004E+08 Max= 0.97671E+08 0.38676E-02 -0.92382E+06 0.98673E+08 0.98176E+08 Min= 0.12044E+07 -0.76856E-02 -0.76338E+08 0.24491E+08 0.22699E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.41608E+07 0.96324E-04 -0.20331E+08 0.24491E+08 0.22699E+08 3 0.43398E+07 0.11105E-03 -0.22545E+08 0.26885E+08 0.24999E+08 12 0.13630E+07 0.38676E-02 -0.71785E+08 0.73148E+08 0.72476E+08 10 0.12816E+07 0.34737E-02 -0.66004E+08 0.67285E+08 0.66654E+08 13 0.49881E+08 -0.95162E-03 -0.16959E+07 0.51577E+08 0.50750E+08 15 0.52857E+08 -0.95976E-03 -0.18511E+07 0.54708E+08 0.53807E+08 24 0.12817E+07 0.0000 -0.76338E+08 0.77620E+08 0.76987E+08 22 0.12044E+07 0.0000 -0.70235E+08 0.71439E+08 0.70845E+08 25 0.91568E+08 0.0000 -0.92382E+06 0.92492E+08 0.92033E+08 27 0.97671E+08 0.0000 -0.10018E+07 0.98673E+08 0.98176E+08 36 0.30188E+07 0.31456E-03 -0.32411E+08 0.35430E+08 0.34021E+08 34 0.28729E+07 0.27188E-03 -0.29444E+08 0.32317E+08 0.30981E+08 37 0.87304E+08 -0.73527E-02 -0.96893E+06 0.88273E+08 0.87793E+08 39 0.93087E+08 -0.76856E-02 -0.10511E+07 0.94138E+08 0.93617E+08 48 0.42141E+08 -0.29592E-03 -0.23218E+07 0.44463E+08 0.43349E+08 46 0.39903E+08 -0.30887E-03 -0.21199E+07 0.42023E+08 0.41004E+08 Max= 0.97671E+08 0.38676E-02 -0.92382E+06 0.98673E+08 0.98176E+08


ANNEXES

255

Min= 0.12044E+07 -0.76856E-02 -0.76338E+08 0.24491E+08 0.22699E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 18 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.29888E+07 0.24033E-03 -0.28303E+08 0.31292E+08 0.29910E+08 3 0.31381E+07 0.27853E-03 -0.31179E+08 0.34317E+08 0.32860E+08 12 0.11759E+07 0.60947E-02 -0.83204E+08 0.84380E+08 0.83798E+08 10 0.11041E+07 0.55005E-02 -0.76617E+08 0.77722E+08 0.77175E+08 13 0.47813E+08 -0.78982E-03 -0.17692E+07 0.49583E+08 0.48722E+08 15 0.50636E+08 -0.79196E-03 -0.19323E+07 0.52568E+08 0.51629E+08 24 0.11814E+07 0.0000 -0.82816E+08 0.83998E+08 0.83413E+08 22 0.11093E+07 0.0000 -0.76257E+08 0.77366E+08 0.76817E+08 25 0.97627E+08 0.0000 -0.86648E+06 0.98494E+08 0.98064E+08 27 0.10419E+09 0.0000 -0.93910E+06 0.10513E+09 0.10466E+09 36 0.32273E+07 0.25528E-03 -0.30317E+08 0.33545E+08 0.32053E+08 34 0.30754E+07 0.22003E-03 -0.27506E+08 0.30581E+08 0.29166E+08 37 0.97990E+08 -0.10716E-01 -0.86327E+06 0.98853E+08 0.98425E+08 39 0.10458E+09 -0.11241E-01 -0.93560E+06 0.10551E+09 0.10505E+09 48 0.51552E+08 -0.85910E-03 -0.18979E+07 0.53450E+08 0.52527E+08 46 0.48666E+08 -0.85461E-03 -0.17382E+07 0.50404E+08 0.49558E+08 Max= 0.10458E+09 0.60947E-02 -0.86327E+06 0.10551E+09 0.10505E+09 Min= 0.11041E+07 -0.11241E-01 -0.83204E+08 0.30581E+08 0.29166E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.29888E+07 0.24033E-03 -0.28303E+08 0.31292E+08 0.29910E+08 3 0.31381E+07 0.27853E-03 -0.31179E+08 0.34317E+08 0.32860E+08 12 0.11759E+07 0.60947E-02 -0.83204E+08 0.84380E+08 0.83798E+08 10 0.11041E+07 0.55005E-02 -0.76617E+08 0.77722E+08 0.77175E+08 13 0.47813E+08 -0.78982E-03 -0.17692E+07 0.49583E+08 0.48722E+08 15 0.50636E+08 -0.79196E-03 -0.19323E+07 0.52568E+08 0.51629E+08 24 0.11814E+07 0.0000 -0.82816E+08 0.83998E+08 0.83413E+08 22 0.11093E+07 0.0000 -0.76257E+08 0.77366E+08 0.76817E+08 25 0.97627E+08 0.0000 -0.86648E+06 0.98494E+08 0.98064E+08 27 0.10419E+09 0.0000 -0.93910E+06 0.10513E+09 0.10466E+09 36 0.32273E+07 0.25528E-03 -0.30317E+08 0.33545E+08 0.32053E+08 34 0.30754E+07 0.22003E-03 -0.27506E+08 0.30581E+08 0.29166E+08 37 0.97990E+08 -0.10716E-01 -0.86327E+06 0.98853E+08 0.98425E+08 39 0.10458E+09 -0.11241E-01 -0.93560E+06 0.10551E+09 0.10505E+09 48 0.51552E+08 -0.85910E-03 -0.18979E+07 0.53450E+08 0.52527E+08 46 0.48666E+08 -0.85461E-03 -0.17382E+07 0.50404E+08 0.49558E+08 Max= 0.10458E+09 0.60947E-02 -0.86327E+06 0.10551E+09 0.10505E+09 Min= 0.11041E+07 -0.11241E-01 -0.83204E+08 0.30581E+08 0.29166E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 19 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.23012E+07 0.55042E-03 -0.36760E+08 0.39061E+08 0.37963E+08 3 0.24277E+07 0.62950E-03 -0.40303E+08 0.42730E+08 0.41570E+08 12 0.10335E+07 0.90498E-02 -0.94668E+08 0.95701E+08 0.95189E+08 10 0.96927E+06 0.81976E-02 -0.87274E+08 0.88243E+08 0.87763E+08 13 0.45752E+08 -0.64404E-03 -0.18489E+07 0.47601E+08 0.46704E+08 15 0.48422E+08 -0.64109E-03 -0.20206E+07 0.50442E+08 0.49463E+08 24 0.10956E+07 0.0000 -0.89309E+08 0.90404E+08 0.89861E+08 22 0.10279E+07 0.0000 -0.82292E+08 0.83320E+08 0.82811E+08 25 0.10369E+09 0.0000 -0.81579E+06 0.10451E+09 0.10410E+09 27 0.11071E+09 0.0000 -0.88377E+06 0.11159E+09 0.11115E+09 36 0.34633E+07 0.20570E-03 -0.28251E+08 0.31714E+08 0.30132E+08 34 0.33050E+07 0.17698E-03 -0.25595E+08 0.28900E+08 0.27397E+08 37 0.10870E+09 -0.14940E-01 -0.77824E+06 0.10947E+09 0.10909E+09


ANNEXES

256

39 0.11609E+09 -0.15716E-01 -0.84281E+06 0.11693E+09 0.11651E+09 48 0.61090E+08 -0.17374E-02 -0.16016E+07 0.62692E+08 0.61907E+08 46 0.57542E+08 -0.16981E-02 -0.14701E+07 0.59012E+08 0.58291E+08 Max= 0.11609E+09 0.90498E-02 -0.77824E+06 0.11693E+09 0.11651E+09 Min= 0.96927E+06 -0.15716E-01 -0.94668E+08 0.28900E+08 0.27397E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.23012E+07 0.55042E-03 -0.36760E+08 0.39061E+08 0.37963E+08 3 0.24277E+07 0.62950E-03 -0.40303E+08 0.42730E+08 0.41570E+08 12 0.10335E+07 0.90498E-02 -0.94668E+08 0.95701E+08 0.95189E+08 10 0.96927E+06 0.81976E-02 -0.87274E+08 0.88243E+08 0.87763E+08 13 0.45752E+08 -0.64404E-03 -0.18489E+07 0.47601E+08 0.46704E+08 15 0.48422E+08 -0.64109E-03 -0.20206E+07 0.50442E+08 0.49463E+08 24 0.10956E+07 0.0000 -0.89309E+08 0.90404E+08 0.89861E+08 22 0.10279E+07 0.0000 -0.82292E+08 0.83320E+08 0.82811E+08 25 0.10369E+09 0.0000 -0.81579E+06 0.10451E+09 0.10410E+09 27 0.11071E+09 0.0000 -0.88377E+06 0.11159E+09 0.11115E+09 36 0.34633E+07 0.20570E-03 -0.28251E+08 0.31714E+08 0.30132E+08 34 0.33050E+07 0.17698E-03 -0.25595E+08 0.28900E+08 0.27397E+08 37 0.10870E+09 -0.14940E-01 -0.77824E+06 0.10947E+09 0.10909E+09 39 0.11609E+09 -0.15716E-01 -0.84281E+06 0.11693E+09 0.11651E+09 48 0.61090E+08 -0.17374E-02 -0.16016E+07 0.62692E+08 0.61907E+08 46 0.57542E+08 -0.16981E-02 -0.14701E+07 0.59012E+08 0.58291E+08 Max= 0.11609E+09 0.90498E-02 -0.77824E+06 0.11693E+09 0.11651E+09 Min= 0.96927E+06 -0.15716E-01 -0.94668E+08 0.28900E+08 0.27397E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 20 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.18606E+07 0.10824E-02 -0.45464E+08 0.47325E+08 0.46422E+08 3 0.19695E+07 0.12242E-02 -0.49679E+08 0.51649E+08 0.50693E+08 12 0.92164E+06 0.12836E-01 -0.10616E+09 0.10708E+09 0.10663E+09 10 0.86354E+06 0.11661E-01 -0.97960E+08 0.98823E+08 0.98394E+08 13 0.43698E+08 -0.51352E-03 -0.19358E+07 0.45634E+08 0.44697E+08 15 0.46216E+08 -0.50631E-03 -0.21171E+07 0.48333E+08 0.47310E+08 24 0.10212E+07 0.0000 -0.95813E+08 0.96834E+08 0.96327E+08 22 0.95759E+06 0.0000 -0.88339E+08 0.89296E+08 0.88821E+08 25 0.10977E+09 0.0000 -0.77066E+06 0.11054E+09 0.11015E+09 27 0.11724E+09 0.0000 -0.83455E+06 0.11807E+09 0.11766E+09 36 0.37320E+07 0.16512E-03 -0.26217E+08 0.29949E+08 0.28268E+08 34 0.35669E+07 0.14204E-03 -0.23716E+08 0.27283E+08 0.25686E+08 37 0.11942E+09 -0.20122E-01 -0.70837E+06 0.12013E+09 0.11977E+09 39 0.12762E+09 -0.21213E-01 -0.76667E+06 0.12839E+09 0.12801E+09 48 0.70707E+08 -0.29938E-02 -0.13838E+07 0.72091E+08 0.71409E+08 46 0.66489E+08 -0.28981E-02 -0.12723E+07 0.67761E+08 0.67134E+08 Max= 0.12762E+09 0.12836E-01 -0.70837E+06 0.12839E+09 0.12801E+09 Min= 0.86354E+06 -0.21213E-01 -0.10616E+09 0.27283E+08 0.25686E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.18606E+07 0.10824E-02 -0.45464E+08 0.47325E+08 0.46422E+08 3 0.19695E+07 0.12242E-02 -0.49679E+08 0.51649E+08 0.50693E+08 12 0.92164E+06 0.12836E-01 -0.10616E+09 0.10708E+09 0.10663E+09 10 0.86354E+06 0.11661E-01 -0.97960E+08 0.98823E+08 0.98394E+08 13 0.43698E+08 -0.51352E-03 -0.19358E+07 0.45634E+08 0.44697E+08 15 0.46216E+08 -0.50631E-03 -0.21171E+07 0.48333E+08 0.47310E+08 24 0.10212E+07 0.0000 -0.95813E+08 0.96834E+08 0.96327E+08 22 0.95759E+06 0.0000 -0.88339E+08 0.89296E+08 0.88821E+08 25 0.10977E+09 0.0000 -0.77066E+06 0.11054E+09 0.11015E+09 27 0.11724E+09 0.0000 -0.83455E+06 0.11807E+09 0.11766E+09 36 0.37320E+07 0.16512E-03 -0.26217E+08 0.29949E+08 0.28268E+08


ANNEXES

257

34 0.35669E+07 0.14204E-03 -0.23716E+08 0.27283E+08 0.25686E+08 37 0.11942E+09 -0.20122E-01 -0.70837E+06 0.12013E+09 0.11977E+09 39 0.12762E+09 -0.21213E-01 -0.76667E+06 0.12839E+09 0.12801E+09 48 0.70707E+08 -0.29938E-02 -0.13838E+07 0.72091E+08 0.71409E+08 46 0.66489E+08 -0.28981E-02 -0.12723E+07 0.67761E+08 0.67134E+08 Max= 0.12762E+09 0.12836E-01 -0.70837E+06 0.12839E+09 0.12801E+09 Min= 0.86354E+06 -0.21213E-01 -0.10616E+09 0.27283E+08 0.25686E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 21 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.14126E+07 0.25673E-02 -0.59868E+08 0.61280E+08 0.60586E+08 3 0.15120E+07 0.28024E-02 -0.64695E+08 0.66207E+08 0.65464E+08 12 0.85950E+06 0.15864E-01 -0.11381E+09 0.11467E+09 0.11424E+09 10 0.80139E+06 0.14628E-01 -0.10553E+09 0.10633E+09 0.10593E+09 13 0.27577E+08 0.74419E-04 -0.30666E+07 0.30644E+08 0.29232E+08 15 0.29375E+08 0.84557E-04 -0.33299E+07 0.32705E+08 0.31173E+08 24 0.10283E+07 0.0000 -0.95124E+08 0.96152E+08 0.95642E+08 22 0.95929E+06 0.0000 -0.88158E+08 0.89117E+08 0.88642E+08 25 0.96447E+08 0.0000 -0.87684E+06 0.97324E+08 0.96889E+08 27 0.10341E+09 0.0000 -0.94587E+06 0.10436E+09 0.10389E+09 36 0.44262E+07 0.10609E-03 -0.22099E+08 0.26525E+08 0.24613E+08 34 0.41651E+07 0.96073E-04 -0.20304E+08 0.24469E+08 0.22675E+08 37 0.11384E+09 -0.17307E-01 -0.74287E+06 0.11458E+09 0.11421E+09 39 0.12212E+09 -0.18463E-01 -0.80099E+06 0.12292E+09 0.12252E+09 48 0.72896E+08 -0.33390E-02 -0.13419E+07 0.74238E+08 0.73576E+08 46 0.68069E+08 -0.31517E-02 -0.12424E+07 0.69311E+08 0.68699E+08 Max= 0.12212E+09 0.15864E-01 -0.74287E+06 0.12292E+09 0.12252E+09 Min= 0.80139E+06 -0.18463E-01 -0.11381E+09 0.24469E+08 0.22675E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.14126E+07 0.25673E-02 -0.59868E+08 0.61280E+08 0.60586E+08 3 0.15120E+07 0.28024E-02 -0.64695E+08 0.66207E+08 0.65464E+08 12 0.85950E+06 0.15864E-01 -0.11381E+09 0.11467E+09 0.11424E+09 10 0.80139E+06 0.14628E-01 -0.10553E+09 0.10633E+09 0.10593E+09 13 0.27577E+08 0.74419E-04 -0.30666E+07 0.30644E+08 0.29232E+08 15 0.29375E+08 0.84557E-04 -0.33299E+07 0.32705E+08 0.31173E+08 24 0.10283E+07 0.0000 -0.95124E+08 0.96152E+08 0.95642E+08 22 0.95929E+06 0.0000 -0.88158E+08 0.89117E+08 0.88642E+08 25 0.96447E+08 0.0000 -0.87684E+06 0.97324E+08 0.96889E+08 27 0.10341E+09 0.0000 -0.94587E+06 0.10436E+09 0.10389E+09 36 0.44262E+07 0.10609E-03 -0.22099E+08 0.26525E+08 0.24613E+08 34 0.41651E+07 0.96073E-04 -0.20304E+08 0.24469E+08 0.22675E+08 37 0.11384E+09 -0.17307E-01 -0.74287E+06 0.11458E+09 0.11421E+09 39 0.12212E+09 -0.18463E-01 -0.80099E+06 0.12292E+09 0.12252E+09 48 0.72896E+08 -0.33390E-02 -0.13419E+07 0.74238E+08 0.73576E+08 46 0.68069E+08 -0.31517E-02 -0.12424E+07 0.69311E+08 0.68699E+08 Max= 0.12212E+09 0.15864E-01 -0.74287E+06 0.12292E+09 0.12252E+09 Min= 0.80139E+06 -0.18463E-01 -0.11381E+09 0.24469E+08 0.22675E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 22 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.12616E+07 0.36448E-02 -0.67032E+08 0.68294E+08 0.67672E+08 3 0.13510E+07 0.39723E-02 -0.72401E+08 0.73752E+08 0.73086E+08 12 0.93651E+06 0.12219E-01 -0.10445E+09 0.10538E+09 0.10492E+09 10 0.87341E+06 0.11258E-01 -0.96826E+08 0.97700E+08 0.97266E+08 13 0.12279E+08 0.11657E-03 -0.68874E+07 0.19166E+08 0.16816E+08


ANNEXES

258

15 0.13004E+08 0.12377E-03 -0.75218E+07 0.20526E+08 0.17986E+08 24 0.13182E+07 0.0000 -0.74202E+08 0.75521E+08 0.74870E+08 22 0.12309E+07 0.0000 -0.68706E+08 0.69937E+08 0.69330E+08 25 0.76946E+08 0.0000 -0.10991E+07 0.78045E+08 0.77502E+08 27 0.82442E+08 0.0000 -0.11865E+07 0.83629E+08 0.83042E+08 36 0.11440E+08 0.11032E-03 -0.85505E+07 0.19990E+08 0.17372E+08 34 0.10806E+08 0.10411E-03 -0.78260E+07 0.18632E+08 0.16205E+08 37 0.10513E+09 -0.13436E-01 -0.80443E+06 0.10593E+09 0.10553E+09 39 0.11275E+09 -0.14322E-01 -0.86755E+06 0.11362E+09 0.11319E+09 48 0.80635E+08 -0.47450E-02 -0.12131E+07 0.81848E+08 0.81248E+08 46 0.75266E+08 -0.44706E-02 -0.11236E+07 0.76389E+08 0.75834E+08 Max= 0.11275E+09 0.12219E-01 -0.80443E+06 0.11362E+09 0.11319E+09 Min= 0.87341E+06 -0.14322E-01 -0.10445E+09 0.18632E+08 0.16205E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.12616E+07 0.36448E-02 -0.67032E+08 0.68294E+08 0.67672E+08 3 0.13510E+07 0.39723E-02 -0.72401E+08 0.73752E+08 0.73086E+08 12 0.93651E+06 0.12219E-01 -0.10445E+09 0.10538E+09 0.10492E+09 10 0.87341E+06 0.11258E-01 -0.96826E+08 0.97700E+08 0.97266E+08 13 0.12279E+08 0.11657E-03 -0.68874E+07 0.19166E+08 0.16816E+08 15 0.13004E+08 0.12377E-03 -0.75218E+07 0.20526E+08 0.17986E+08 24 0.13182E+07 0.0000 -0.74202E+08 0.75521E+08 0.74870E+08 22 0.12309E+07 0.0000 -0.68706E+08 0.69937E+08 0.69330E+08 25 0.76946E+08 0.0000 -0.10991E+07 0.78045E+08 0.77502E+08 27 0.82442E+08 0.0000 -0.11865E+07 0.83629E+08 0.83042E+08 36 0.11440E+08 0.11032E-03 -0.85505E+07 0.19990E+08 0.17372E+08 34 0.10806E+08 0.10411E-03 -0.78260E+07 0.18632E+08 0.16205E+08 37 0.10513E+09 -0.13436E-01 -0.80443E+06 0.10593E+09 0.10553E+09 39 0.11275E+09 -0.14322E-01 -0.86755E+06 0.11362E+09 0.11319E+09 48 0.80635E+08 -0.47450E-02 -0.12131E+07 0.81848E+08 0.81248E+08 46 0.75266E+08 -0.44706E-02 -0.11236E+07 0.76389E+08 0.75834E+08 Max= 0.11275E+09 0.12219E-01 -0.80443E+06 0.11362E+09 0.11319E+09 Min= 0.87341E+06 -0.14322E-01 -0.10445E+09 0.18632E+08 0.16205E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 23 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.41712E+06 0.47241E-03 -0.14052E+08 0.14469E+08 0.14265E+08 3 0.44525E+06 0.52012E-03 -0.15226E+08 0.15672E+08 0.15454E+08 12 0.15991E+06 0.11951E-01 -0.42395E+08 0.42555E+08 0.42475E+08 10 0.14910E+06 0.11020E-01 -0.39312E+08 0.39461E+08 0.39386E+08 13 0.21066E+08 -0.14485E-02 -0.27824E+06 0.21344E+08 0.21206E+08 15 0.22540E+08 -0.15313E-02 -0.30078E+06 0.22841E+08 0.22692E+08 24 0.15341E+06 0.0000 -0.44194E+08 0.44347E+08 0.44271E+08 22 0.14302E+06 0.0000 -0.40984E+08 0.41127E+08 0.41056E+08 25 0.44074E+08 0.0000 -0.13299E+06 0.44207E+08 0.44141E+08 27 0.47284E+08 0.0000 -0.14338E+06 0.47427E+08 0.47356E+08 36 0.34790E+06 0.11197E-02 -0.19487E+08 0.19835E+08 0.19664E+08 34 0.32540E+06 0.10223E-02 -0.18013E+08 0.18338E+08 0.18178E+08 37 0.42401E+08 -0.13436E-01 -0.13824E+06 0.42539E+08 0.42470E+08 39 0.45484E+08 -0.14336E-01 -0.14905E+06 0.45633E+08 0.45559E+08 48 0.18253E+08 -0.73451E-03 -0.37143E+06 0.18624E+08 0.18441E+08 46 0.17078E+08 -0.69860E-03 -0.34321E+06 0.17422E+08 0.17253E+08 Max= 0.47284E+08 0.11951E-01 -0.13299E+06 0.47427E+08 0.47356E+08 Min= 0.14302E+06 -0.14336E-01 -0.44194E+08 0.14469E+08 0.14265E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.41712E+06 0.47241E-03 -0.14052E+08 0.14469E+08 0.14265E+08 3 0.44525E+06 0.52012E-03 -0.15226E+08 0.15672E+08 0.15454E+08 12 0.15991E+06 0.11951E-01 -0.42395E+08 0.42555E+08 0.42475E+08


ANNEXES

259

10 0.14910E+06 0.11020E-01 -0.39312E+08 0.39461E+08 0.39386E+08 13 0.21066E+08 -0.14485E-02 -0.27824E+06 0.21344E+08 0.21206E+08 15 0.22540E+08 -0.15313E-02 -0.30078E+06 0.22841E+08 0.22692E+08 24 0.15341E+06 0.0000 -0.44194E+08 0.44347E+08 0.44271E+08 22 0.14302E+06 0.0000 -0.40984E+08 0.41127E+08 0.41056E+08 25 0.44074E+08 0.0000 -0.13299E+06 0.44207E+08 0.44141E+08 27 0.47284E+08 0.0000 -0.14338E+06 0.47427E+08 0.47356E+08 36 0.34790E+06 0.11197E-02 -0.19487E+08 0.19835E+08 0.19664E+08 34 0.32540E+06 0.10223E-02 -0.18013E+08 0.18338E+08 0.18178E+08 37 0.42401E+08 -0.13436E-01 -0.13824E+06 0.42539E+08 0.42470E+08 39 0.45484E+08 -0.14336E-01 -0.14905E+06 0.45633E+08 0.45559E+08 48 0.18253E+08 -0.73451E-03 -0.37143E+06 0.18624E+08 0.18441E+08 46 0.17078E+08 -0.69860E-03 -0.34321E+06 0.17422E+08 0.17253E+08 Max= 0.47284E+08 0.11951E-01 -0.13299E+06 0.47427E+08 0.47356E+08 Min= 0.14302E+06 -0.14336E-01 -0.44194E+08 0.14469E+08 0.14265E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 24 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.61450E+06 0.13840E-03 -0.95385E+07 0.10153E+08 0.98602E+07 3 0.65387E+06 0.15400E-03 -0.10368E+08 0.11022E+08 0.10710E+08 12 0.23640E+06 0.36560E-02 -0.28678E+08 0.28915E+08 0.28797E+08 10 0.22070E+06 0.33577E-02 -0.26558E+08 0.26778E+08 0.26669E+08 13 0.15015E+08 -0.43216E-03 -0.39037E+06 0.15405E+08 0.15214E+08 15 0.16034E+08 -0.45219E-03 -0.42282E+06 0.16457E+08 0.16250E+08 24 0.22729E+06 0.0000 -0.29828E+08 0.30055E+08 0.29942E+08 22 0.21217E+06 0.0000 -0.27626E+08 0.27839E+08 0.27733E+08 25 0.30705E+08 0.0000 -0.19089E+06 0.30896E+08 0.30801E+08 27 0.32906E+08 0.0000 -0.20603E+06 0.33112E+08 0.33010E+08 36 0.52024E+06 0.31870E-03 -0.13032E+08 0.13552E+08 0.13299E+08 34 0.48794E+06 0.28832E-03 -0.12012E+08 0.12500E+08 0.12264E+08 37 0.29635E+08 -0.43967E-02 -0.19779E+06 0.29833E+08 0.29734E+08 39 0.31755E+08 -0.46741E-02 -0.21349E+06 0.31969E+08 0.31863E+08 48 0.13323E+08 -0.20808E-03 -0.50885E+06 0.13832E+08 0.13585E+08 46 0.12493E+08 -0.20106E-03 -0.46917E+06 0.12962E+08 0.12734E+08 Max= 0.32906E+08 0.36560E-02 -0.19089E+06 0.33112E+08 0.33010E+08 Min= 0.21217E+06 -0.46741E-02 -0.29828E+08 0.10153E+08 0.98602E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.61450E+06 0.13840E-03 -0.95385E+07 0.10153E+08 0.98602E+07 3 0.65387E+06 0.15400E-03 -0.10368E+08 0.11022E+08 0.10710E+08 12 0.23640E+06 0.36560E-02 -0.28678E+08 0.28915E+08 0.28797E+08 10 0.22070E+06 0.33577E-02 -0.26558E+08 0.26778E+08 0.26669E+08 13 0.15015E+08 -0.43216E-03 -0.39037E+06 0.15405E+08 0.15214E+08 15 0.16034E+08 -0.45219E-03 -0.42282E+06 0.16457E+08 0.16250E+08 24 0.22729E+06 0.0000 -0.29828E+08 0.30055E+08 0.29942E+08 22 0.21217E+06 0.0000 -0.27626E+08 0.27839E+08 0.27733E+08 25 0.30705E+08 0.0000 -0.19089E+06 0.30896E+08 0.30801E+08 27 0.32906E+08 0.0000 -0.20603E+06 0.33112E+08 0.33010E+08 36 0.52024E+06 0.31870E-03 -0.13032E+08 0.13552E+08 0.13299E+08 34 0.48794E+06 0.28832E-03 -0.12012E+08 0.12500E+08 0.12264E+08 37 0.29635E+08 -0.43967E-02 -0.19779E+06 0.29833E+08 0.29734E+08 39 0.31755E+08 -0.46741E-02 -0.21349E+06 0.31969E+08 0.31863E+08 48 0.13323E+08 -0.20808E-03 -0.50885E+06 0.13832E+08 0.13585E+08 46 0.12493E+08 -0.20106E-03 -0.46917E+06 0.12962E+08 0.12734E+08 Max= 0.32906E+08 0.36560E-02 -0.19089E+06 0.33112E+08 0.33010E+08 Min= 0.21217E+06 -0.46741E-02 -0.29828E+08 0.10153E+08 0.98602E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 25 SECTION ID = 2


ANNEXES

260

ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.11027E+07 0.24984E-04 -0.53156E+07 0.64183E+07 0.59442E+07 3 0.11661E+07 0.27889E-04 -0.58139E+07 0.69800E+07 0.64762E+07 12 0.44906E+06 0.50642E-03 -0.15097E+08 0.15546E+08 0.15327E+08 10 0.42071E+06 0.45988E-03 -0.13932E+08 0.14353E+08 0.14147E+08 13 0.91053E+07 -0.25049E-04 -0.64374E+06 0.97490E+07 0.94436E+07 15 0.96833E+07 -0.23405E-04 -0.70013E+06 0.10383E+08 0.10052E+08 24 0.43473E+06 0.0000 -0.15595E+08 0.16029E+08 0.15817E+08 22 0.40720E+06 0.0000 -0.14395E+08 0.14802E+08 0.14602E+08 25 0.17424E+08 0.0000 -0.33640E+06 0.17760E+08 0.17594E+08 27 0.18624E+08 0.0000 -0.36402E+06 0.18988E+08 0.18809E+08 36 0.98683E+06 0.42908E-04 -0.68700E+07 0.78569E+07 0.74129E+07 34 0.93142E+06 0.38241E-04 -0.62930E+07 0.72244E+07 0.68067E+07 37 0.16957E+08 -0.68083E-03 -0.34566E+06 0.17303E+08 0.17133E+08 39 0.18122E+08 -0.71566E-03 -0.37410E+06 0.18496E+08 0.18312E+08 48 0.85416E+07 0.71477E-05 -0.79372E+06 0.93353E+07 0.89648E+07 46 0.80418E+07 0.44224E-05 -0.72887E+06 0.87706E+07 0.84299E+07 Max= 0.18624E+08 0.50642E-03 -0.33640E+06 0.18988E+08 0.18809E+08 Min= 0.40720E+06 -0.71566E-03 -0.15595E+08 0.64183E+07 0.59442E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.11027E+07 0.24984E-04 -0.53156E+07 0.64183E+07 0.59442E+07 3 0.11661E+07 0.27889E-04 -0.58139E+07 0.69800E+07 0.64762E+07 12 0.44906E+06 0.50642E-03 -0.15097E+08 0.15546E+08 0.15327E+08 10 0.42071E+06 0.45988E-03 -0.13932E+08 0.14353E+08 0.14147E+08 13 0.91053E+07 -0.25049E-04 -0.64374E+06 0.97490E+07 0.94436E+07 15 0.96833E+07 -0.23405E-04 -0.70013E+06 0.10383E+08 0.10052E+08 24 0.43473E+06 0.0000 -0.15595E+08 0.16029E+08 0.15817E+08 22 0.40720E+06 0.0000 -0.14395E+08 0.14802E+08 0.14602E+08 25 0.17424E+08 0.0000 -0.33640E+06 0.17760E+08 0.17594E+08 27 0.18624E+08 0.0000 -0.36402E+06 0.18988E+08 0.18809E+08 36 0.98683E+06 0.42908E-04 -0.68700E+07 0.78569E+07 0.74129E+07 34 0.93142E+06 0.38241E-04 -0.62930E+07 0.72244E+07 0.68067E+07 37 0.16957E+08 -0.68083E-03 -0.34566E+06 0.17303E+08 0.17133E+08 39 0.18122E+08 -0.71566E-03 -0.37410E+06 0.18496E+08 0.18312E+08 48 0.85416E+07 0.71477E-05 -0.79372E+06 0.93353E+07 0.89648E+07 46 0.80418E+07 0.44224E-05 -0.72887E+06 0.87706E+07 0.84299E+07 Max= 0.18624E+08 0.50642E-03 -0.33640E+06 0.18988E+08 0.18809E+08 Min= 0.40720E+06 -0.71566E-03 -0.15595E+08 0.64183E+07 0.59442E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 26 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.26829E+07 0.25915E-04 -0.21847E+07 0.48676E+07 0.42229E+07 3 0.28216E+07 0.27267E-04 -0.24028E+07 0.52243E+07 0.45293E+07 12 0.22112E+07 0.21486E-04 -0.30660E+07 0.52772E+07 0.45901E+07 10 0.21022E+07 0.20390E-04 -0.27882E+07 0.48904E+07 0.42491E+07 13 0.38293E+07 0.34643E-04 -0.15307E+07 0.53600E+07 0.47820E+07 15 0.40352E+07 0.36799E-04 -0.16801E+07 0.57153E+07 0.50877E+07 24 0.22686E+07 0.0000 -0.29884E+07 0.52570E+07 0.45669E+07 22 0.21570E+07 0.0000 -0.27174E+07 0.48744E+07 0.42307E+07 25 0.48652E+07 0.0000 -0.12048E+07 0.60700E+07 0.55663E+07 27 0.51390E+07 0.0000 -0.13192E+07 0.64582E+07 0.59101E+07 36 0.30027E+07 0.28961E-04 -0.22578E+07 0.52605E+07 0.45710E+07 34 0.28547E+07 0.27496E-04 -0.20533E+07 0.49079E+07 0.42693E+07 37 0.49663E+07 0.37574E-04 -0.11802E+07 0.61465E+07 0.56496E+07 39 0.52469E+07 0.40426E-04 -0.12921E+07 0.65390E+07 0.59983E+07 48 0.42692E+07 0.38020E-04 -0.15880E+07 0.58572E+07 0.52466E+07 46 0.40493E+07 0.35714E-04 -0.14475E+07 0.54968E+07 0.49349E+07 Max= 0.52469E+07 0.40426E-04 -0.11802E+07 0.65390E+07 0.59983E+07


ANNEXES

261

Min= 0.21022E+07 0.0000 -0.30660E+07 0.48676E+07 0.42229E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.26829E+07 0.25915E-04 -0.21847E+07 0.48676E+07 0.42229E+07 3 0.28216E+07 0.27267E-04 -0.24028E+07 0.52243E+07 0.45293E+07 12 0.22112E+07 0.21486E-04 -0.30660E+07 0.52772E+07 0.45901E+07 10 0.21022E+07 0.20390E-04 -0.27882E+07 0.48904E+07 0.42491E+07 13 0.38293E+07 0.34643E-04 -0.15307E+07 0.53600E+07 0.47820E+07 15 0.40352E+07 0.36799E-04 -0.16801E+07 0.57153E+07 0.50877E+07 24 0.22686E+07 0.0000 -0.29884E+07 0.52570E+07 0.45669E+07 22 0.21570E+07 0.0000 -0.27174E+07 0.48744E+07 0.42307E+07 25 0.48652E+07 0.0000 -0.12048E+07 0.60700E+07 0.55663E+07 27 0.51390E+07 0.0000 -0.13192E+07 0.64582E+07 0.59101E+07 36 0.30027E+07 0.28961E-04 -0.22578E+07 0.52605E+07 0.45710E+07 34 0.28547E+07 0.27496E-04 -0.20533E+07 0.49079E+07 0.42693E+07 37 0.49663E+07 0.37574E-04 -0.11802E+07 0.61465E+07 0.56496E+07 39 0.52469E+07 0.40426E-04 -0.12921E+07 0.65390E+07 0.59983E+07 48 0.42692E+07 0.38020E-04 -0.15880E+07 0.58572E+07 0.52466E+07 46 0.40493E+07 0.35714E-04 -0.14475E+07 0.54968E+07 0.49349E+07 Max= 0.52469E+07 0.40426E-04 -0.11802E+07 0.65390E+07 0.59983E+07 Min= 0.21022E+07 0.0000 -0.30660E+07 0.48676E+07 0.42229E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 29 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.43416E+08 -0.15965 -12638. 0.43429E+08 0.43422E+08 3 0.46961E+08 -0.14836 -15903. 0.46977E+08 0.46969E+08 12 0.35049E+08 -0.61480E-01 -21308. 0.35070E+08 0.35060E+08 10 0.33205E+08 -0.71247E-01 -16525. 0.33221E+08 0.33213E+08 13 0.41183E+08 -0.13621 -13323. 0.41196E+08 0.41190E+08 15 0.44356E+08 -0.12495 -16837. 0.44373E+08 0.44365E+08 24 0.15615E+08 0.0000 -47828. 0.15663E+08 0.15639E+08 22 0.16541E+08 0.0000 -33172. 0.16574E+08 0.16558E+08 25 0.27815E+08 0.0000 -19727. 0.27835E+08 0.27825E+08 27 0.28762E+08 0.0000 -25966. 0.28788E+08 0.28775E+08 36 0.84635E+06 0.81826E-05 -0.88242E+06 0.17288E+07 0.14973E+07 34 0.32999E+07 -0.29153E-04 -0.16628E+06 0.34662E+07 0.33861E+07 37 0.11164E+08 -0.25836E-02 -49147. 0.11213E+08 0.11189E+08 39 0.93556E+07 -0.10601E-02 -79829. 0.94354E+07 0.93957E+07 48 0.25756E+06 0.29620E-04 -0.28997E+07 0.31572E+07 0.30366E+07 46 0.13167E+07 0.11218E-04 -0.41673E+06 0.17334E+07 0.15671E+07 Max= 0.46961E+08 0.29620E-04 -12638. 0.46977E+08 0.46969E+08 Min= 0.25756E+06 -0.15965 -0.28997E+07 0.17288E+07 0.14973E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.43416E+08 -0.15965 -12638. 0.43429E+08 0.43422E+08 3 0.46961E+08 -0.14836 -15903. 0.46977E+08 0.46969E+08 12 0.35049E+08 -0.61480E-01 -21308. 0.35070E+08 0.35060E+08 10 0.33205E+08 -0.71247E-01 -16525. 0.33221E+08 0.33213E+08 13 0.41183E+08 -0.13621 -13323. 0.41196E+08 0.41190E+08 15 0.44356E+08 -0.12495 -16837. 0.44373E+08 0.44365E+08 24 0.15615E+08 0.0000 -47828. 0.15663E+08 0.15639E+08 22 0.16541E+08 0.0000 -33172. 0.16574E+08 0.16558E+08 25 0.27815E+08 0.0000 -19727. 0.27835E+08 0.27825E+08 27 0.28762E+08 0.0000 -25966. 0.28788E+08 0.28775E+08 36 0.84635E+06 0.81826E-05 -0.88242E+06 0.17288E+07 0.14973E+07 34 0.32999E+07 -0.29153E-04 -0.16628E+06 0.34662E+07 0.33861E+07 37 0.11164E+08 -0.25836E-02 -49147. 0.11213E+08 0.11189E+08 39 0.93556E+07 -0.10601E-02 -79829. 0.94354E+07 0.93957E+07 48 0.25756E+06 0.29620E-04 -0.28997E+07 0.31572E+07 0.30366E+07 46 0.13167E+07 0.11218E-04 -0.41673E+06 0.17334E+07 0.15671E+07


ANNEXES

262

Max= 0.46961E+08 0.29620E-04 -12638. 0.46977E+08 0.46969E+08 Min= 0.25756E+06 -0.15965 -0.28997E+07 0.17288E+07 0.14973E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 30 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.34263E+08 -0.78306E-01 -16014. 0.34279E+08 0.34271E+08 3 0.36283E+08 -0.68240E-01 -20584. 0.36304E+08 0.36294E+08 12 0.30618E+08 -0.40893E-01 -24393. 0.30642E+08 0.30630E+08 10 0.29406E+08 -0.49405E-01 -18659. 0.29425E+08 0.29415E+08 13 0.32038E+08 -0.63972E-01 -17126. 0.32056E+08 0.32047E+08 15 0.33688E+08 -0.54561E-01 -22169. 0.33711E+08 0.33699E+08 24 0.20016E+08 0.0000 -37312. 0.20053E+08 0.20035E+08 22 0.20316E+08 0.0000 -27008. 0.20343E+08 0.20330E+08 25 0.24037E+08 0.0000 -22827. 0.24060E+08 0.24048E+08 27 0.24355E+08 0.0000 -30664. 0.24386E+08 0.24371E+08 36 0.10707E+08 -0.16307E-02 -69753. 0.10777E+08 0.10742E+08 34 0.12327E+08 -0.35114E-02 -44513. 0.12371E+08 0.12349E+08 37 0.14953E+08 -0.63564E-02 -36695. 0.14990E+08 0.14971E+08 39 0.13764E+08 -0.35774E-02 -54259. 0.13819E+08 0.13792E+08 48 0.81325E+07 -0.67140E-03 -91834. 0.82243E+07 0.81788E+07 46 0.10111E+08 -0.18962E-02 -54268. 0.10165E+08 0.10138E+08 Max= 0.36283E+08 0.0000 -16014. 0.36304E+08 0.36294E+08 Min= 0.81325E+07 -0.78306E-01 -91834. 0.82243E+07 0.81788E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.34263E+08 -0.78306E-01 -16014. 0.34279E+08 0.34271E+08 3 0.36283E+08 -0.68240E-01 -20584. 0.36304E+08 0.36294E+08 12 0.30618E+08 -0.40893E-01 -24393. 0.30642E+08 0.30630E+08 10 0.29406E+08 -0.49405E-01 -18659. 0.29425E+08 0.29415E+08 13 0.32038E+08 -0.63972E-01 -17126. 0.32056E+08 0.32047E+08 15 0.33688E+08 -0.54561E-01 -22169. 0.33711E+08 0.33699E+08 24 0.20016E+08 0.0000 -37312. 0.20053E+08 0.20035E+08 22 0.20316E+08 0.0000 -27008. 0.20343E+08 0.20330E+08 25 0.24037E+08 0.0000 -22827. 0.24060E+08 0.24048E+08 27 0.24355E+08 0.0000 -30664. 0.24386E+08 0.24371E+08 36 0.10707E+08 -0.16307E-02 -69753. 0.10777E+08 0.10742E+08 34 0.12327E+08 -0.35114E-02 -44513. 0.12371E+08 0.12349E+08 37 0.14953E+08 -0.63564E-02 -36695. 0.14990E+08 0.14971E+08 39 0.13764E+08 -0.35774E-02 -54259. 0.13819E+08 0.13792E+08 48 0.81325E+07 -0.67140E-03 -91834. 0.82243E+07 0.81788E+07 46 0.10111E+08 -0.18962E-02 -54268. 0.10165E+08 0.10138E+08 Max= 0.36283E+08 0.0000 -16014. 0.36304E+08 0.36294E+08 Min= 0.81325E+07 -0.78306E-01 -91834. 0.82243E+07 0.81788E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 31 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.25112E+08 -0.30683E-01 -21850. 0.25134E+08 0.25123E+08 3 0.25609E+08 -0.23833E-01 -29163. 0.25638E+08 0.25624E+08 12 0.26187E+08 -0.25498E-01 -28519. 0.26216E+08 0.26202E+08 10 0.25608E+08 -0.32549E-01 -21427. 0.25629E+08 0.25618E+08 13 0.22897E+08 -0.23210E-01 -23964. 0.22921E+08 0.22909E+08 15 0.23025E+08 -0.17267E-01 -32435. 0.23058E+08 0.23042E+08 24 0.24421E+08 0.0000 -30582. 0.24451E+08 0.24436E+08 22 0.24093E+08 0.0000 -22774. 0.24116E+08 0.24105E+08 25 0.20260E+08 0.0000 -27083. 0.20287E+08 0.20274E+08 27 0.19951E+08 0.0000 -37435. 0.19988E+08 0.19969E+08 36 0.21345E+08 -0.13718E-01 -34988. 0.21380E+08 0.21363E+08


ANNEXES

263

34 0.21456E+08 -0.19066E-01 -25573. 0.21482E+08 0.21469E+08 37 0.18746E+08 -0.12660E-01 -29270. 0.18776E+08 0.18761E+08 39 0.18186E+08 -0.84211E-02 -41067. 0.18227E+08 0.18206E+08 48 0.18763E+08 -0.92640E-02 -39804. 0.18803E+08 0.18783E+08 46 0.19242E+08 -0.13704E-01 -28516. 0.19270E+08 0.19256E+08 Max= 0.26187E+08 0.0000 -21427. 0.26216E+08 0.26202E+08 Min= 0.18186E+08 -0.32549E-01 -41067. 0.18227E+08 0.18206E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.25112E+08 -0.30683E-01 -21850. 0.25134E+08 0.25123E+08 3 0.25609E+08 -0.23833E-01 -29163. 0.25638E+08 0.25624E+08 12 0.26187E+08 -0.25498E-01 -28519. 0.26216E+08 0.26202E+08 10 0.25608E+08 -0.32549E-01 -21427. 0.25629E+08 0.25618E+08 13 0.22897E+08 -0.23210E-01 -23964. 0.22921E+08 0.22909E+08 15 0.23025E+08 -0.17267E-01 -32435. 0.23058E+08 0.23042E+08 24 0.24421E+08 0.0000 -30582. 0.24451E+08 0.24436E+08 22 0.24093E+08 0.0000 -22774. 0.24116E+08 0.24105E+08 25 0.20260E+08 0.0000 -27083. 0.20287E+08 0.20274E+08 27 0.19951E+08 0.0000 -37435. 0.19988E+08 0.19969E+08 36 0.21345E+08 -0.13718E-01 -34988. 0.21380E+08 0.21363E+08 34 0.21456E+08 -0.19066E-01 -25573. 0.21482E+08 0.21469E+08 37 0.18746E+08 -0.12660E-01 -29270. 0.18776E+08 0.18761E+08 39 0.18186E+08 -0.84211E-02 -41067. 0.18227E+08 0.18206E+08 48 0.18763E+08 -0.92640E-02 -39804. 0.18803E+08 0.18783E+08 46 0.19242E+08 -0.13704E-01 -28516. 0.19270E+08 0.19256E+08 Max= 0.26187E+08 0.0000 -21427. 0.26216E+08 0.26202E+08 Min= 0.18186E+08 -0.32549E-01 -41067. 0.18227E+08 0.18206E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 32 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.15968E+08 -0.77692E-02 -34362. 0.16002E+08 0.15985E+08 3 0.14947E+08 -0.46148E-02 -49965. 0.14997E+08 0.14972E+08 12 0.21759E+08 -0.14541E-01 -34324. 0.21793E+08 0.21776E+08 10 0.21811E+08 -0.20035E-01 -25157. 0.21836E+08 0.21823E+08 13 0.13764E+08 -0.49315E-02 -39864. 0.13804E+08 0.13784E+08 15 0.12380E+08 -0.25733E-02 -60326. 0.12440E+08 0.12410E+08 24 0.28828E+08 0.0000 -25907. 0.28853E+08 0.28841E+08 22 0.27871E+08 0.0000 -19687. 0.27891E+08 0.27881E+08 25 0.16485E+08 0.0000 -33285. 0.16518E+08 0.16502E+08 27 0.15550E+08 0.0000 -48029. 0.15598E+08 0.15574E+08 36 0.32007E+08 -0.46754E-01 -23334. 0.32030E+08 0.32019E+08 34 0.30597E+08 -0.55687E-01 -17933. 0.30615E+08 0.30606E+08 37 0.22542E+08 -0.22140E-01 -24341. 0.22567E+08 0.22555E+08 39 0.22612E+08 -0.16343E-01 -33028. 0.22645E+08 0.22629E+08 48 0.29431E+08 -0.36295E-01 -25376. 0.29457E+08 0.29444E+08 46 0.28389E+08 -0.44431E-01 -19328. 0.28408E+08 0.28399E+08 Max= 0.32007E+08 0.0000 -17933. 0.32030E+08 0.32019E+08 Min= 0.12380E+08 -0.55687E-01 -60326. 0.12440E+08 0.12410E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.15968E+08 -0.77692E-02 -34362. 0.16002E+08 0.15985E+08 3 0.14947E+08 -0.46148E-02 -49965. 0.14997E+08 0.14972E+08 12 0.21759E+08 -0.14541E-01 -34324. 0.21793E+08 0.21776E+08 10 0.21811E+08 -0.20035E-01 -25157. 0.21836E+08 0.21823E+08 13 0.13764E+08 -0.49315E-02 -39864. 0.13804E+08 0.13784E+08 15 0.12380E+08 -0.25733E-02 -60326. 0.12440E+08 0.12410E+08 24 0.28828E+08 0.0000 -25907. 0.28853E+08 0.28841E+08 22 0.27871E+08 0.0000 -19687. 0.27891E+08 0.27881E+08 25 0.16485E+08 0.0000 -33285. 0.16518E+08 0.16502E+08


ANNEXES

264

27 0.15550E+08 0.0000 -48029. 0.15598E+08 0.15574E+08 36 0.32007E+08 -0.46754E-01 -23334. 0.32030E+08 0.32019E+08 34 0.30597E+08 -0.55687E-01 -17933. 0.30615E+08 0.30606E+08 37 0.22542E+08 -0.22140E-01 -24341. 0.22567E+08 0.22555E+08 39 0.22612E+08 -0.16343E-01 -33028. 0.22645E+08 0.22629E+08 48 0.29431E+08 -0.36295E-01 -25376. 0.29457E+08 0.29444E+08 46 0.28389E+08 -0.44431E-01 -19328. 0.28408E+08 0.28399E+08 Max= 0.32007E+08 0.0000 -17933. 0.32030E+08 0.32019E+08 Min= 0.12380E+08 -0.55687E-01 -60326. 0.12440E+08 0.12410E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 35 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 79726. 0.10412E-01 -0.27908E+08 0.27988E+08 0.27948E+08 3 98834. 0.10116E-01 -0.30642E+08 0.30741E+08 0.30691E+08 12 0.16114E+06 0.23016E-02 -0.18794E+08 0.18955E+08 0.18875E+08 10 0.12539E+06 0.26472E-02 -0.17745E+08 0.17870E+08 0.17808E+08 13 77871. 0.11179E-01 -0.28573E+08 0.28651E+08 0.28612E+08 15 96395. 0.10908E-01 -0.31417E+08 0.31514E+08 0.31466E+08 24 0.87871E+06 0.0000 -0.34465E+07 0.43252E+07 0.39597E+07 22 0.51034E+06 0.0000 -0.43598E+07 0.48701E+07 0.46361E+07 25 0.11502E+06 0.0000 -0.19344E+08 0.19459E+08 0.19402E+08 27 0.14660E+06 0.0000 -0.20657E+08 0.20804E+08 0.20731E+08 36 0.85946E+07 -0.11771E-03 -0.35237E+06 0.89469E+07 0.87760E+07 34 0.57998E+07 -0.21970E-04 -0.38363E+06 0.61835E+07 0.60009E+07 37 0.38100E+06 0.83572E-04 -0.58399E+07 0.62209E+07 0.60394E+07 39 0.60021E+06 0.37875E-04 -0.50457E+07 0.56459E+07 0.53710E+07 48 0.78502E+07 -0.73569E-04 -0.38578E+06 0.82360E+07 0.80500E+07 46 0.51792E+07 -0.27554E-05 -0.42960E+06 0.56088E+07 0.54068E+07 Max= 0.85946E+07 0.11179E-01 -0.35237E+06 0.31514E+08 0.31466E+08 Min= 77871. -0.11771E-03 -0.31417E+08 0.43252E+07 0.39597E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 79726. 0.10412E-01 -0.27908E+08 0.27988E+08 0.27948E+08 3 98834. 0.10116E-01 -0.30642E+08 0.30741E+08 0.30691E+08 12 0.16114E+06 0.23016E-02 -0.18794E+08 0.18955E+08 0.18875E+08 10 0.12539E+06 0.26472E-02 -0.17745E+08 0.17870E+08 0.17808E+08 13 77871. 0.11179E-01 -0.28573E+08 0.28651E+08 0.28612E+08 15 96395. 0.10908E-01 -0.31417E+08 0.31514E+08 0.31466E+08 24 0.87871E+06 0.0000 -0.34465E+07 0.43252E+07 0.39597E+07 22 0.51034E+06 0.0000 -0.43598E+07 0.48701E+07 0.46361E+07 25 0.11502E+06 0.0000 -0.19344E+08 0.19459E+08 0.19402E+08 27 0.14660E+06 0.0000 -0.20657E+08 0.20804E+08 0.20731E+08 36 0.85946E+07 -0.11771E-03 -0.35237E+06 0.89469E+07 0.87760E+07 34 0.57998E+07 -0.21970E-04 -0.38363E+06 0.61835E+07 0.60009E+07 37 0.38100E+06 0.83572E-04 -0.58399E+07 0.62209E+07 0.60394E+07 39 0.60021E+06 0.37875E-04 -0.50457E+07 0.56459E+07 0.53710E+07 48 0.78502E+07 -0.73569E-04 -0.38578E+06 0.82360E+07 0.80500E+07 46 0.51792E+07 -0.27554E-05 -0.42960E+06 0.56088E+07 0.54068E+07 Max= 0.85946E+07 0.11179E-01 -0.35237E+06 0.31514E+08 0.31466E+08 Min= 77871. -0.11771E-03 -0.31417E+08 0.43252E+07 0.39597E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 36 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.10284E+06 0.48277E-02 -0.21636E+08 0.21739E+08 0.21688E+08 3 0.12981E+06 0.44367E-02 -0.23329E+08 0.23459E+08 0.23394E+08 12 0.19438E+06 0.12982E-02 -0.15580E+08 0.15774E+08 0.15678E+08


ANNEXES

265

10 0.14848E+06 0.15824E-02 -0.14985E+08 0.15133E+08 0.15059E+08 13 98996. 0.54165E-02 -0.22475E+08 0.22574E+08 0.22525E+08 15 0.12459E+06 0.50242E-02 -0.24307E+08 0.24432E+08 0.24370E+08 24 0.51878E+06 0.0000 -0.58377E+07 0.63565E+07 0.61136E+07 22 0.33983E+06 0.0000 -0.65474E+07 0.68872E+07 0.67237E+07 25 0.13087E+06 0.0000 -0.17002E+08 0.17133E+08 0.17068E+08 27 0.16892E+06 0.0000 -0.17929E+08 0.18098E+08 0.18014E+08 36 0.23777E+07 0.22473E-04 -0.12737E+07 0.36514E+07 0.32100E+07 34 0.11813E+07 0.11602E-04 -0.18835E+07 0.30648E+07 0.26773E+07 37 0.26164E+06 0.27516E-03 -0.85041E+07 0.87657E+07 0.86379E+07 39 0.37535E+06 0.16714E-03 -0.80683E+07 0.84436E+07 0.82624E+07 48 0.18016E+07 0.17418E-04 -0.16809E+07 0.34826E+07 0.30166E+07 46 0.90729E+06 0.10670E-04 -0.24523E+07 0.33596E+07 0.30103E+07 Max= 0.23777E+07 0.54165E-02 -0.12737E+07 0.24432E+08 0.24370E+08 Min= 98996. 0.0000 -0.24307E+08 0.30648E+07 0.26773E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.10284E+06 0.48277E-02 -0.21636E+08 0.21739E+08 0.21688E+08 3 0.12981E+06 0.44367E-02 -0.23329E+08 0.23459E+08 0.23394E+08 12 0.19438E+06 0.12982E-02 -0.15580E+08 0.15774E+08 0.15678E+08 10 0.14848E+06 0.15824E-02 -0.14985E+08 0.15133E+08 0.15059E+08 13 98996. 0.54165E-02 -0.22475E+08 0.22574E+08 0.22525E+08 15 0.12459E+06 0.50242E-02 -0.24307E+08 0.24432E+08 0.24370E+08 24 0.51878E+06 0.0000 -0.58377E+07 0.63565E+07 0.61136E+07 22 0.33983E+06 0.0000 -0.65474E+07 0.68872E+07 0.67237E+07 25 0.13087E+06 0.0000 -0.17002E+08 0.17133E+08 0.17068E+08 27 0.16892E+06 0.0000 -0.17929E+08 0.18098E+08 0.18014E+08 36 0.23777E+07 0.22473E-04 -0.12737E+07 0.36514E+07 0.32100E+07 34 0.11813E+07 0.11602E-04 -0.18835E+07 0.30648E+07 0.26773E+07 37 0.26164E+06 0.27516E-03 -0.85041E+07 0.87657E+07 0.86379E+07 39 0.37535E+06 0.16714E-03 -0.80683E+07 0.84436E+07 0.82624E+07 48 0.18016E+07 0.17418E-04 -0.16809E+07 0.34826E+07 0.30166E+07 46 0.90729E+06 0.10670E-04 -0.24523E+07 0.33596E+07 0.30103E+07 Max= 0.23777E+07 0.54165E-02 -0.12737E+07 0.24432E+08 0.24370E+08 Min= 98996. 0.0000 -0.24307E+08 0.30648E+07 0.26773E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 37 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.14463E+06 0.17143E-02 -0.15384E+08 0.15528E+08 0.15456E+08 3 0.18876E+06 0.14203E-02 -0.16044E+08 0.16233E+08 0.16140E+08 12 0.24457E+06 0.64018E-03 -0.12383E+08 0.12627E+08 0.12507E+08 10 0.18186E+06 0.85051E-03 -0.12235E+08 0.12416E+08 0.12326E+08 13 0.13572E+06 0.20808E-02 -0.16394E+08 0.16530E+08 0.16462E+08 15 0.17586E+06 0.17630E-02 -0.17220E+08 0.17396E+08 0.17309E+08 24 0.35928E+06 0.0000 -0.84293E+07 0.87886E+07 0.86146E+07 22 0.25232E+06 0.0000 -0.88180E+07 0.90703E+07 0.89468E+07 25 0.15172E+06 0.0000 -0.14665E+08 0.14816E+08 0.14741E+08 27 0.19914E+06 0.0000 -0.15208E+08 0.15407E+08 0.15308E+08 36 0.46592E+06 0.83892E-04 -0.65000E+07 0.69659E+07 0.67450E+07 34 0.31195E+06 0.15801E-03 -0.71325E+07 0.74444E+07 0.72935E+07 37 0.19823E+06 0.65223E-03 -0.11224E+08 0.11422E+08 0.11325E+08 39 0.27014E+06 0.47017E-03 -0.11211E+08 0.11481E+08 0.11348E+08 48 0.39741E+06 0.13938E-03 -0.76204E+07 0.80178E+07 0.78267E+07 46 0.27422E+06 0.23742E-03 -0.81139E+07 0.83881E+07 0.82544E+07 Max= 0.46592E+06 0.20808E-02 -0.65000E+07 0.17396E+08 0.17309E+08 Min= 0.13572E+06 0.0000 -0.17220E+08 0.69659E+07 0.67450E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.14463E+06 0.17143E-02 -0.15384E+08 0.15528E+08 0.15456E+08


ANNEXES

266

3 0.18876E+06 0.14203E-02 -0.16044E+08 0.16233E+08 0.16140E+08 12 0.24457E+06 0.64018E-03 -0.12383E+08 0.12627E+08 0.12507E+08 10 0.18186E+06 0.85051E-03 -0.12235E+08 0.12416E+08 0.12326E+08 13 0.13572E+06 0.20808E-02 -0.16394E+08 0.16530E+08 0.16462E+08 15 0.17586E+06 0.17630E-02 -0.17220E+08 0.17396E+08 0.17309E+08 24 0.35928E+06 0.0000 -0.84293E+07 0.87886E+07 0.86146E+07 22 0.25232E+06 0.0000 -0.88180E+07 0.90703E+07 0.89468E+07 25 0.15172E+06 0.0000 -0.14665E+08 0.14816E+08 0.14741E+08 27 0.19914E+06 0.0000 -0.15208E+08 0.15407E+08 0.15308E+08 36 0.46592E+06 0.83892E-04 -0.65000E+07 0.69659E+07 0.67450E+07 34 0.31195E+06 0.15801E-03 -0.71325E+07 0.74444E+07 0.72935E+07 37 0.19823E+06 0.65223E-03 -0.11224E+08 0.11422E+08 0.11325E+08 39 0.27014E+06 0.47017E-03 -0.11211E+08 0.11481E+08 0.11348E+08 48 0.39741E+06 0.13938E-03 -0.76204E+07 0.80178E+07 0.78267E+07 46 0.27422E+06 0.23742E-03 -0.81139E+07 0.83881E+07 0.82544E+07 Max= 0.46592E+06 0.20808E-02 -0.65000E+07 0.17396E+08 0.17309E+08 Min= 0.13572E+06 0.0000 -0.17220E+08 0.69659E+07 0.67450E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 38 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.24220E+06 0.35032E-03 -0.91866E+07 0.94288E+07 0.93100E+07 3 0.34205E+06 0.22435E-03 -0.88539E+07 0.91960E+07 0.90298E+07 12 0.32849E+06 0.25487E-03 -0.92193E+07 0.95478E+07 0.93878E+07 10 0.23413E+06 0.38936E-03 -0.95033E+07 0.97374E+07 0.96225E+07 13 0.21488E+06 0.50828E-03 -0.10355E+08 0.10569E+08 0.10464E+08 15 0.29681E+06 0.35046E-03 -0.10203E+08 0.10500E+08 0.10355E+08 24 0.27298E+06 0.0000 -0.11094E+08 0.11367E+08 0.11233E+08 22 0.20002E+06 0.0000 -0.11124E+08 0.11324E+08 0.11225E+08 25 0.18038E+06 0.0000 -0.12335E+08 0.12516E+08 0.12426E+08 27 0.24228E+06 0.0000 -0.12500E+08 0.12742E+08 0.12623E+08 36 0.22603E+06 0.81663E-03 -0.13398E+08 0.13624E+08 0.13513E+08 34 0.16973E+06 0.10512E-02 -0.13109E+08 0.13278E+08 0.13194E+08 37 0.15928E+06 0.12770E-02 -0.13969E+08 0.14128E+08 0.14049E+08 39 0.21034E+06 0.10191E-02 -0.14398E+08 0.14609E+08 0.14504E+08 48 0.20502E+06 0.11025E-02 -0.14772E+08 0.14977E+08 0.14875E+08 46 0.15570E+06 0.13688E-02 -0.14290E+08 0.14446E+08 0.14368E+08 Max= 0.34205E+06 0.13688E-02 -0.88539E+07 0.14977E+08 0.14875E+08 Min= 0.15570E+06 0.0000 -0.14772E+08 0.91960E+07 0.90298E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.24220E+06 0.35032E-03 -0.91866E+07 0.94288E+07 0.93100E+07 3 0.34205E+06 0.22435E-03 -0.88539E+07 0.91960E+07 0.90298E+07 12 0.32849E+06 0.25487E-03 -0.92193E+07 0.95478E+07 0.93878E+07 10 0.23413E+06 0.38936E-03 -0.95033E+07 0.97374E+07 0.96225E+07 13 0.21488E+06 0.50828E-03 -0.10355E+08 0.10569E+08 0.10464E+08 15 0.29681E+06 0.35046E-03 -0.10203E+08 0.10500E+08 0.10355E+08 24 0.27298E+06 0.0000 -0.11094E+08 0.11367E+08 0.11233E+08 22 0.20002E+06 0.0000 -0.11124E+08 0.11324E+08 0.11225E+08 25 0.18038E+06 0.0000 -0.12335E+08 0.12516E+08 0.12426E+08 27 0.24228E+06 0.0000 -0.12500E+08 0.12742E+08 0.12623E+08 36 0.22603E+06 0.81663E-03 -0.13398E+08 0.13624E+08 0.13513E+08 34 0.16973E+06 0.10512E-02 -0.13109E+08 0.13278E+08 0.13194E+08 37 0.15928E+06 0.12770E-02 -0.13969E+08 0.14128E+08 0.14049E+08 39 0.21034E+06 0.10191E-02 -0.14398E+08 0.14609E+08 0.14504E+08 48 0.20502E+06 0.11025E-02 -0.14772E+08 0.14977E+08 0.14875E+08 46 0.15570E+06 0.13688E-02 -0.14290E+08 0.14446E+08 0.14368E+08 Max= 0.34205E+06 0.13688E-02 -0.88539E+07 0.14977E+08 0.14875E+08 Min= 0.15570E+06 0.0000 -0.14772E+08 0.91960E+07 0.90298E+07 STRESSES AT BEAM SECTION NODAL POINTS


ANNEXES

267

ELEMENT = 39 SECTION ID = 5 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.12239E+06 0.10888E-02 -0.11298E+08 0.11420E+08 0.11360E+08 3 0.15094E+06 0.10249E-02 -0.12197E+08 0.12348E+08 0.12273E+08 12 0.14101E+06 0.12618E-02 -0.13055E+08 0.13196E+08 0.13126E+08 10 0.11482E+06 0.13230E-02 -0.12043E+08 0.12158E+08 0.12101E+08 13 0.18944E+06 0.28303E-03 -0.72993E+07 0.74887E+07 0.73958E+07 15 0.24233E+06 0.23649E-03 -0.75969E+07 0.78392E+07 0.77209E+07 24 0.19094E+06 0.0000 -0.96413E+07 0.98322E+07 0.97382E+07 22 0.15231E+06 0.0000 -0.90785E+07 0.92308E+07 0.91556E+07 25 0.52444E+06 0.0000 -0.26366E+07 0.31610E+07 0.29342E+07 27 0.77806E+06 0.0000 -0.23661E+07 0.31441E+07 0.28363E+07 36 0.44580E+06 0.34264E-04 -0.41296E+07 0.45754E+07 0.43696E+07 34 0.32508E+06 0.51177E-04 -0.42536E+07 0.45787E+07 0.44251E+07 37 0.17021E+07 0.15868E-04 -0.81237E+06 0.25145E+07 0.22226E+07 39 0.25873E+07 0.20952E-04 -0.71154E+06 0.32988E+07 0.30069E+07 48 0.19512E+07 0.18223E-04 -0.94352E+06 0.28947E+07 0.25570E+07 46 0.12466E+07 0.12051E-04 -0.11092E+07 0.23558E+07 0.20414E+07 Max= 0.25873E+07 0.13230E-02 -0.71154E+06 0.13196E+08 0.13126E+08 Min= 0.11482E+06 0.0000 -0.13055E+08 0.23558E+07 0.20414E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.12239E+06 0.10888E-02 -0.11298E+08 0.11420E+08 0.11360E+08 3 0.15094E+06 0.10249E-02 -0.12197E+08 0.12348E+08 0.12273E+08 12 0.14101E+06 0.12618E-02 -0.13055E+08 0.13196E+08 0.13126E+08 10 0.11482E+06 0.13230E-02 -0.12043E+08 0.12158E+08 0.12101E+08 13 0.18944E+06 0.28303E-03 -0.72993E+07 0.74887E+07 0.73958E+07 15 0.24233E+06 0.23649E-03 -0.75969E+07 0.78392E+07 0.77209E+07 24 0.19094E+06 0.0000 -0.96413E+07 0.98322E+07 0.97382E+07 22 0.15231E+06 0.0000 -0.90785E+07 0.92308E+07 0.91556E+07 25 0.52444E+06 0.0000 -0.26366E+07 0.31610E+07 0.29342E+07 27 0.77806E+06 0.0000 -0.23661E+07 0.31441E+07 0.28363E+07 36 0.44580E+06 0.34264E-04 -0.41296E+07 0.45754E+07 0.43696E+07 34 0.32508E+06 0.51177E-04 -0.42536E+07 0.45787E+07 0.44251E+07 37 0.17021E+07 0.15868E-04 -0.81237E+06 0.25145E+07 0.22226E+07 39 0.25873E+07 0.20952E-04 -0.71154E+06 0.32988E+07 0.30069E+07 48 0.19512E+07 0.18223E-04 -0.94352E+06 0.28947E+07 0.25570E+07 46 0.12466E+07 0.12051E-04 -0.11092E+07 0.23558E+07 0.20414E+07 Max= 0.25873E+07 0.13230E-02 -0.71154E+06 0.13196E+08 0.13126E+08 Min= 0.11482E+06 0.0000 -0.13055E+08 0.23558E+07 0.20414E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 40 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 21583. 0.88488E-02 -0.13364E+08 0.13385E+08 0.13374E+08 3 29167. 0.74264E-02 -0.14240E+08 0.14269E+08 0.14255E+08 12 15589. 0.48825E-01 -0.26642E+08 0.26658E+08 0.26650E+08 10 12170. 0.49507E-01 -0.23700E+08 0.23713E+08 0.23707E+08 13 0.35688E+06 0.38177E-05 -0.80818E+06 0.11651E+07 0.10339E+07 15 0.15296E+07 0.94305E-05 -0.27153E+06 0.18012E+07 0.16819E+07 24 14457. 0.0000 -0.28730E+08 0.28744E+08 0.28737E+08 22 11337. 0.0000 -0.25441E+08 0.25452E+08 0.25446E+08 25 0.74714E+07 0.0000 -38604. 0.75100E+07 0.74908E+07 27 0.10758E+08 0.0000 -38608. 0.10796E+08 0.10777E+08 36 21547. 0.18466E-01 -0.19276E+08 0.19298E+08 0.19287E+08 34 16424. 0.20118E-01 -0.17561E+08 0.17578E+08 0.17570E+08 37 0.57421E+07 -0.63292E-03 -50230. 0.57924E+07 0.57674E+07 39 0.86778E+07 -0.15809E-02 -47862. 0.87257E+07 0.87019E+07 48 0.10671E+06 0.14239E-03 -0.38922E+07 0.39989E+07 0.39466E+07 46 61166. 0.37744E-03 -0.47154E+07 0.47766E+07 0.47463E+07


ANNEXES

268

Max= 0.10758E+08 0.49507E-01 -38604. 0.28744E+08 0.28737E+08 Min= 11337. -0.15809E-02 -0.28730E+08 0.11651E+07 0.10339E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 21583. 0.88488E-02 -0.13364E+08 0.13385E+08 0.13374E+08 3 29167. 0.74264E-02 -0.14240E+08 0.14269E+08 0.14255E+08 12 15589. 0.48825E-01 -0.26642E+08 0.26658E+08 0.26650E+08 10 12170. 0.49507E-01 -0.23700E+08 0.23713E+08 0.23707E+08 13 0.35688E+06 0.38177E-05 -0.80818E+06 0.11651E+07 0.10339E+07 15 0.15296E+07 0.94305E-05 -0.27153E+06 0.18012E+07 0.16819E+07 24 14457. 0.0000 -0.28730E+08 0.28744E+08 0.28737E+08 22 11337. 0.0000 -0.25441E+08 0.25452E+08 0.25446E+08 25 0.74714E+07 0.0000 -38604. 0.75100E+07 0.74908E+07 27 0.10758E+08 0.0000 -38608. 0.10796E+08 0.10777E+08 36 21547. 0.18466E-01 -0.19276E+08 0.19298E+08 0.19287E+08 34 16424. 0.20118E-01 -0.17561E+08 0.17578E+08 0.17570E+08 37 0.57421E+07 -0.63292E-03 -50230. 0.57924E+07 0.57674E+07 39 0.86778E+07 -0.15809E-02 -47862. 0.87257E+07 0.87019E+07 48 0.10671E+06 0.14239E-03 -0.38922E+07 0.39989E+07 0.39466E+07 46 61166. 0.37744E-03 -0.47154E+07 0.47766E+07 0.47463E+07 Max= 0.10758E+08 0.49507E-01 -38604. 0.28744E+08 0.28737E+08 Min= 11337. -0.15809E-02 -0.28730E+08 0.11651E+07 0.10339E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 41 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 29091. 0.35718E-02 -0.98749E+07 0.99040E+07 0.98894E+07 3 41135. 0.26118E-02 -0.10056E+08 0.10098E+08 0.10077E+08 12 25158. 0.11496E-01 -0.16443E+08 0.16468E+08 0.16456E+08 10 18899. 0.13087E-01 -0.15200E+08 0.15219E+08 0.15210E+08 13 70340. 0.24362E-03 -0.40841E+07 0.41544E+07 0.41197E+07 15 0.13140E+06 0.73377E-04 -0.31482E+07 0.32796E+07 0.32160E+07 24 22365. 0.0000 -0.18497E+08 0.18519E+08 0.18508E+08 22 16987. 0.0000 -0.16912E+08 0.16929E+08 0.16920E+08 25 0.21775E+06 0.0000 -0.13193E+07 0.15370E+07 0.14406E+07 27 0.92502E+06 0.0000 -0.44721E+06 0.13722E+07 0.12122E+07 36 27565. 0.87321E-02 -0.15007E+08 0.15035E+08 0.15021E+08 34 20515. 0.10226E-01 -0.14003E+08 0.14024E+08 0.14013E+08 37 98595. 0.85144E-04 -0.29137E+07 0.30123E+07 0.29642E+07 39 0.22889E+06 0.12740E-04 -0.18073E+07 0.20362E+07 0.19320E+07 48 51500. 0.13229E-02 -0.80326E+07 0.80841E+07 0.80584E+07 46 35095. 0.20273E-02 -0.81857E+07 0.82208E+07 0.82033E+07 Max= 0.92502E+06 0.13087E-01 -0.44721E+06 0.18519E+08 0.18508E+08 Min= 16987. 0.0000 -0.18497E+08 0.13722E+07 0.12122E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 29091. 0.35718E-02 -0.98749E+07 0.99040E+07 0.98894E+07 3 41135. 0.26118E-02 -0.10056E+08 0.10098E+08 0.10077E+08 12 25158. 0.11496E-01 -0.16443E+08 0.16468E+08 0.16456E+08 10 18899. 0.13087E-01 -0.15200E+08 0.15219E+08 0.15210E+08 13 70340. 0.24362E-03 -0.40841E+07 0.41544E+07 0.41197E+07 15 0.13140E+06 0.73377E-04 -0.31482E+07 0.32796E+07 0.32160E+07 24 22365. 0.0000 -0.18497E+08 0.18519E+08 0.18508E+08 22 16987. 0.0000 -0.16912E+08 0.16929E+08 0.16920E+08 25 0.21775E+06 0.0000 -0.13193E+07 0.15370E+07 0.14406E+07 27 0.92502E+06 0.0000 -0.44721E+06 0.13722E+07 0.12122E+07 36 27565. 0.87321E-02 -0.15007E+08 0.15035E+08 0.15021E+08 34 20515. 0.10226E-01 -0.14003E+08 0.14024E+08 0.14013E+08 37 98595. 0.85144E-04 -0.29137E+07 0.30123E+07 0.29642E+07 39 0.22889E+06 0.12740E-04 -0.18073E+07 0.20362E+07 0.19320E+07 48 51500. 0.13229E-02 -0.80326E+07 0.80841E+07 0.80584E+07


ANNEXES

269

46 35095. 0.20273E-02 -0.81857E+07 0.82208E+07 0.82033E+07 Max= 0.92502E+06 0.13087E-01 -0.44721E+06 0.18519E+08 0.18508E+08 Min= 16987. 0.0000 -0.18497E+08 0.13722E+07 0.12122E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 42 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 50480. 0.67308E-03 -0.56908E+07 0.57413E+07 0.57162E+07 3 81905. 0.32076E-03 -0.50507E+07 0.51326E+07 0.50921E+07 12 99178. 0.17742E-03 -0.41710E+07 0.42702E+07 0.42215E+07 10 58024. 0.44000E-03 -0.49509E+07 0.50090E+07 0.49802E+07 13 34244. 0.21833E-02 -0.83890E+07 0.84232E+07 0.84061E+07 15 49985. 0.14482E-02 -0.82760E+07 0.83260E+07 0.83011E+07 24 67503. 0.0000 -0.61282E+07 0.61957E+07 0.61623E+07 22 43567. 0.0000 -0.65939E+07 0.66375E+07 0.66158E+07 25 25043. 0.0000 -0.11471E+08 0.11496E+08 0.11484E+08 27 34559. 0.0000 -0.11970E+08 0.12005E+08 0.11987E+08 36 42158. 0.24250E-02 -0.98125E+07 0.98547E+07 0.98336E+07 34 29704. 0.33544E-02 -0.96713E+07 0.97010E+07 0.96862E+07 37 21887. 0.84163E-02 -0.13125E+08 0.13147E+08 0.13136E+08 39 29645. 0.70146E-02 -0.13954E+08 0.13984E+08 0.13969E+08 48 31677. 0.57452E-02 -0.13059E+08 0.13091E+08 0.13075E+08 46 23206. 0.70571E-02 -0.12379E+08 0.12402E+08 0.12391E+08 Max= 99178. 0.84163E-02 -0.41710E+07 0.13984E+08 0.13969E+08 Min= 21887. 0.0000 -0.13954E+08 0.42702E+07 0.42215E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 50480. 0.67308E-03 -0.56908E+07 0.57413E+07 0.57162E+07 3 81905. 0.32076E-03 -0.50507E+07 0.51326E+07 0.50921E+07 12 99178. 0.17742E-03 -0.41710E+07 0.42702E+07 0.42215E+07 10 58024. 0.44000E-03 -0.49509E+07 0.50090E+07 0.49802E+07 13 34244. 0.21833E-02 -0.83890E+07 0.84232E+07 0.84061E+07 15 49985. 0.14482E-02 -0.82760E+07 0.83260E+07 0.83011E+07 24 67503. 0.0000 -0.61282E+07 0.61957E+07 0.61623E+07 22 43567. 0.0000 -0.65939E+07 0.66375E+07 0.66158E+07 25 25043. 0.0000 -0.11471E+08 0.11496E+08 0.11484E+08 27 34559. 0.0000 -0.11970E+08 0.12005E+08 0.11987E+08 36 42158. 0.24250E-02 -0.98125E+07 0.98547E+07 0.98336E+07 34 29704. 0.33544E-02 -0.96713E+07 0.97010E+07 0.96862E+07 37 21887. 0.84163E-02 -0.13125E+08 0.13147E+08 0.13136E+08 39 29645. 0.70146E-02 -0.13954E+08 0.13984E+08 0.13969E+08 48 31677. 0.57452E-02 -0.13059E+08 0.13091E+08 0.13075E+08 46 23206. 0.70571E-02 -0.12379E+08 0.12402E+08 0.12391E+08 Max= 99178. 0.84163E-02 -0.41710E+07 0.13984E+08 0.13969E+08 Min= 21887. 0.0000 -0.13954E+08 0.42702E+07 0.42215E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 43 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.17810E+06 0.13072E-04 -0.16130E+07 0.17911E+07 0.17090E+07 3 0.68325E+06 0.66049E-05 -0.60545E+06 0.12887E+07 0.11167E+07 12 0.83239E+07 -0.13928E-02 -49697. 0.83736E+07 0.83489E+07 10 0.54482E+07 -0.53620E-03 -52728. 0.55009E+07 0.54747E+07 13 22587. 0.76550E-02 -0.12718E+08 0.12741E+08 0.12730E+08 15 30720. 0.63010E-02 -0.13466E+08 0.13497E+08 0.13481E+08 24 0.64172E+07 0.0000 -64464. 0.64816E+07 0.64496E+07 22 0.38684E+07 0.0000 -74261. 0.39427E+07 0.39061E+07 25 13175. 0.0000 -0.21804E+08 0.21817E+08 0.21810E+08


ANNEXES

270

27 16978. 0.0000 -0.24366E+08 0.24383E+08 0.24375E+08 36 88960. 0.24857E-03 -0.46501E+07 0.47391E+07 0.46952E+07 34 53652. 0.55895E-03 -0.53543E+07 0.54080E+07 0.53814E+07 37 12274. 0.47862E-01 -0.23404E+08 0.23416E+08 0.23410E+08 39 15737. 0.47084E-01 -0.26286E+08 0.26302E+08 0.26294E+08 48 22859. 0.15336E-01 -0.18097E+08 0.18120E+08 0.18108E+08 46 17328. 0.16989E-01 -0.16579E+08 0.16596E+08 0.16587E+08 Max= 0.83239E+07 0.47862E-01 -49697. 0.26302E+08 0.26294E+08 Min= 12274. -0.13928E-02 -0.26286E+08 0.12887E+07 0.11167E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.17810E+06 0.13072E-04 -0.16130E+07 0.17911E+07 0.17090E+07 3 0.68325E+06 0.66049E-05 -0.60545E+06 0.12887E+07 0.11167E+07 12 0.83239E+07 -0.13928E-02 -49697. 0.83736E+07 0.83489E+07 10 0.54482E+07 -0.53620E-03 -52728. 0.55009E+07 0.54747E+07 13 22587. 0.76550E-02 -0.12718E+08 0.12741E+08 0.12730E+08 15 30720. 0.63010E-02 -0.13466E+08 0.13497E+08 0.13481E+08 24 0.64172E+07 0.0000 -64464. 0.64816E+07 0.64496E+07 22 0.38684E+07 0.0000 -74261. 0.39427E+07 0.39061E+07 25 13175. 0.0000 -0.21804E+08 0.21817E+08 0.21810E+08 27 16978. 0.0000 -0.24366E+08 0.24383E+08 0.24375E+08 36 88960. 0.24857E-03 -0.46501E+07 0.47391E+07 0.46952E+07 34 53652. 0.55895E-03 -0.53543E+07 0.54080E+07 0.53814E+07 37 12274. 0.47862E-01 -0.23404E+08 0.23416E+08 0.23410E+08 39 15737. 0.47084E-01 -0.26286E+08 0.26302E+08 0.26294E+08 48 22859. 0.15336E-01 -0.18097E+08 0.18120E+08 0.18108E+08 46 17328. 0.16989E-01 -0.16579E+08 0.16596E+08 0.16587E+08 Max= 0.83239E+07 0.47862E-01 -49697. 0.26302E+08 0.26294E+08 Min= 12274. -0.13928E-02 -0.26286E+08 0.12887E+07 0.11167E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 44 SECTION ID = 5 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.23122E+07 -0.18738E-01 -305.99 0.23125E+07 0.23124E+07 3 0.34593E+07 -0.47166E-01 -272.27 0.34596E+07 0.34595E+07 12 0.38454E+07 -0.64801E-01 -244.91 0.38456E+07 0.38455E+07 10 0.26468E+07 -0.28117E-01 -267.30 0.26471E+07 0.26469E+07 13 295.94 0.20737E-01 -0.23907E+07 0.23910E+07 0.23909E+07 15 478.85 0.86748E-02 -0.19672E+07 0.19677E+07 0.19675E+07 24 909.66 0.0000 -0.10356E+07 0.10365E+07 0.10360E+07 22 446.95 0.0000 -0.15831E+07 0.15835E+07 0.15833E+07 25 81.273 0.0000 -0.87060E+07 0.87061E+07 0.87061E+07 27 101.80 0.0000 -0.92540E+07 0.92541E+07 0.92541E+07 36 112.54 0.66097 -0.83220E+07 0.83221E+07 0.83220E+07 34 88.831 0.75426 -0.78983E+07 0.78984E+07 0.78983E+07 37 51.190 3.5107 -0.12935E+08 0.12935E+08 0.12935E+08 39 63.259 3.3918 -0.14134E+08 0.14134E+08 0.14134E+08 48 65.420 3.1030 -0.13748E+08 0.13748E+08 0.13748E+08 46 52.932 3.2218 -0.12601E+08 0.12601E+08 0.12601E+08 Max= 0.38454E+07 3.5107 -244.91 0.14134E+08 0.14134E+08 Min= 51.190 -0.64801E-01 -0.14134E+08 0.10365E+07 0.10360E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.23122E+07 -0.18738E-01 -305.99 0.23125E+07 0.23124E+07 3 0.34593E+07 -0.47166E-01 -272.27 0.34596E+07 0.34595E+07 12 0.38454E+07 -0.64801E-01 -244.91 0.38456E+07 0.38455E+07 10 0.26468E+07 -0.28117E-01 -267.30 0.26471E+07 0.26469E+07 13 295.94 0.20737E-01 -0.23907E+07 0.23910E+07 0.23909E+07 15 478.85 0.86748E-02 -0.19672E+07 0.19677E+07 0.19675E+07 24 909.66 0.0000 -0.10356E+07 0.10365E+07 0.10360E+07


ANNEXES

271

22 446.95 0.0000 -0.15831E+07 0.15835E+07 0.15833E+07 25 81.273 0.0000 -0.87060E+07 0.87061E+07 0.87061E+07 27 101.80 0.0000 -0.92540E+07 0.92541E+07 0.92541E+07 36 112.54 0.66097 -0.83220E+07 0.83221E+07 0.83220E+07 34 88.831 0.75426 -0.78983E+07 0.78984E+07 0.78983E+07 37 51.190 3.5107 -0.12935E+08 0.12935E+08 0.12935E+08 39 63.259 3.3918 -0.14134E+08 0.14134E+08 0.14134E+08 48 65.420 3.1030 -0.13748E+08 0.13748E+08 0.13748E+08 46 52.932 3.2218 -0.12601E+08 0.12601E+08 0.12601E+08 Max= 0.38454E+07 3.5107 -244.91 0.14134E+08 0.14134E+08 Min= 51.190 -0.64801E-01 -0.14134E+08 0.10365E+07 0.10360E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 45 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.37409E+07 0.14625E-04 -0.47757E+06 0.42185E+07 0.40011E+07 3 0.52444E+07 0.47812E-05 -0.49056E+06 0.57349E+07 0.55061E+07 12 0.14462E+08 -0.10812E-02 -0.17789E+06 0.14640E+08 0.14552E+08 10 0.11362E+08 -0.73926E-03 -0.15724E+06 0.11520E+08 0.11442E+08 13 0.19341E+06 0.44919E-03 -0.92372E+07 0.94306E+07 0.93354E+07 15 0.25062E+06 0.42464E-03 -0.10265E+08 0.10516E+08 0.10393E+08 24 0.13188E+08 0.0000 -0.19508E+06 0.13383E+08 0.13287E+08 22 0.10303E+08 0.0000 -0.17341E+06 0.10476E+08 0.10390E+08 25 96037. 0.0000 -0.18603E+08 0.18699E+08 0.18651E+08 27 0.11971E+06 0.0000 -0.21490E+08 0.21610E+08 0.21550E+08 36 0.26192E+07 0.23371E-04 -0.98224E+06 0.36014E+07 0.32245E+07 34 0.17105E+07 0.16345E-04 -0.10445E+07 0.27550E+07 0.24090E+07 37 90810. 0.45217E-02 -0.19674E+08 0.19764E+08 0.19719E+08 39 0.11296E+06 0.48668E-02 -0.22775E+08 0.22888E+08 0.22831E+08 48 0.19308E+06 0.95115E-03 -0.13325E+08 0.13518E+08 0.13422E+08 46 0.15150E+06 0.95336E-03 -0.11793E+08 0.11944E+08 0.11869E+08 Max= 0.14462E+08 0.48668E-02 -0.15724E+06 0.22888E+08 0.22831E+08 Min= 90810. -0.10812E-02 -0.22775E+08 0.27550E+07 0.24090E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.37409E+07 0.14625E-04 -0.47757E+06 0.42185E+07 0.40011E+07 3 0.52444E+07 0.47812E-05 -0.49056E+06 0.57349E+07 0.55061E+07 12 0.14462E+08 -0.10812E-02 -0.17789E+06 0.14640E+08 0.14552E+08 10 0.11362E+08 -0.73926E-03 -0.15724E+06 0.11520E+08 0.11442E+08 13 0.19341E+06 0.44919E-03 -0.92372E+07 0.94306E+07 0.93354E+07 15 0.25062E+06 0.42464E-03 -0.10265E+08 0.10516E+08 0.10393E+08 24 0.13188E+08 0.0000 -0.19508E+06 0.13383E+08 0.13287E+08 22 0.10303E+08 0.0000 -0.17341E+06 0.10476E+08 0.10390E+08 25 96037. 0.0000 -0.18603E+08 0.18699E+08 0.18651E+08 27 0.11971E+06 0.0000 -0.21490E+08 0.21610E+08 0.21550E+08 36 0.26192E+07 0.23371E-04 -0.98224E+06 0.36014E+07 0.32245E+07 34 0.17105E+07 0.16345E-04 -0.10445E+07 0.27550E+07 0.24090E+07 37 90810. 0.45217E-02 -0.19674E+08 0.19764E+08 0.19719E+08 39 0.11296E+06 0.48668E-02 -0.22775E+08 0.22888E+08 0.22831E+08 48 0.19308E+06 0.95115E-03 -0.13325E+08 0.13518E+08 0.13422E+08 46 0.15150E+06 0.95336E-03 -0.11793E+08 0.11944E+08 0.11869E+08 Max= 0.14462E+08 0.48668E-02 -0.15724E+06 0.22888E+08 0.22831E+08 Min= 90810. -0.10812E-02 -0.22775E+08 0.27550E+07 0.24090E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 46 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.72405E+06 0.10357E-04 -0.24646E+07 0.31887E+07 0.28954E+07


ANNEXES

272

3 0.10953E+07 0.11469E-04 -0.23462E+07 0.34415E+07 0.30453E+07 12 0.49174E+07 0.11117E-04 -0.52257E+06 0.54400E+07 0.51984E+07 10 0.34774E+07 0.17396E-04 -0.51318E+06 0.39906E+07 0.37603E+07 13 0.22031E+06 0.29883E-03 -0.80999E+07 0.83202E+07 0.82123E+07 15 0.28853E+06 0.27270E-03 -0.89063E+07 0.91948E+07 0.90540E+07 24 0.54812E+07 0.0000 -0.46882E+06 0.59500E+07 0.57300E+07 22 0.39326E+07 0.0000 -0.45378E+06 0.43863E+07 0.41780E+07 25 0.14864E+06 0.0000 -0.12005E+08 0.12154E+08 0.12080E+08 27 0.18923E+06 0.0000 -0.13579E+08 0.13769E+08 0.13675E+08 36 0.17274E+07 0.16695E-04 -0.14876E+07 0.32150E+07 0.27869E+07 34 0.11097E+07 0.10811E-04 -0.16080E+07 0.27178E+07 0.23668E+07 37 0.15521E+06 0.88308E-03 -0.11497E+08 0.11653E+08 0.11576E+08 39 0.19811E+06 0.87667E-03 -0.12971E+08 0.13169E+08 0.13071E+08 48 0.34396E+06 0.15653E-03 -0.74709E+07 0.78149E+07 0.76487E+07 46 0.25877E+06 0.18031E-03 -0.68961E+07 0.71548E+07 0.70290E+07 Max= 0.54812E+07 0.88308E-03 -0.45378E+06 0.13769E+08 0.13675E+08 Min= 0.14864E+06 0.0000 -0.13579E+08 0.27178E+07 0.23668E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.72405E+06 0.10357E-04 -0.24646E+07 0.31887E+07 0.28954E+07 3 0.10953E+07 0.11469E-04 -0.23462E+07 0.34415E+07 0.30453E+07 12 0.49174E+07 0.11117E-04 -0.52257E+06 0.54400E+07 0.51984E+07 10 0.34774E+07 0.17396E-04 -0.51318E+06 0.39906E+07 0.37603E+07 13 0.22031E+06 0.29883E-03 -0.80999E+07 0.83202E+07 0.82123E+07 15 0.28853E+06 0.27270E-03 -0.89063E+07 0.91948E+07 0.90540E+07 24 0.54812E+07 0.0000 -0.46882E+06 0.59500E+07 0.57300E+07 22 0.39326E+07 0.0000 -0.45378E+06 0.43863E+07 0.41780E+07 25 0.14864E+06 0.0000 -0.12005E+08 0.12154E+08 0.12080E+08 27 0.18923E+06 0.0000 -0.13579E+08 0.13769E+08 0.13675E+08 36 0.17274E+07 0.16695E-04 -0.14876E+07 0.32150E+07 0.27869E+07 34 0.11097E+07 0.10811E-04 -0.16080E+07 0.27178E+07 0.23668E+07 37 0.15521E+06 0.88308E-03 -0.11497E+08 0.11653E+08 0.11576E+08 39 0.19811E+06 0.87667E-03 -0.12971E+08 0.13169E+08 0.13071E+08 48 0.34396E+06 0.15653E-03 -0.74709E+07 0.78149E+07 0.76487E+07 46 0.25877E+06 0.18031E-03 -0.68961E+07 0.71548E+07 0.70290E+07 Max= 0.54812E+07 0.88308E-03 -0.45378E+06 0.13769E+08 0.13675E+08 Min= 0.14864E+06 0.0000 -0.13579E+08 0.27178E+07 0.23668E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 47 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.22232E+06 0.29045E-03 -0.80266E+07 0.82490E+07 0.81401E+07 3 0.29139E+06 0.26437E-03 -0.88188E+07 0.91102E+07 0.89680E+07 12 0.32514E+06 0.18710E-03 -0.79033E+07 0.82285E+07 0.80708E+07 10 0.24583E+06 0.21195E-03 -0.72591E+07 0.75050E+07 0.73851E+07 13 0.26468E+06 0.16791E-03 -0.67421E+07 0.70068E+07 0.68783E+07 15 0.35260E+06 0.14466E-03 -0.72878E+07 0.76404E+07 0.74703E+07 24 0.49963E+06 0.0000 -0.51432E+07 0.56429E+07 0.54104E+07 22 0.36198E+06 0.0000 -0.49298E+07 0.52918E+07 0.51204E+07 25 0.42170E+06 0.0000 -0.42317E+07 0.46534E+07 0.44576E+07 27 0.59374E+06 0.0000 -0.43280E+07 0.49217E+07 0.46534E+07 36 0.10365E+07 0.11364E-04 -0.24792E+07 0.35157E+07 0.31290E+07 34 0.68912E+06 0.11017E-04 -0.25895E+07 0.32787E+07 0.29942E+07 37 0.81772E+06 0.95366E-05 -0.21823E+07 0.30000E+07 0.26862E+07 39 0.12523E+07 0.12338E-04 -0.20520E+07 0.33043E+07 0.28894E+07 48 0.16795E+07 0.16237E-04 -0.15300E+07 0.32095E+07 0.27806E+07 46 0.10795E+07 0.10560E-04 -0.16531E+07 0.27326E+07 0.23838E+07 Max= 0.16795E+07 0.29045E-03 -0.15300E+07 0.91102E+07 0.89680E+07 Min= 0.22232E+06 0.0000 -0.88188E+07 0.27326E+07 0.23838E+07 ELEMENT NODE = 2


ANNEXES

273

SEC NODE S1 S2 S3 SINT SEQV 1 0.22232E+06 0.29045E-03 -0.80266E+07 0.82490E+07 0.81401E+07 3 0.29139E+06 0.26437E-03 -0.88188E+07 0.91102E+07 0.89680E+07 12 0.32514E+06 0.18710E-03 -0.79033E+07 0.82285E+07 0.80708E+07 10 0.24583E+06 0.21195E-03 -0.72591E+07 0.75050E+07 0.73851E+07 13 0.26468E+06 0.16791E-03 -0.67421E+07 0.70068E+07 0.68783E+07 15 0.35260E+06 0.14466E-03 -0.72878E+07 0.76404E+07 0.74703E+07 24 0.49963E+06 0.0000 -0.51432E+07 0.56429E+07 0.54104E+07 22 0.36198E+06 0.0000 -0.49298E+07 0.52918E+07 0.51204E+07 25 0.42170E+06 0.0000 -0.42317E+07 0.46534E+07 0.44576E+07 27 0.59374E+06 0.0000 -0.43280E+07 0.49217E+07 0.46534E+07 36 0.10365E+07 0.11364E-04 -0.24792E+07 0.35157E+07 0.31290E+07 34 0.68912E+06 0.11017E-04 -0.25895E+07 0.32787E+07 0.29942E+07 37 0.81772E+06 0.95366E-05 -0.21823E+07 0.30000E+07 0.26862E+07 39 0.12523E+07 0.12338E-04 -0.20520E+07 0.33043E+07 0.28894E+07 48 0.16795E+07 0.16237E-04 -0.15300E+07 0.32095E+07 0.27806E+07 46 0.10795E+07 0.10560E-04 -0.16531E+07 0.27326E+07 0.23838E+07 Max= 0.16795E+07 0.29045E-03 -0.15300E+07 0.91102E+07 0.89680E+07 Min= 0.22232E+06 0.0000 -0.88188E+07 0.27326E+07 0.23838E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 48 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.12751E+06 0.16107E-02 -0.13996E+08 0.14123E+08 0.14060E+08 3 0.16096E+06 0.16562E-02 -0.15965E+08 0.16126E+08 0.16046E+08 12 0.13056E+06 0.31310E-02 -0.19682E+08 0.19812E+08 0.19747E+08 10 0.10439E+06 0.29585E-02 -0.17095E+08 0.17200E+08 0.17148E+08 13 0.33013E+06 0.83164E-04 -0.54055E+07 0.57356E+07 0.55779E+07 15 0.45057E+06 0.66175E-04 -0.57032E+07 0.61538E+07 0.59413E+07 24 0.17750E+06 0.0000 -0.14477E+08 0.14655E+08 0.14567E+08 22 0.13991E+06 0.0000 -0.12754E+08 0.12894E+08 0.12825E+08 25 0.46226E+07 0.0000 -0.38604E+06 0.50086E+07 0.48272E+07 27 0.63278E+07 0.0000 -0.40610E+06 0.67339E+07 0.65403E+07 36 0.67601E+06 0.19811E-04 -0.38013E+07 0.44773E+07 0.41805E+07 34 0.47269E+06 0.26913E-04 -0.37752E+07 0.42479E+07 0.40324E+07 37 0.88154E+07 -0.30182E-03 -0.20243E+06 0.90178E+07 0.89183E+07 39 0.11399E+08 -0.47611E-03 -0.22544E+06 0.11624E+08 0.11513E+08 48 0.77573E+07 -0.98162E-04 -0.33127E+06 0.80885E+07 0.79281E+07 46 0.57979E+07 -0.44973E-04 -0.30778E+06 0.61057E+07 0.59578E+07 Max= 0.11399E+08 0.31310E-02 -0.20243E+06 0.19812E+08 0.19747E+08 Min= 0.10439E+06 -0.47611E-03 -0.19682E+08 0.42479E+07 0.40324E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.12751E+06 0.16107E-02 -0.13996E+08 0.14123E+08 0.14060E+08 3 0.16096E+06 0.16562E-02 -0.15965E+08 0.16126E+08 0.16046E+08 12 0.13056E+06 0.31310E-02 -0.19682E+08 0.19812E+08 0.19747E+08 10 0.10439E+06 0.29585E-02 -0.17095E+08 0.17200E+08 0.17148E+08 13 0.33013E+06 0.83164E-04 -0.54055E+07 0.57356E+07 0.55779E+07 15 0.45057E+06 0.66175E-04 -0.57032E+07 0.61538E+07 0.59413E+07 24 0.17750E+06 0.0000 -0.14477E+08 0.14655E+08 0.14567E+08 22 0.13991E+06 0.0000 -0.12754E+08 0.12894E+08 0.12825E+08 25 0.46226E+07 0.0000 -0.38604E+06 0.50086E+07 0.48272E+07 27 0.63278E+07 0.0000 -0.40610E+06 0.67339E+07 0.65403E+07 36 0.67601E+06 0.19811E-04 -0.38013E+07 0.44773E+07 0.41805E+07 34 0.47269E+06 0.26913E-04 -0.37752E+07 0.42479E+07 0.40324E+07 37 0.88154E+07 -0.30182E-03 -0.20243E+06 0.90178E+07 0.89183E+07 39 0.11399E+08 -0.47611E-03 -0.22544E+06 0.11624E+08 0.11513E+08 48 0.77573E+07 -0.98162E-04 -0.33127E+06 0.80885E+07 0.79281E+07 46 0.57979E+07 -0.44973E-04 -0.30778E+06 0.61057E+07 0.59578E+07 Max= 0.11399E+08 0.31310E-02 -0.20243E+06 0.19812E+08 0.19747E+08 Min= 0.10439E+06 -0.47611E-03 -0.19682E+08 0.42479E+07 0.40324E+07


ANNEXES

274

STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 49 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.28057E+06 0.28057E+06 0.28057E+06 3 0.82734E+06 0.55706E-05 -0.16336E+06 0.99070E+06 0.91996E+06 9 0.86285E+06 0.54279E-05 -0.15664E+06 0.10195E+07 0.95090E+06 11 0.40344E+06 0.38976E-05 -0.33500E+06 0.73844E+06 0.64043E+06 17 0.46258E+06 0.0000 -0.29217E+06 0.75475E+06 0.65917E+06 19 0.15282E+06 0.0000 -0.88438E+06 0.10372E+07 0.96986E+06 25 0.16920E+06 0.37107E-05 -0.79878E+06 0.96798E+06 0.89545E+06 27 98921. 0.17442E-04 -0.13663E+07 0.14652E+07 0.14183E+07 33 0.10185E+06 0.15891E-04 -0.13270E+07 0.14288E+07 0.13807E+07 35 0.12683E+07 0.74126E-05 -0.21312E+06 0.14815E+07 0.13872E+07 41 0.13198E+07 0.70519E-05 -0.20481E+06 0.15246E+07 0.14332E+07 43 0.63721E+06 0.61188E-05 -0.42421E+06 0.10614E+07 0.92536E+06 49 0.72834E+06 0.0000 -0.37113E+06 0.10995E+07 0.96877E+06 51 0.23447E+06 0.0000 -0.11528E+07 0.13873E+07 0.12862E+07 57 0.26110E+06 0.44643E-05 -0.10352E+07 0.12964E+07 0.11875E+07 59 0.14817E+06 0.20538E-04 -0.18243E+07 0.19724E+07 0.19027E+07 65 0.15279E+06 0.18631E-04 -0.17692E+07 0.19219E+07 0.18503E+07 Max= 0.13198E+07 0.20538E-04 -0.15664E+06 0.19724E+07 0.19027E+07 Min= 0.0000 0.0000 -0.18243E+07 0.28057E+06 0.28057E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.28057E+06 0.28057E+06 0.28057E+06 3 0.82734E+06 0.55706E-05 -0.16336E+06 0.99070E+06 0.91996E+06 9 0.86285E+06 0.54279E-05 -0.15664E+06 0.10195E+07 0.95090E+06 11 0.40344E+06 0.38976E-05 -0.33500E+06 0.73844E+06 0.64043E+06 17 0.46258E+06 0.0000 -0.29217E+06 0.75475E+06 0.65917E+06 19 0.15282E+06 0.0000 -0.88438E+06 0.10372E+07 0.96986E+06 25 0.16920E+06 0.37107E-05 -0.79878E+06 0.96798E+06 0.89545E+06 27 98921. 0.17442E-04 -0.13663E+07 0.14652E+07 0.14183E+07 33 0.10185E+06 0.15891E-04 -0.13270E+07 0.14288E+07 0.13807E+07 35 0.12683E+07 0.74126E-05 -0.21312E+06 0.14815E+07 0.13872E+07 41 0.13198E+07 0.70519E-05 -0.20481E+06 0.15246E+07 0.14332E+07 43 0.63721E+06 0.61188E-05 -0.42421E+06 0.10614E+07 0.92536E+06 49 0.72834E+06 0.0000 -0.37113E+06 0.10995E+07 0.96877E+06 51 0.23447E+06 0.0000 -0.11528E+07 0.13873E+07 0.12862E+07 57 0.26110E+06 0.44643E-05 -0.10352E+07 0.12964E+07 0.11875E+07 59 0.14817E+06 0.20538E-04 -0.18243E+07 0.19724E+07 0.19027E+07 65 0.15279E+06 0.18631E-04 -0.17692E+07 0.19219E+07 0.18503E+07 Max= 0.13198E+07 0.20538E-04 -0.15664E+06 0.19724E+07 0.19027E+07 Min= 0.0000 0.0000 -0.18243E+07 0.28057E+06 0.28057E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 51 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -58950. 58950. 58950. 3 5706.2 0.14438E-02 -0.27772E+07 0.27829E+07 0.27800E+07 9 1730.4 0.52029E-01 -0.91578E+07 0.91595E+07 0.91586E+07 11 0.52051E+07 -0.94925E-02 -3044.5 0.52081E+07 0.52066E+07 17 1551.6 0.0000 -0.10213E+08 0.10215E+08 0.10214E+08 19 0.10095E+08 0.0000 -1569.8 0.10097E+08 0.10096E+08 25 2977.2 0.10206E-01 -0.53229E+07 0.53259E+07 0.53244E+07 27 0.90399E+07 -0.49957E-01 -1753.0 0.90416E+07 0.90408E+07 33 0.26595E+07 -0.12415E-02 -5958.6 0.26655E+07 0.26625E+07 35 8120.1 0.20039E-02 -0.39032E+07 0.39113E+07 0.39072E+07 41 2451.8 0.73164E-01 -0.12927E+08 0.12929E+08 0.12928E+08 43 0.73855E+07 -0.13559E-01 -4291.4 0.73898E+07 0.73876E+07 49 2198.1 0.0000 -0.14419E+08 0.14421E+08 0.14420E+08


ANNEXES

275

51 0.14301E+08 0.0000 -2216.2 0.14304E+08 0.14302E+08 57 4224.0 0.14294E-01 -0.75033E+07 0.75075E+07 0.75054E+07 59 0.12809E+08 -0.71057E-01 -2474.4 0.12811E+08 0.12810E+08 65 0.37855E+07 -0.17908E-02 -8372.5 0.37939E+07 0.37897E+07 Max= 0.14301E+08 0.73164E-01 -1569.8 0.14421E+08 0.14420E+08 Min= 0.0000 -0.71057E-01 -0.14419E+08 58950. 58950. ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -58950. 58950. 58950. 3 5706.2 0.14438E-02 -0.27772E+07 0.27829E+07 0.27800E+07 9 1730.4 0.52029E-01 -0.91578E+07 0.91595E+07 0.91586E+07 11 0.52051E+07 -0.94925E-02 -3044.5 0.52081E+07 0.52066E+07 17 1551.6 0.0000 -0.10213E+08 0.10215E+08 0.10214E+08 19 0.10095E+08 0.0000 -1569.8 0.10097E+08 0.10096E+08 25 2977.2 0.10206E-01 -0.53229E+07 0.53259E+07 0.53244E+07 27 0.90399E+07 -0.49957E-01 -1753.0 0.90416E+07 0.90408E+07 33 0.26595E+07 -0.12415E-02 -5958.6 0.26655E+07 0.26625E+07 35 8120.1 0.20039E-02 -0.39032E+07 0.39113E+07 0.39072E+07 41 2451.8 0.73164E-01 -0.12927E+08 0.12929E+08 0.12928E+08 43 0.73855E+07 -0.13559E-01 -4291.4 0.73898E+07 0.73876E+07 49 2198.1 0.0000 -0.14419E+08 0.14421E+08 0.14420E+08 51 0.14301E+08 0.0000 -2216.2 0.14304E+08 0.14302E+08 57 4224.0 0.14294E-01 -0.75033E+07 0.75075E+07 0.75054E+07 59 0.12809E+08 -0.71057E-01 -2474.4 0.12811E+08 0.12810E+08 65 0.37855E+07 -0.17908E-02 -8372.5 0.37939E+07 0.37897E+07 Max= 0.14301E+08 0.73164E-01 -1569.8 0.14421E+08 0.14420E+08 Min= 0.0000 -0.71057E-01 -0.14419E+08 58950. 58950. STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 52 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 85791. 0.0000 0.0000 85791. 85791. 3 0.29320E+06 0.18691E-05 -54049. 0.34725E+06 0.32363E+06 9 2048.8 0.31343E-01 -0.77349E+07 0.77370E+07 0.77359E+07 11 0.81233E+07 -0.36230E-01 -1950.8 0.81252E+07 0.81242E+07 17 1424.3 0.0000 -0.11126E+08 0.11128E+08 0.11127E+08 19 0.11298E+08 0.0000 -1402.7 0.11299E+08 0.11298E+08 25 1992.9 0.34055E-01 -0.79517E+07 0.79537E+07 0.79527E+07 27 0.79064E+07 -0.33400E-01 -2004.3 0.79084E+07 0.79074E+07 33 96556. 0.95614E-06 -0.16412E+06 0.26068E+06 0.22827E+06 35 0.38500E+06 0.27388E-05 -82323. 0.46732E+06 0.43208E+06 41 2888.0 0.44760E-01 -0.10974E+08 0.10977E+08 0.10976E+08 43 0.11453E+08 -0.50762E-01 -2767.4 0.11455E+08 0.11454E+08 49 2009.7 0.0000 -0.15770E+08 0.15772E+08 0.15771E+08 51 0.15942E+08 0.0000 -1988.1 0.15944E+08 0.15943E+08 57 2809.5 0.48620E-01 -0.11281E+08 0.11284E+08 0.11282E+08 59 0.11146E+08 -0.46785E-01 -2843.5 0.11149E+08 0.11147E+08 65 0.12417E+06 0.12826E-05 -0.25526E+06 0.37942E+06 0.33506E+06 Max= 0.15942E+08 0.48620E-01 0.0000 0.15944E+08 0.15943E+08 Min= 1424.3 -0.50762E-01 -0.15770E+08 85791. 85791. ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 85791. 0.0000 0.0000 85791. 85791. 3 0.29320E+06 0.18691E-05 -54049. 0.34725E+06 0.32363E+06 9 2048.8 0.31343E-01 -0.77349E+07 0.77370E+07 0.77359E+07 11 0.81233E+07 -0.36230E-01 -1950.8 0.81252E+07 0.81242E+07 17 1424.3 0.0000 -0.11126E+08 0.11128E+08 0.11127E+08 19 0.11298E+08 0.0000 -1402.7 0.11299E+08 0.11298E+08 25 1992.9 0.34055E-01 -0.79517E+07 0.79537E+07 0.79527E+07 27 0.79064E+07 -0.33400E-01 -2004.3 0.79084E+07 0.79074E+07


ANNEXES

276

33 96556. 0.95614E-06 -0.16412E+06 0.26068E+06 0.22827E+06 35 0.38500E+06 0.27388E-05 -82323. 0.46732E+06 0.43208E+06 41 2888.0 0.44760E-01 -0.10974E+08 0.10977E+08 0.10976E+08 43 0.11453E+08 -0.50762E-01 -2767.4 0.11455E+08 0.11454E+08 49 2009.7 0.0000 -0.15770E+08 0.15772E+08 0.15771E+08 51 0.15942E+08 0.0000 -1988.1 0.15944E+08 0.15943E+08 57 2809.5 0.48620E-01 -0.11281E+08 0.11284E+08 0.11282E+08 59 0.11146E+08 -0.46785E-01 -2843.5 0.11149E+08 0.11147E+08 65 0.12417E+06 0.12826E-05 -0.25526E+06 0.37942E+06 0.33506E+06 Max= 0.15942E+08 0.48620E-01 0.0000 0.15944E+08 0.15943E+08 Min= 1424.3 -0.50762E-01 -0.15770E+08 85791. 85791. STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 53 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 9 0.0000 0.0000 0.0000 0.0000 0.0000 11 0.0000 0.0000 0.0000 0.0000 0.0000 17 0.0000 0.0000 0.0000 0.0000 0.0000 19 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.0000 0.0000 0.0000 0.0000 0.0000 27 0.0000 0.0000 0.0000 0.0000 0.0000 33 0.0000 0.0000 0.0000 0.0000 0.0000 35 0.0000 0.0000 0.0000 0.0000 0.0000 41 0.0000 0.0000 0.0000 0.0000 0.0000 43 0.0000 0.0000 0.0000 0.0000 0.0000 49 0.0000 0.0000 0.0000 0.0000 0.0000 51 0.0000 0.0000 0.0000 0.0000 0.0000 57 0.0000 0.0000 0.0000 0.0000 0.0000 59 0.0000 0.0000 0.0000 0.0000 0.0000 65 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.0000 0.0000 0.0000 0.0000 0.0000 Min= 0.0000 0.0000 0.0000 0.0000 0.0000 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 9 0.0000 0.0000 0.0000 0.0000 0.0000 11 0.0000 0.0000 0.0000 0.0000 0.0000 17 0.0000 0.0000 0.0000 0.0000 0.0000 19 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.0000 0.0000 0.0000 0.0000 0.0000 27 0.0000 0.0000 0.0000 0.0000 0.0000 33 0.0000 0.0000 0.0000 0.0000 0.0000 35 0.0000 0.0000 0.0000 0.0000 0.0000 41 0.0000 0.0000 0.0000 0.0000 0.0000 43 0.0000 0.0000 0.0000 0.0000 0.0000 49 0.0000 0.0000 0.0000 0.0000 0.0000 51 0.0000 0.0000 0.0000 0.0000 0.0000 57 0.0000 0.0000 0.0000 0.0000 0.0000 59 0.0000 0.0000 0.0000 0.0000 0.0000 65 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.0000 0.0000 0.0000 0.0000 0.0000 Min= 0.0000 0.0000 0.0000 0.0000 0.0000 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 54 SECTION ID = 100 ELEMENT NODE = 1


ANNEXES

277

SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.91916E+06 0.91916E+06 0.91916E+06 3 0.26221E+07 0.23329E-04 -0.97124E+06 0.35934E+07 0.32195E+07 9 0.13808E+06 0.25941E-02 -0.18444E+08 0.18582E+08 0.18513E+08 11 0.20228E+08 -0.32365E-02 -0.12590E+06 0.20354E+08 0.20291E+08 17 90411. 0.0000 -0.28168E+08 0.28259E+08 0.28214E+08 19 0.26336E+08 0.0000 -96700. 0.26433E+08 0.26385E+08 25 0.11547E+06 0.44622E-02 -0.22056E+08 0.22171E+08 0.22114E+08 27 0.16621E+08 -0.17277E-02 -0.15322E+06 0.16774E+08 0.16698E+08 33 0.61979E+06 0.24547E-04 -0.41090E+07 0.47288E+07 0.44514E+07 35 0.39915E+07 0.34112E-04 -0.12761E+07 0.52675E+07 0.47596E+07 41 0.19814E+06 0.35095E-02 -0.25706E+08 0.25904E+08 0.25806E+08 43 0.28985E+08 -0.47709E-02 -0.17572E+06 0.29161E+08 0.29073E+08 49 0.12909E+06 0.0000 -0.39456E+08 0.39585E+08 0.39521E+08 51 0.37624E+08 0.0000 -0.13538E+06 0.37760E+08 0.37692E+08 57 0.16530E+06 0.60815E-02 -0.30813E+08 0.30978E+08 0.30896E+08 59 0.23883E+08 -0.25726E-02 -0.21327E+06 0.24096E+08 0.23990E+08 65 0.92899E+06 0.29673E-04 -0.54827E+07 0.64117E+07 0.60014E+07 Max= 0.37624E+08 0.60815E-02 -96700. 0.39585E+08 0.39521E+08 Min= 0.0000 -0.47709E-02 -0.39456E+08 0.91916E+06 0.91916E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.91916E+06 0.91916E+06 0.91916E+06 3 0.26221E+07 0.23329E-04 -0.97124E+06 0.35934E+07 0.32195E+07 9 0.13808E+06 0.25941E-02 -0.18444E+08 0.18582E+08 0.18513E+08 11 0.20228E+08 -0.32365E-02 -0.12590E+06 0.20354E+08 0.20291E+08 17 90411. 0.0000 -0.28168E+08 0.28259E+08 0.28214E+08 19 0.26336E+08 0.0000 -96700. 0.26433E+08 0.26385E+08 25 0.11547E+06 0.44622E-02 -0.22056E+08 0.22171E+08 0.22114E+08 27 0.16621E+08 -0.17277E-02 -0.15322E+06 0.16774E+08 0.16698E+08 33 0.61979E+06 0.24547E-04 -0.41090E+07 0.47288E+07 0.44514E+07 35 0.39915E+07 0.34112E-04 -0.12761E+07 0.52675E+07 0.47596E+07 41 0.19814E+06 0.35095E-02 -0.25706E+08 0.25904E+08 0.25806E+08 43 0.28985E+08 -0.47709E-02 -0.17572E+06 0.29161E+08 0.29073E+08 49 0.12909E+06 0.0000 -0.39456E+08 0.39585E+08 0.39521E+08 51 0.37624E+08 0.0000 -0.13538E+06 0.37760E+08 0.37692E+08 57 0.16530E+06 0.60815E-02 -0.30813E+08 0.30978E+08 0.30896E+08 59 0.23883E+08 -0.25726E-02 -0.21327E+06 0.24096E+08 0.23990E+08 65 0.92899E+06 0.29673E-04 -0.54827E+07 0.64117E+07 0.60014E+07 Max= 0.37624E+08 0.60815E-02 -96700. 0.39585E+08 0.39521E+08 Min= 0.0000 -0.47709E-02 -0.39456E+08 0.91916E+06 0.91916E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 55 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.88591E+06 0.88591E+06 0.88591E+06 3 0.60496E+06 0.24336E-04 -0.40438E+07 0.46488E+07 0.43778E+07 9 0.22791E+06 0.51439E-03 -0.10734E+08 0.10962E+08 0.10850E+08 11 0.55636E+07 -0.64868E-05 -0.43971E+06 0.60033E+07 0.57960E+07 17 0.20152E+06 0.0000 -0.12140E+08 0.12341E+08 0.12242E+08 19 0.10401E+08 0.0000 -0.23520E+06 0.10637E+08 0.10521E+08 25 0.33818E+06 0.14906E-03 -0.72339E+07 0.75721E+07 0.74088E+07 27 0.90060E+07 -0.20793E-03 -0.27164E+06 0.92776E+07 0.91448E+07 33 0.26059E+07 0.23028E-04 -0.93880E+06 0.35447E+07 0.31809E+07 35 0.90572E+06 0.29486E-04 -0.54021E+07 0.63078E+07 0.59072E+07 41 0.33012E+06 0.67538E-03 -0.14821E+08 0.15151E+08 0.14989E+08 43 0.82093E+07 -0.19346E-04 -0.59600E+06 0.88053E+07 0.85229E+07 49 0.29111E+06 0.0000 -0.16807E+08 0.17098E+08 0.16955E+08 51 0.15069E+08 0.0000 -0.32469E+06 0.15394E+08 0.15234E+08 57 0.49520E+06 0.18872E-03 -0.98803E+07 0.10375E+08 0.10137E+08 59 0.13093E+08 -0.32871E-03 -0.37370E+06 0.13467E+08 0.13284E+08 65 0.39601E+07 0.33582E-04 -0.12355E+07 0.51956E+07 0.47012E+07 Max= 0.15069E+08 0.67538E-03 -0.23520E+06 0.17098E+08 0.16955E+08


ANNEXES

278

Min= 0.0000 -0.32871E-03 -0.16807E+08 0.88591E+06 0.88591E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.88591E+06 0.88591E+06 0.88591E+06 3 0.60496E+06 0.24336E-04 -0.40438E+07 0.46488E+07 0.43778E+07 9 0.22791E+06 0.51439E-03 -0.10734E+08 0.10962E+08 0.10850E+08 11 0.55636E+07 -0.64868E-05 -0.43971E+06 0.60033E+07 0.57960E+07 17 0.20152E+06 0.0000 -0.12140E+08 0.12341E+08 0.12242E+08 19 0.10401E+08 0.0000 -0.23520E+06 0.10637E+08 0.10521E+08 25 0.33818E+06 0.14906E-03 -0.72339E+07 0.75721E+07 0.74088E+07 27 0.90060E+07 -0.20793E-03 -0.27164E+06 0.92776E+07 0.91448E+07 33 0.26059E+07 0.23028E-04 -0.93880E+06 0.35447E+07 0.31809E+07 35 0.90572E+06 0.29486E-04 -0.54021E+07 0.63078E+07 0.59072E+07 41 0.33012E+06 0.67538E-03 -0.14821E+08 0.15151E+08 0.14989E+08 43 0.82093E+07 -0.19346E-04 -0.59600E+06 0.88053E+07 0.85229E+07 49 0.29111E+06 0.0000 -0.16807E+08 0.17098E+08 0.16955E+08 51 0.15069E+08 0.0000 -0.32469E+06 0.15394E+08 0.15234E+08 57 0.49520E+06 0.18872E-03 -0.98803E+07 0.10375E+08 0.10137E+08 59 0.13093E+08 -0.32871E-03 -0.37370E+06 0.13467E+08 0.13284E+08 65 0.39601E+07 0.33582E-04 -0.12355E+07 0.51956E+07 0.47012E+07 Max= 0.15069E+08 0.67538E-03 -0.23520E+06 0.17098E+08 0.16955E+08 Min= 0.0000 -0.32871E-03 -0.16807E+08 0.88591E+06 0.88591E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 56 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.99772E+06 0.99772E+06 0.99772E+06 3 0.0000 0.0000 -0.12191E+08 0.12191E+08 0.12191E+08 9 0.0000 0.0000 -0.89128E+07 0.89128E+07 0.89128E+07 11 0.0000 0.0000 -0.89128E+07 0.89128E+07 0.89128E+07 17 0.0000 0.0000 -0.99772E+06 0.99772E+06 0.99772E+06 19 0.0000 0.0000 -0.99772E+06 0.99772E+06 0.99772E+06 25 0.69174E+07 0.0000 0.0000 0.69174E+07 0.69174E+07 27 0.69174E+07 0.0000 0.0000 0.69174E+07 0.69174E+07 33 0.10196E+08 0.0000 0.0000 0.10196E+08 0.10196E+08 35 0.0000 0.0000 -0.16828E+08 0.16828E+08 0.16828E+08 41 0.0000 0.0000 -0.12191E+08 0.12191E+08 0.12191E+08 43 0.0000 0.0000 -0.12191E+08 0.12191E+08 0.12191E+08 49 0.0000 0.0000 -0.99772E+06 0.99772E+06 0.99772E+06 51 0.0000 0.0000 -0.99772E+06 0.99772E+06 0.99772E+06 57 0.10196E+08 0.0000 0.0000 0.10196E+08 0.10196E+08 59 0.10196E+08 0.0000 0.0000 0.10196E+08 0.10196E+08 65 0.14833E+08 0.0000 0.0000 0.14833E+08 0.14833E+08 Max= 0.14833E+08 0.0000 0.0000 0.16828E+08 0.16828E+08 Min= 0.0000 0.0000 -0.16828E+08 0.99772E+06 0.99772E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.99772E+06 0.99772E+06 0.99772E+06 3 0.0000 0.0000 -0.12191E+08 0.12191E+08 0.12191E+08 9 0.0000 0.0000 -0.89128E+07 0.89128E+07 0.89128E+07 11 0.0000 0.0000 -0.89128E+07 0.89128E+07 0.89128E+07 17 0.0000 0.0000 -0.99772E+06 0.99772E+06 0.99772E+06 19 0.0000 0.0000 -0.99772E+06 0.99772E+06 0.99772E+06 25 0.69174E+07 0.0000 0.0000 0.69174E+07 0.69174E+07 27 0.69174E+07 0.0000 0.0000 0.69174E+07 0.69174E+07 33 0.10196E+08 0.0000 0.0000 0.10196E+08 0.10196E+08 35 0.0000 0.0000 -0.16828E+08 0.16828E+08 0.16828E+08 41 0.0000 0.0000 -0.12191E+08 0.12191E+08 0.12191E+08 43 0.0000 0.0000 -0.12191E+08 0.12191E+08 0.12191E+08 49 0.0000 0.0000 -0.99772E+06 0.99772E+06 0.99772E+06 51 0.0000 0.0000 -0.99772E+06 0.99772E+06 0.99772E+06


ANNEXES

279

57 0.10196E+08 0.0000 0.0000 0.10196E+08 0.10196E+08 59 0.10196E+08 0.0000 0.0000 0.10196E+08 0.10196E+08 65 0.14833E+08 0.0000 0.0000 0.14833E+08 0.14833E+08 Max= 0.14833E+08 0.0000 0.0000 0.16828E+08 0.16828E+08 Min= 0.0000 0.0000 -0.16828E+08 0.99772E+06 0.99772E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 57 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.32569E+08 -0.89145E-02 -0.12219E+06 0.32691E+08 0.32630E+08 3 0.34137E+08 -0.82679E-02 -0.14392E+06 0.34281E+08 0.34210E+08 12 0.59335E+06 0.10690E-03 -0.82801E+07 0.88735E+07 0.85922E+07 10 0.69125E+06 0.42809E-04 -0.57571E+07 0.64483E+07 0.61320E+07 13 0.61866E+08 -0.63131E-01 -64325. 0.61931E+08 0.61898E+08 15 0.66685E+08 -0.63989E-01 -73676. 0.66758E+08 0.66721E+08 24 0.14383E+06 0.0000 -0.34158E+08 0.34302E+08 0.34230E+08 22 0.13771E+06 0.0000 -0.28898E+08 0.29036E+08 0.28967E+08 25 0.65865E+08 0.0000 -60420. 0.65926E+08 0.65895E+08 27 0.71128E+08 0.0000 -69074. 0.71197E+08 0.71162E+08 36 0.16525E+06 0.56612E-02 -0.29732E+08 0.29897E+08 0.29815E+08 34 0.15971E+06 0.41048E-02 -0.24917E+08 0.25077E+08 0.24998E+08 37 0.42204E+08 -0.19759E-01 -94293. 0.42299E+08 0.42252E+08 39 0.44841E+08 -0.19146E-01 -0.10957E+06 0.44950E+08 0.44895E+08 48 0.42160E+07 0.34210E-04 -0.11653E+07 0.53814E+07 0.49037E+07 46 0.53427E+07 0.24543E-04 -0.74485E+06 0.60876E+07 0.57515E+07 Max= 0.71128E+08 0.56612E-02 -60420. 0.71197E+08 0.71162E+08 Min= 0.13771E+06 -0.63989E-01 -0.34158E+08 0.53814E+07 0.49037E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.32569E+08 -0.89145E-02 -0.12219E+06 0.32691E+08 0.32630E+08 3 0.34137E+08 -0.82679E-02 -0.14392E+06 0.34281E+08 0.34210E+08 12 0.59335E+06 0.10690E-03 -0.82801E+07 0.88735E+07 0.85922E+07 10 0.69125E+06 0.42809E-04 -0.57571E+07 0.64483E+07 0.61320E+07 13 0.61866E+08 -0.63131E-01 -64325. 0.61931E+08 0.61898E+08 15 0.66685E+08 -0.63989E-01 -73676. 0.66758E+08 0.66721E+08 24 0.14383E+06 0.0000 -0.34158E+08 0.34302E+08 0.34230E+08 22 0.13771E+06 0.0000 -0.28898E+08 0.29036E+08 0.28967E+08 25 0.65865E+08 0.0000 -60420. 0.65926E+08 0.65895E+08 27 0.71128E+08 0.0000 -69074. 0.71197E+08 0.71162E+08 36 0.16525E+06 0.56612E-02 -0.29732E+08 0.29897E+08 0.29815E+08 34 0.15971E+06 0.41048E-02 -0.24917E+08 0.25077E+08 0.24998E+08 37 0.42204E+08 -0.19759E-01 -94293. 0.42299E+08 0.42252E+08 39 0.44841E+08 -0.19146E-01 -0.10957E+06 0.44950E+08 0.44895E+08 48 0.42160E+07 0.34210E-04 -0.11653E+07 0.53814E+07 0.49037E+07 46 0.53427E+07 0.24543E-04 -0.74485E+06 0.60876E+07 0.57515E+07 Max= 0.71128E+08 0.56612E-02 -60420. 0.71197E+08 0.71162E+08 Min= 0.13771E+06 -0.63989E-01 -0.34158E+08 0.53814E+07 0.49037E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 58 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.27368E+08 -0.93018E-02 -83405. 0.27452E+08 0.27410E+08 3 0.28806E+08 -0.87484E-02 -97830. 0.28904E+08 0.28855E+08 12 0.66069E+07 -0.27634E-04 -0.42654E+06 0.70334E+07 0.68301E+07 10 0.73214E+07 -0.93163E-04 -0.31178E+06 0.76332E+07 0.74822E+07 13 0.40112E+08 -0.29865E-01 -56907. 0.40169E+08 0.40141E+08 15 0.42964E+08 -0.29685E-01 -65593. 0.43029E+08 0.42996E+08


ANNEXES

280

24 0.24025E+06 0.0000 -0.11730E+08 0.11970E+08 0.11852E+08 22 0.24966E+06 0.0000 -0.91430E+07 0.93927E+07 0.92704E+07 25 0.37901E+08 0.0000 -60227. 0.37961E+08 0.37931E+08 27 0.40507E+08 0.0000 -69572. 0.40576E+08 0.40541E+08 36 0.19916E+06 0.10409E-02 -0.14150E+08 0.14349E+08 0.14251E+08 34 0.20182E+06 0.65017E-03 -0.11310E+08 0.11512E+08 0.11412E+08 37 0.22041E+08 -0.47614E-02 -0.10356E+06 0.22145E+08 0.22093E+08 39 0.22890E+08 -0.42834E-02 -0.12312E+06 0.23013E+08 0.22952E+08 48 0.18023E+07 0.17420E-04 -0.15636E+07 0.33659E+07 0.29174E+07 46 0.25555E+07 0.22408E-04 -0.89324E+06 0.34487E+07 0.31002E+07 Max= 0.42964E+08 0.10409E-02 -56907. 0.43029E+08 0.42996E+08 Min= 0.19916E+06 -0.29865E-01 -0.14150E+08 0.33659E+07 0.29174E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.27368E+08 -0.93018E-02 -83405. 0.27452E+08 0.27410E+08 3 0.28806E+08 -0.87484E-02 -97830. 0.28904E+08 0.28855E+08 12 0.66069E+07 -0.27634E-04 -0.42654E+06 0.70334E+07 0.68301E+07 10 0.73214E+07 -0.93163E-04 -0.31178E+06 0.76332E+07 0.74822E+07 13 0.40112E+08 -0.29865E-01 -56907. 0.40169E+08 0.40141E+08 15 0.42964E+08 -0.29685E-01 -65593. 0.43029E+08 0.42996E+08 24 0.24025E+06 0.0000 -0.11730E+08 0.11970E+08 0.11852E+08 22 0.24966E+06 0.0000 -0.91430E+07 0.93927E+07 0.92704E+07 25 0.37901E+08 0.0000 -60227. 0.37961E+08 0.37931E+08 27 0.40507E+08 0.0000 -69572. 0.40576E+08 0.40541E+08 36 0.19916E+06 0.10409E-02 -0.14150E+08 0.14349E+08 0.14251E+08 34 0.20182E+06 0.65017E-03 -0.11310E+08 0.11512E+08 0.11412E+08 37 0.22041E+08 -0.47614E-02 -0.10356E+06 0.22145E+08 0.22093E+08 39 0.22890E+08 -0.42834E-02 -0.12312E+06 0.23013E+08 0.22952E+08 48 0.18023E+07 0.17420E-04 -0.15636E+07 0.33659E+07 0.29174E+07 46 0.25555E+07 0.22408E-04 -0.89324E+06 0.34487E+07 0.31002E+07 Max= 0.42964E+08 0.10409E-02 -56907. 0.43029E+08 0.42996E+08 Min= 0.19916E+06 -0.29865E-01 -0.14150E+08 0.33659E+07 0.29174E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 59 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.12696E+06 0.35665E-02 -0.20701E+08 0.20828E+08 0.20765E+08 3 0.14823E+06 0.34100E-02 -0.21890E+08 0.22038E+08 0.21965E+08 12 0.14700E+08 -0.86697E-03 -0.22074E+06 0.14921E+08 0.14812E+08 10 0.12240E+08 -0.59578E-03 -0.21474E+06 0.12454E+08 0.12348E+08 13 55835. 0.42488E-01 -0.47072E+08 0.47128E+08 0.47100E+08 15 63393. 0.44242E-01 -0.51186E+08 0.51249E+08 0.51217E+08 24 0.36412E+08 0.0000 -89113. 0.36502E+08 0.36457E+08 22 0.31767E+08 0.0000 -82736. 0.31850E+08 0.31809E+08 25 50677. 0.0000 -0.51863E+08 0.51914E+08 0.51889E+08 27 57421. 0.0000 -0.56509E+08 0.56566E+08 0.56538E+08 36 0.31099E+08 -0.95645E-02 -0.10434E+06 0.31203E+08 0.31151E+08 34 0.26986E+08 -0.76916E-02 -97396. 0.27083E+08 0.27035E+08 37 81537. 0.13595E-01 -0.32235E+08 0.32316E+08 0.32275E+08 39 93508. 0.13732E-01 -0.34701E+08 0.34794E+08 0.34748E+08 48 0.27807E+07 0.25395E-04 -0.11669E+07 0.39476E+07 0.35126E+07 46 0.18594E+07 0.17937E-04 -0.14135E+07 0.32729E+07 0.28432E+07 Max= 0.36412E+08 0.44242E-01 -82736. 0.56566E+08 0.56538E+08 Min= 50677. -0.95645E-02 -0.56509E+08 0.32729E+07 0.28432E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.12696E+06 0.35665E-02 -0.20701E+08 0.20828E+08 0.20765E+08 3 0.14823E+06 0.34100E-02 -0.21890E+08 0.22038E+08 0.21965E+08 12 0.14700E+08 -0.86697E-03 -0.22074E+06 0.14921E+08 0.14812E+08 10 0.12240E+08 -0.59578E-03 -0.21474E+06 0.12454E+08 0.12348E+08


ANNEXES

281

13 55835. 0.42488E-01 -0.47072E+08 0.47128E+08 0.47100E+08 15 63393. 0.44242E-01 -0.51186E+08 0.51249E+08 0.51217E+08 24 0.36412E+08 0.0000 -89113. 0.36502E+08 0.36457E+08 22 0.31767E+08 0.0000 -82736. 0.31850E+08 0.31809E+08 25 50677. 0.0000 -0.51863E+08 0.51914E+08 0.51889E+08 27 57421. 0.0000 -0.56509E+08 0.56566E+08 0.56538E+08 36 0.31099E+08 -0.95645E-02 -0.10434E+06 0.31203E+08 0.31151E+08 34 0.26986E+08 -0.76916E-02 -97396. 0.27083E+08 0.27035E+08 37 81537. 0.13595E-01 -0.32235E+08 0.32316E+08 0.32275E+08 39 93508. 0.13732E-01 -0.34701E+08 0.34794E+08 0.34748E+08 48 0.27807E+07 0.25395E-04 -0.11669E+07 0.39476E+07 0.35126E+07 46 0.18594E+07 0.17937E-04 -0.14135E+07 0.32729E+07 0.28432E+07 Max= 0.36412E+08 0.44242E-01 -82736. 0.56566E+08 0.56538E+08 Min= 50677. -0.95645E-02 -0.56509E+08 0.32729E+07 0.28432E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 60 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.22990E+06 0.13468E-02 -0.17276E+08 0.17506E+08 0.17392E+08 3 0.26691E+06 0.13076E-02 -0.18371E+08 0.18638E+08 0.18506E+08 12 0.12174E+07 0.16918E-04 -0.40277E+07 0.52452E+07 0.47548E+07 10 0.94057E+06 0.19114E-04 -0.42227E+07 0.51633E+07 0.47631E+07 13 0.15642E+06 0.43548E-02 -0.25391E+08 0.25547E+08 0.25470E+08 15 0.17908E+06 0.44191E-02 -0.27381E+08 0.27560E+08 0.27471E+08 24 0.10200E+08 0.0000 -0.48072E+06 0.10681E+08 0.10449E+08 22 0.84639E+07 0.0000 -0.46925E+06 0.89332E+07 0.87081E+07 25 0.17103E+06 0.0000 -0.23222E+08 0.23393E+08 0.23308E+08 27 0.19636E+06 0.0000 -0.24972E+08 0.25168E+08 0.25071E+08 36 0.12537E+08 -0.27468E-03 -0.39111E+06 0.12928E+08 0.12737E+08 34 0.10555E+08 -0.18593E-03 -0.37630E+06 0.10931E+08 0.10748E+08 37 0.32818E+06 0.44791E-03 -0.12102E+08 0.12430E+08 0.12270E+08 39 0.38811E+06 0.40945E-03 -0.12634E+08 0.13022E+08 0.12832E+08 48 0.42118E+07 0.34179E-04 -0.11642E+07 0.53760E+07 0.48988E+07 46 0.32225E+07 0.28883E-04 -0.12325E+07 0.44550E+07 0.39844E+07 Max= 0.12537E+08 0.44191E-02 -0.37630E+06 0.27560E+08 0.27471E+08 Min= 0.15642E+06 -0.27468E-03 -0.27381E+08 0.44550E+07 0.39844E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.22990E+06 0.13468E-02 -0.17276E+08 0.17506E+08 0.17392E+08 3 0.26691E+06 0.13076E-02 -0.18371E+08 0.18638E+08 0.18506E+08 12 0.12174E+07 0.16918E-04 -0.40277E+07 0.52452E+07 0.47548E+07 10 0.94057E+06 0.19114E-04 -0.42227E+07 0.51633E+07 0.47631E+07 13 0.15642E+06 0.43548E-02 -0.25391E+08 0.25547E+08 0.25470E+08 15 0.17908E+06 0.44191E-02 -0.27381E+08 0.27560E+08 0.27471E+08 24 0.10200E+08 0.0000 -0.48072E+06 0.10681E+08 0.10449E+08 22 0.84639E+07 0.0000 -0.46925E+06 0.89332E+07 0.87081E+07 25 0.17103E+06 0.0000 -0.23222E+08 0.23393E+08 0.23308E+08 27 0.19636E+06 0.0000 -0.24972E+08 0.25168E+08 0.25071E+08 36 0.12537E+08 -0.27468E-03 -0.39111E+06 0.12928E+08 0.12737E+08 34 0.10555E+08 -0.18593E-03 -0.37630E+06 0.10931E+08 0.10748E+08 37 0.32818E+06 0.44791E-03 -0.12102E+08 0.12430E+08 0.12270E+08 39 0.38811E+06 0.40945E-03 -0.12634E+08 0.13022E+08 0.12832E+08 48 0.42118E+07 0.34179E-04 -0.11642E+07 0.53760E+07 0.48988E+07 46 0.32225E+07 0.28883E-04 -0.12325E+07 0.44550E+07 0.39844E+07 Max= 0.12537E+08 0.44191E-02 -0.37630E+06 0.27560E+08 0.27471E+08 Min= 0.15642E+06 -0.27468E-03 -0.27381E+08 0.44550E+07 0.39844E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 61 SECTION ID = 49 ELEMENT NODE = 1


ANNEXES

282

SEC NODE S1 S2 S3 SINT SEQV 1 43329. 0.32408E-03 -0.36722E+07 0.37155E+07 0.36940E+07 3 59011. 0.24786E-03 -0.37659E+07 0.38250E+07 0.37958E+07 12 26735. 0.27522E-02 -0.83125E+07 0.83392E+07 0.83259E+07 10 21146. 0.28540E-02 -0.75244E+07 0.75455E+07 0.75350E+07 13 0.71858E+06 0.60688E-05 -0.22143E+06 0.94000E+06 0.85117E+06 15 0.13356E+07 0.49520E-05 -0.16639E+06 0.15020E+07 0.14261E+07 24 22431. 0.0000 -0.99075E+07 0.99299E+07 0.99187E+07 22 17929. 0.0000 -0.88744E+07 0.88923E+07 0.88834E+07 25 0.25209E+07 0.0000 -63117. 0.25840E+07 0.25531E+07 27 0.35490E+07 0.0000 -62618. 0.36116E+07 0.35807E+07 36 29252. 0.20975E-02 -0.75972E+07 0.76264E+07 0.76118E+07 34 22997. 0.22159E-02 -0.69188E+07 0.69418E+07 0.69303E+07 37 0.12336E+07 0.25899E-05 -0.12899E+06 0.13625E+07 0.13028E+07 39 0.19983E+07 -0.13646E-04 -0.11121E+06 0.21095E+07 0.20562E+07 48 80173. 0.95792E-04 -0.27719E+07 0.28521E+07 0.28128E+07 46 56300. 0.14480E-03 -0.28261E+07 0.28824E+07 0.28547E+07 Max= 0.35490E+07 0.28540E-02 -62618. 0.99299E+07 0.99187E+07 Min= 17929. -0.13646E-04 -0.99075E+07 0.94000E+06 0.85117E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 43329. 0.32408E-03 -0.36722E+07 0.37155E+07 0.36940E+07 3 59011. 0.24786E-03 -0.37659E+07 0.38250E+07 0.37958E+07 12 26735. 0.27522E-02 -0.83125E+07 0.83392E+07 0.83259E+07 10 21146. 0.28540E-02 -0.75244E+07 0.75455E+07 0.75350E+07 13 0.71858E+06 0.60688E-05 -0.22143E+06 0.94000E+06 0.85117E+06 15 0.13356E+07 0.49520E-05 -0.16639E+06 0.15020E+07 0.14261E+07 24 22431. 0.0000 -0.99075E+07 0.99299E+07 0.99187E+07 22 17929. 0.0000 -0.88744E+07 0.88923E+07 0.88834E+07 25 0.25209E+07 0.0000 -63117. 0.25840E+07 0.25531E+07 27 0.35490E+07 0.0000 -62618. 0.36116E+07 0.35807E+07 36 29252. 0.20975E-02 -0.75972E+07 0.76264E+07 0.76118E+07 34 22997. 0.22159E-02 -0.69188E+07 0.69418E+07 0.69303E+07 37 0.12336E+07 0.25899E-05 -0.12899E+06 0.13625E+07 0.13028E+07 39 0.19983E+07 -0.13646E-04 -0.11121E+06 0.21095E+07 0.20562E+07 48 80173. 0.95792E-04 -0.27719E+07 0.28521E+07 0.28128E+07 46 56300. 0.14480E-03 -0.28261E+07 0.28824E+07 0.28547E+07 Max= 0.35490E+07 0.28540E-02 -62618. 0.99299E+07 0.99187E+07 Min= 17929. -0.13646E-04 -0.99075E+07 0.94000E+06 0.85117E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 62 SECTION ID = 49 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.22240E+07 -0.13426E-04 -0.12909E+06 0.23531E+07 0.22913E+07 3 0.24649E+07 -0.94242E-05 -0.16268E+06 0.26276E+07 0.25502E+07 12 0.22532E+07 -0.26451E-05 -0.17797E+06 0.24312E+07 0.23472E+07 10 0.20433E+07 -0.64862E-05 -0.14051E+06 0.21838E+07 0.21171E+07 13 0.17803E+07 0.96741E-06 -0.16127E+06 0.19416E+07 0.18662E+07 15 0.19459E+07 0.43325E-05 -0.20607E+06 0.21520E+07 0.20567E+07 24 0.14654E+07 0.0000 -0.27364E+06 0.17391E+07 0.16197E+07 22 0.13655E+07 0.0000 -0.21025E+06 0.15758E+07 0.14819E+07 25 0.10321E+07 0.0000 -0.27817E+06 0.13103E+07 0.11957E+07 27 0.10865E+07 0.0000 -0.36906E+06 0.14556E+07 0.13106E+07 36 0.72358E+06 0.69814E-05 -0.55419E+06 0.12778E+07 0.11098E+07 34 0.70022E+06 0.66711E-05 -0.41002E+06 0.11102E+07 0.97238E+06 37 0.53904E+06 0.52117E-05 -0.53262E+06 0.10717E+07 0.92809E+06 39 0.55567E+06 0.53862E-05 -0.72166E+06 0.12773E+07 0.11093E+07 48 0.46653E+06 0.46857E-05 -0.85954E+06 0.13261E+07 0.11651E+07 46 0.45097E+06 0.43861E-05 -0.63664E+06 0.10876E+07 0.94646E+06 Max= 0.24649E+07 0.69814E-05 -0.12909E+06 0.26276E+07 0.25502E+07 Min= 0.45097E+06 -0.13426E-04 -0.85954E+06 0.10717E+07 0.92809E+06


ANNEXES

283

ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.22240E+07 -0.13426E-04 -0.12909E+06 0.23531E+07 0.22913E+07 3 0.24649E+07 -0.94242E-05 -0.16268E+06 0.26276E+07 0.25502E+07 12 0.22532E+07 -0.26451E-05 -0.17797E+06 0.24312E+07 0.23472E+07 10 0.20433E+07 -0.64862E-05 -0.14051E+06 0.21838E+07 0.21171E+07 13 0.17803E+07 0.96741E-06 -0.16127E+06 0.19416E+07 0.18662E+07 15 0.19459E+07 0.43325E-05 -0.20607E+06 0.21520E+07 0.20567E+07 24 0.14654E+07 0.0000 -0.27364E+06 0.17391E+07 0.16197E+07 22 0.13655E+07 0.0000 -0.21025E+06 0.15758E+07 0.14819E+07 25 0.10321E+07 0.0000 -0.27817E+06 0.13103E+07 0.11957E+07 27 0.10865E+07 0.0000 -0.36906E+06 0.14556E+07 0.13106E+07 36 0.72358E+06 0.69814E-05 -0.55419E+06 0.12778E+07 0.11098E+07 34 0.70022E+06 0.66711E-05 -0.41002E+06 0.11102E+07 0.97238E+06 37 0.53904E+06 0.52117E-05 -0.53262E+06 0.10717E+07 0.92809E+06 39 0.55567E+06 0.53862E-05 -0.72166E+06 0.12773E+07 0.11093E+07 48 0.46653E+06 0.46857E-05 -0.85954E+06 0.13261E+07 0.11651E+07 46 0.45097E+06 0.43861E-05 -0.63664E+06 0.10876E+07 0.94646E+06 Max= 0.24649E+07 0.69814E-05 -0.12909E+06 0.26276E+07 0.25502E+07 Min= 0.45097E+06 -0.13426E-04 -0.85954E+06 0.10717E+07 0.92809E+06


ANNEXES

284



ANNEXES

285



ANNEXES

286



ANNEXES

287

3 0.47585E+07 0.0000 0.0000 0.47585E+07 0.47585E+07 12 0.11300E+08 0.0000 0.0000 0.11300E+08 0.11300E+08 10 0.10841E+08 0.0000 0.0000 0.10841E+08 0.10841E+08 13 0.0000 0.0000 -0.13236E+07 0.13236E+07 0.13236E+07 15 0.0000 0.0000 -0.17826E+07 0.17826E+07 0.17826E+07 24 0.14009E+08 0.0000 0.0000 0.14009E+08 0.14009E+08 22 0.13360E+08 0.0000 0.0000 0.13360E+08 0.13360E+08 25 0.0000 0.0000 -0.38428E+07 0.38428E+07 0.38428E+07 27 0.0000 0.0000 -0.44920E+07 0.44920E+07 0.44920E+07 36 0.11300E+08 0.0000 0.0000 0.11300E+08 0.11300E+08 34 0.10841E+08 0.0000 0.0000 0.10841E+08 0.10841E+08 37 0.0000 0.0000 -0.13236E+07 0.13236E+07 0.13236E+07 39 0.0000 0.0000 -0.17826E+07 0.17826E+07 0.17826E+07 48 0.47585E+07 0.0000 0.0000 0.47585E+07 0.47585E+07 46 0.47585E+07 0.0000 0.0000 0.47585E+07 0.47585E+07 Max= 0.14009E+08 0.0000 0.0000 0.14009E+08 0.14009E+08 Min= 0.0000 0.0000 -0.44920E+07 0.13236E+07 0.13236E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.47585E+07 0.0000 0.0000 0.47585E+07 0.47585E+07 3 0.47585E+07 0.0000 0.0000 0.47585E+07 0.47585E+07 12 0.11300E+08 0.0000 0.0000 0.11300E+08 0.11300E+08 10 0.10841E+08 0.0000 0.0000 0.10841E+08 0.10841E+08 13 0.0000 0.0000 -0.13236E+07 0.13236E+07 0.13236E+07 15 0.0000 0.0000 -0.17826E+07 0.17826E+07 0.17826E+07 24 0.14009E+08 0.0000 0.0000 0.14009E+08 0.14009E+08 22 0.13360E+08 0.0000 0.0000 0.13360E+08 0.13360E+08 25 0.0000 0.0000 -0.38428E+07 0.38428E+07 0.38428E+07 27 0.0000 0.0000 -0.44920E+07 0.44920E+07 0.44920E+07 36 0.11300E+08 0.0000 0.0000 0.11300E+08 0.11300E+08 34 0.10841E+08 0.0000 0.0000 0.10841E+08 0.10841E+08 37 0.0000 0.0000 -0.13236E+07 0.13236E+07 0.13236E+07 39 0.0000 0.0000 -0.17826E+07 0.17826E+07 0.17826E+07 48 0.47585E+07 0.0000 0.0000 0.47585E+07 0.47585E+07 46 0.47585E+07 0.0000 0.0000 0.47585E+07 0.47585E+07 Max= 0.14009E+08 0.0000 0.0000 0.14009E+08 0.14009E+08 Min= 0.0000 0.0000 -0.44920E+07 0.13236E+07 0.13236E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 6 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.47585E+07 0.0000 0.0000 0.47585E+07 0.47585E+07 3 0.47585E+07 0.0000 0.0000 0.47585E+07 0.47585E+07 12 0.24382E+08 0.0000 0.0000 0.24382E+08 0.24382E+08 10 0.23005E+08 0.0000 0.0000 0.23005E+08 0.23005E+08 13 0.0000 0.0000 -0.13488E+08 0.13488E+08 0.13488E+08 15 0.0000 0.0000 -0.14865E+08 0.14865E+08 0.14865E+08 24 0.32510E+08 0.0000 0.0000 0.32510E+08 0.32510E+08 22 0.30563E+08 0.0000 0.0000 0.30563E+08 0.30563E+08 25 0.0000 0.0000 -0.21046E+08 0.21046E+08 0.21046E+08 27 0.0000 0.0000 -0.22993E+08 0.22993E+08 0.22993E+08 36 0.24382E+08 0.0000 0.0000 0.24382E+08 0.24382E+08 34 0.23005E+08 0.0000 0.0000 0.23005E+08 0.23005E+08 37 0.0000 0.0000 -0.13488E+08 0.13488E+08 0.13488E+08 39 0.0000 0.0000 -0.14865E+08 0.14865E+08 0.14865E+08 48 0.47585E+07 0.0000 0.0000 0.47585E+07 0.47585E+07 46 0.47585E+07 0.0000 0.0000 0.47585E+07 0.47585E+07 Max= 0.32510E+08 0.0000 0.0000 0.32510E+08 0.32510E+08 Min= 0.0000 0.0000 -0.22993E+08 0.47585E+07 0.47585E+07 ELEMENT NODE = 2


ANNEXES

288



ANNEXES

289



ANNEXES

290



ANNEXES

291

39 0.0000 0.0000 -0.67194E+08 0.67194E+08 0.67194E+08 48 0.47585E+07 0.0000 0.0000 0.47585E+07 0.47585E+07 46 0.47585E+07 0.0000 0.0000 0.47585E+07 0.47585E+07 Max= 0.10651E+09 0.0000 0.0000 0.10651E+09 0.10651E+09 Min= 0.0000 0.0000 -0.96997E+08 0.47585E+07 0.47585E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 11 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.47585E+07 0.0000 0.0000 0.47585E+07 0.47585E+07 3 0.47585E+07 0.0000 0.0000 0.47585E+07 0.47585E+07 12 0.89793E+08 0.0000 0.0000 0.89793E+08 0.89793E+08 10 0.83826E+08 0.0000 0.0000 0.83826E+08 0.83826E+08 13 0.0000 0.0000 -0.74309E+08 0.74309E+08 0.74309E+08 15 0.0000 0.0000 -0.80276E+08 0.80276E+08 0.80276E+08 24 0.12502E+09 0.0000 0.0000 0.12502E+09 0.12502E+09 22 0.11658E+09 0.0000 0.0000 0.11658E+09 0.11658E+09 25 0.0000 0.0000 -0.10706E+09 0.10706E+09 0.10706E+09 27 0.0000 0.0000 -0.11550E+09 0.11550E+09 0.11550E+09 36 0.89793E+08 0.0000 0.0000 0.89793E+08 0.89793E+08 34 0.83826E+08 0.0000 0.0000 0.83826E+08 0.83826E+08 37 0.0000 0.0000 -0.74309E+08 0.74309E+08 0.74309E+08 39 0.0000 0.0000 -0.80276E+08 0.80276E+08 0.80276E+08 48 0.47585E+07 0.0000 0.0000 0.47585E+07 0.47585E+07 46 0.47585E+07 0.0000 0.0000 0.47585E+07 0.47585E+07 Max= 0.12502E+09 0.0000 0.0000 0.12502E+09 0.12502E+09 Min= 0.0000 0.0000 -0.11550E+09 0.47585E+07 0.47585E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.47585E+07 0.0000 0.0000 0.47585E+07 0.47585E+07 3 0.47585E+07 0.0000 0.0000 0.47585E+07 0.47585E+07 12 0.89793E+08 0.0000 0.0000 0.89793E+08 0.89793E+08 10 0.83826E+08 0.0000 0.0000 0.83826E+08 0.83826E+08 13 0.0000 0.0000 -0.74309E+08 0.74309E+08 0.74309E+08 15 0.0000 0.0000 -0.80276E+08 0.80276E+08 0.80276E+08 24 0.12502E+09 0.0000 0.0000 0.12502E+09 0.12502E+09 22 0.11658E+09 0.0000 0.0000 0.11658E+09 0.11658E+09 25 0.0000 0.0000 -0.10706E+09 0.10706E+09 0.10706E+09 27 0.0000 0.0000 -0.11550E+09 0.11550E+09 0.11550E+09 36 0.89793E+08 0.0000 0.0000 0.89793E+08 0.89793E+08 34 0.83826E+08 0.0000 0.0000 0.83826E+08 0.83826E+08 37 0.0000 0.0000 -0.74309E+08 0.74309E+08 0.74309E+08 39 0.0000 0.0000 -0.80276E+08 0.80276E+08 0.80276E+08 48 0.47585E+07 0.0000 0.0000 0.47585E+07 0.47585E+07 46 0.47585E+07 0.0000 0.0000 0.47585E+07 0.47585E+07 Max= 0.12502E+09 0.0000 0.0000 0.12502E+09 0.12502E+09 Min= 0.0000 0.0000 -0.11550E+09 0.47585E+07 0.47585E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 12 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.52502E+07 0.52502E+07 0.52502E+07 3 0.0000 0.0000 -0.52502E+07 0.52502E+07 0.52502E+07 12 0.0000 0.0000 -0.87220E+08 0.87220E+08 0.87220E+08 10 0.0000 0.0000 -0.81237E+08 0.81237E+08 0.81237E+08 13 0.70737E+08 0.0000 0.0000 0.70737E+08 0.70737E+08 15 0.76720E+08 0.0000 0.0000 0.76720E+08 0.76720E+08 24 0.0000 0.0000 -0.12117E+09 0.12117E+09 0.12117E+09


ANNEXES

292

22 0.0000 0.0000 -0.11271E+09 0.11271E+09 0.11271E+09 25 0.10221E+09 0.0000 0.0000 0.10221E+09 0.10221E+09 27 0.11067E+09 0.0000 0.0000 0.11067E+09 0.11067E+09 36 0.0000 0.0000 -0.87220E+08 0.87220E+08 0.87220E+08 34 0.0000 0.0000 -0.81237E+08 0.81237E+08 0.81237E+08 37 0.70737E+08 0.0000 0.0000 0.70737E+08 0.70737E+08 39 0.76720E+08 0.0000 0.0000 0.76720E+08 0.76720E+08 48 0.0000 0.0000 -0.52502E+07 0.52502E+07 0.52502E+07 46 0.0000 0.0000 -0.52502E+07 0.52502E+07 0.52502E+07 Max= 0.11067E+09 0.0000 0.0000 0.12117E+09 0.12117E+09 Min= 0.0000 0.0000 -0.12117E+09 0.52502E+07 0.52502E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.52502E+07 0.52502E+07 0.52502E+07 3 0.0000 0.0000 -0.52502E+07 0.52502E+07 0.52502E+07 12 0.0000 0.0000 -0.87220E+08 0.87220E+08 0.87220E+08 10 0.0000 0.0000 -0.81237E+08 0.81237E+08 0.81237E+08 13 0.70737E+08 0.0000 0.0000 0.70737E+08 0.70737E+08 15 0.76720E+08 0.0000 0.0000 0.76720E+08 0.76720E+08 24 0.0000 0.0000 -0.12117E+09 0.12117E+09 0.12117E+09 22 0.0000 0.0000 -0.11271E+09 0.11271E+09 0.11271E+09 25 0.10221E+09 0.0000 0.0000 0.10221E+09 0.10221E+09 27 0.11067E+09 0.0000 0.0000 0.11067E+09 0.11067E+09 36 0.0000 0.0000 -0.87220E+08 0.87220E+08 0.87220E+08 34 0.0000 0.0000 -0.81237E+08 0.81237E+08 0.81237E+08 37 0.70737E+08 0.0000 0.0000 0.70737E+08 0.70737E+08 39 0.76720E+08 0.0000 0.0000 0.76720E+08 0.76720E+08 48 0.0000 0.0000 -0.52502E+07 0.52502E+07 0.52502E+07 46 0.0000 0.0000 -0.52502E+07 0.52502E+07 0.52502E+07 Max= 0.11067E+09 0.0000 0.0000 0.12117E+09 0.12117E+09 Min= 0.0000 0.0000 -0.12117E+09 0.52502E+07 0.52502E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 13 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 3 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 12 0.57372E+08 0.0000 0.0000 0.57372E+08 0.57372E+08 10 0.53298E+08 0.0000 0.0000 0.53298E+08 0.53298E+08 13 0.0000 0.0000 -0.50173E+08 0.50173E+08 0.50173E+08 15 0.0000 0.0000 -0.54247E+08 0.54247E+08 0.54247E+08 24 0.80489E+08 0.0000 0.0000 0.80489E+08 0.80489E+08 22 0.74727E+08 0.0000 0.0000 0.74727E+08 0.74727E+08 25 0.0000 0.0000 -0.71603E+08 0.71603E+08 0.71603E+08 27 0.0000 0.0000 -0.77364E+08 0.77364E+08 0.77364E+08 36 0.57372E+08 0.0000 0.0000 0.57372E+08 0.57372E+08 34 0.53298E+08 0.0000 0.0000 0.53298E+08 0.53298E+08 37 0.0000 0.0000 -0.50173E+08 0.50173E+08 0.50173E+08 39 0.0000 0.0000 -0.54247E+08 0.54247E+08 0.54247E+08 48 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 46 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 Max= 0.80489E+08 0.0000 0.0000 0.80489E+08 0.80489E+08 Min= 0.0000 0.0000 -0.77364E+08 0.15624E+07 0.15624E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 3 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 12 0.57372E+08 0.0000 0.0000 0.57372E+08 0.57372E+08 10 0.53298E+08 0.0000 0.0000 0.53298E+08 0.53298E+08 13 0.0000 0.0000 -0.50173E+08 0.50173E+08 0.50173E+08


ANNEXES

293

15 0.0000 0.0000 -0.54247E+08 0.54247E+08 0.54247E+08 24 0.80489E+08 0.0000 0.0000 0.80489E+08 0.80489E+08 22 0.74727E+08 0.0000 0.0000 0.74727E+08 0.74727E+08 25 0.0000 0.0000 -0.71603E+08 0.71603E+08 0.71603E+08 27 0.0000 0.0000 -0.77364E+08 0.77364E+08 0.77364E+08 36 0.57372E+08 0.0000 0.0000 0.57372E+08 0.57372E+08 34 0.53298E+08 0.0000 0.0000 0.53298E+08 0.53298E+08 37 0.0000 0.0000 -0.50173E+08 0.50173E+08 0.50173E+08 39 0.0000 0.0000 -0.54247E+08 0.54247E+08 0.54247E+08 48 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 46 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 Max= 0.80489E+08 0.0000 0.0000 0.80489E+08 0.80489E+08 Min= 0.0000 0.0000 -0.77364E+08 0.15624E+07 0.15624E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 14 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 3 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 12 0.29927E+08 0.0000 0.0000 0.29927E+08 0.29927E+08 10 0.27856E+08 0.0000 0.0000 0.27856E+08 0.27856E+08 13 0.0000 0.0000 -0.24731E+08 0.24731E+08 0.24731E+08 15 0.0000 0.0000 -0.26802E+08 0.26802E+08 0.26802E+08 24 0.41675E+08 0.0000 0.0000 0.41675E+08 0.41675E+08 22 0.38747E+08 0.0000 0.0000 0.38747E+08 0.38747E+08 25 0.0000 0.0000 -0.35623E+08 0.35623E+08 0.35623E+08 27 0.0000 0.0000 -0.38551E+08 0.38551E+08 0.38551E+08 36 0.29927E+08 0.0000 0.0000 0.29927E+08 0.29927E+08 34 0.27856E+08 0.0000 0.0000 0.27856E+08 0.27856E+08 37 0.0000 0.0000 -0.24731E+08 0.24731E+08 0.24731E+08 39 0.0000 0.0000 -0.26802E+08 0.26802E+08 0.26802E+08 48 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 46 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 Max= 0.41675E+08 0.0000 0.0000 0.41675E+08 0.41675E+08 Min= 0.0000 0.0000 -0.38551E+08 0.15624E+07 0.15624E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 3 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 12 0.29927E+08 0.0000 0.0000 0.29927E+08 0.29927E+08 10 0.27856E+08 0.0000 0.0000 0.27856E+08 0.27856E+08 13 0.0000 0.0000 -0.24731E+08 0.24731E+08 0.24731E+08 15 0.0000 0.0000 -0.26802E+08 0.26802E+08 0.26802E+08 24 0.41675E+08 0.0000 0.0000 0.41675E+08 0.41675E+08 22 0.38747E+08 0.0000 0.0000 0.38747E+08 0.38747E+08 25 0.0000 0.0000 -0.35623E+08 0.35623E+08 0.35623E+08 27 0.0000 0.0000 -0.38551E+08 0.38551E+08 0.38551E+08 36 0.29927E+08 0.0000 0.0000 0.29927E+08 0.29927E+08 34 0.27856E+08 0.0000 0.0000 0.27856E+08 0.27856E+08 37 0.0000 0.0000 -0.24731E+08 0.24731E+08 0.24731E+08 39 0.0000 0.0000 -0.26802E+08 0.26802E+08 0.26802E+08 48 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 46 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 Max= 0.41675E+08 0.0000 0.0000 0.41675E+08 0.41675E+08 Min= 0.0000 0.0000 -0.38551E+08 0.15624E+07 0.15624E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 15 SECTION ID = 7 ELEMENT NODE = 1


ANNEXES

294

SEC NODE S1 S2 S3 SINT SEQV 1 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 3 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 12 0.24816E+07 0.0000 0.0000 0.24816E+07 0.24816E+07 10 0.24145E+07 0.0000 0.0000 0.24145E+07 0.24145E+07 13 0.71034E+06 0.0000 0.0000 0.71034E+06 0.71034E+06 15 0.64325E+06 0.0000 0.0000 0.64325E+06 0.64325E+06 24 0.28623E+07 0.0000 0.0000 0.28623E+07 0.28623E+07 22 0.27675E+07 0.0000 0.0000 0.27675E+07 0.27675E+07 25 0.35740E+06 0.0000 0.0000 0.35740E+06 0.35740E+06 27 0.26251E+06 0.0000 0.0000 0.26251E+06 0.26251E+06 36 0.24816E+07 0.0000 0.0000 0.24816E+07 0.24816E+07 34 0.24145E+07 0.0000 0.0000 0.24145E+07 0.24145E+07 37 0.71034E+06 0.0000 0.0000 0.71034E+06 0.71034E+06 39 0.64325E+06 0.0000 0.0000 0.64325E+06 0.64325E+06 48 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 46 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 Max= 0.28623E+07 0.0000 0.0000 0.28623E+07 0.28623E+07 Min= 0.26251E+06 0.0000 0.0000 0.26251E+06 0.26251E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 3 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 12 0.24816E+07 0.0000 0.0000 0.24816E+07 0.24816E+07 10 0.24145E+07 0.0000 0.0000 0.24145E+07 0.24145E+07 13 0.71034E+06 0.0000 0.0000 0.71034E+06 0.71034E+06 15 0.64325E+06 0.0000 0.0000 0.64325E+06 0.64325E+06 24 0.28623E+07 0.0000 0.0000 0.28623E+07 0.28623E+07 22 0.27675E+07 0.0000 0.0000 0.27675E+07 0.27675E+07 25 0.35740E+06 0.0000 0.0000 0.35740E+06 0.35740E+06 27 0.26251E+06 0.0000 0.0000 0.26251E+06 0.26251E+06 36 0.24816E+07 0.0000 0.0000 0.24816E+07 0.24816E+07 34 0.24145E+07 0.0000 0.0000 0.24145E+07 0.24145E+07 37 0.71034E+06 0.0000 0.0000 0.71034E+06 0.71034E+06 39 0.64325E+06 0.0000 0.0000 0.64325E+06 0.64325E+06 48 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 46 0.15624E+07 0.0000 0.0000 0.15624E+07 0.15624E+07 Max= 0.28623E+07 0.0000 0.0000 0.28623E+07 0.28623E+07 Min= 0.26251E+06 0.0000 0.0000 0.26251E+06 0.26251E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 16 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 3 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 12 0.0000 0.0000 -0.74083E+08 0.74083E+08 0.74083E+08 10 0.0000 0.0000 -0.68484E+08 0.68484E+08 0.68484E+08 13 0.79886E+08 0.0000 0.0000 0.79886E+08 0.79886E+08 15 0.85485E+08 0.0000 0.0000 0.85485E+08 0.85485E+08 24 0.0000 0.0000 -0.10713E+09 0.10713E+09 0.10713E+09 22 0.0000 0.0000 -0.99212E+08 0.99212E+08 0.99212E+08 25 0.11061E+09 0.0000 0.0000 0.11061E+09 0.11061E+09 27 0.11853E+09 0.0000 0.0000 0.11853E+09 0.11853E+09 36 0.0000 0.0000 -0.74083E+08 0.74083E+08 0.74083E+08 34 0.0000 0.0000 -0.68484E+08 0.68484E+08 0.68484E+08 37 0.79886E+08 0.0000 0.0000 0.79886E+08 0.79886E+08 39 0.85485E+08 0.0000 0.0000 0.85485E+08 0.85485E+08 48 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 46 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 Max= 0.11853E+09 0.0000 0.0000 0.11853E+09 0.11853E+09 Min= 0.0000 0.0000 -0.10713E+09 0.57011E+07 0.57011E+07


ANNEXES

295

ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 3 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 12 0.0000 0.0000 -0.74083E+08 0.74083E+08 0.74083E+08 10 0.0000 0.0000 -0.68484E+08 0.68484E+08 0.68484E+08 13 0.79886E+08 0.0000 0.0000 0.79886E+08 0.79886E+08 15 0.85485E+08 0.0000 0.0000 0.85485E+08 0.85485E+08 24 0.0000 0.0000 -0.10713E+09 0.10713E+09 0.10713E+09 22 0.0000 0.0000 -0.99212E+08 0.99212E+08 0.99212E+08 25 0.11061E+09 0.0000 0.0000 0.11061E+09 0.11061E+09 27 0.11853E+09 0.0000 0.0000 0.11853E+09 0.11853E+09 36 0.0000 0.0000 -0.74083E+08 0.74083E+08 0.74083E+08 34 0.0000 0.0000 -0.68484E+08 0.68484E+08 0.68484E+08 37 0.79886E+08 0.0000 0.0000 0.79886E+08 0.79886E+08 39 0.85485E+08 0.0000 0.0000 0.85485E+08 0.85485E+08 48 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 46 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 Max= 0.11853E+09 0.0000 0.0000 0.11853E+09 0.11853E+09 Min= 0.0000 0.0000 -0.10713E+09 0.57011E+07 0.57011E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 17 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 3 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 12 0.0000 0.0000 -0.10396E+09 0.10396E+09 0.10396E+09 10 0.0000 0.0000 -0.96268E+08 0.96268E+08 0.96268E+08 13 0.10767E+09 0.0000 0.0000 0.10767E+09 0.10767E+09 15 0.11537E+09 0.0000 0.0000 0.11537E+09 0.11537E+09 24 0.0000 0.0000 -0.14939E+09 0.14939E+09 0.14939E+09 22 0.0000 0.0000 -0.13851E+09 0.13851E+09 0.13851E+09 25 0.14991E+09 0.0000 0.0000 0.14991E+09 0.14991E+09 27 0.16079E+09 0.0000 0.0000 0.16079E+09 0.16079E+09 36 0.0000 0.0000 -0.10396E+09 0.10396E+09 0.10396E+09 34 0.0000 0.0000 -0.96268E+08 0.96268E+08 0.96268E+08 37 0.10767E+09 0.0000 0.0000 0.10767E+09 0.10767E+09 39 0.11537E+09 0.0000 0.0000 0.11537E+09 0.11537E+09 48 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 46 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 Max= 0.16079E+09 0.0000 0.0000 0.16079E+09 0.16079E+09 Min= 0.0000 0.0000 -0.14939E+09 0.57011E+07 0.57011E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 3 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 12 0.0000 0.0000 -0.10396E+09 0.10396E+09 0.10396E+09 10 0.0000 0.0000 -0.96268E+08 0.96268E+08 0.96268E+08 13 0.10767E+09 0.0000 0.0000 0.10767E+09 0.10767E+09 15 0.11537E+09 0.0000 0.0000 0.11537E+09 0.11537E+09 24 0.0000 0.0000 -0.14939E+09 0.14939E+09 0.14939E+09 22 0.0000 0.0000 -0.13851E+09 0.13851E+09 0.13851E+09 25 0.14991E+09 0.0000 0.0000 0.14991E+09 0.14991E+09 27 0.16079E+09 0.0000 0.0000 0.16079E+09 0.16079E+09 36 0.0000 0.0000 -0.10396E+09 0.10396E+09 0.10396E+09 34 0.0000 0.0000 -0.96268E+08 0.96268E+08 0.96268E+08 37 0.10767E+09 0.0000 0.0000 0.10767E+09 0.10767E+09 39 0.11537E+09 0.0000 0.0000 0.11537E+09 0.11537E+09 48 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 46 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 Max= 0.16079E+09 0.0000 0.0000 0.16079E+09 0.16079E+09


ANNEXES

296

Min= 0.0000 0.0000 -0.14939E+09 0.57011E+07 0.57011E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 18 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 3 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 12 0.0000 0.0000 -0.13385E+09 0.13385E+09 0.13385E+09 10 0.0000 0.0000 -0.12405E+09 0.12405E+09 0.12405E+09 13 0.13545E+09 0.0000 0.0000 0.13545E+09 0.13545E+09 15 0.14525E+09 0.0000 0.0000 0.14525E+09 0.14525E+09 24 0.0000 0.0000 -0.19165E+09 0.19165E+09 0.19165E+09 22 0.0000 0.0000 -0.17780E+09 0.17780E+09 0.17780E+09 25 0.18920E+09 0.0000 0.0000 0.18920E+09 0.18920E+09 27 0.20305E+09 0.0000 0.0000 0.20305E+09 0.20305E+09 36 0.0000 0.0000 -0.13385E+09 0.13385E+09 0.13385E+09 34 0.0000 0.0000 -0.12405E+09 0.12405E+09 0.12405E+09 37 0.13545E+09 0.0000 0.0000 0.13545E+09 0.13545E+09 39 0.14525E+09 0.0000 0.0000 0.14525E+09 0.14525E+09 48 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 46 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 Max= 0.20305E+09 0.0000 0.0000 0.20305E+09 0.20305E+09 Min= 0.0000 0.0000 -0.19165E+09 0.57011E+07 0.57011E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 3 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 12 0.0000 0.0000 -0.13385E+09 0.13385E+09 0.13385E+09 10 0.0000 0.0000 -0.12405E+09 0.12405E+09 0.12405E+09 13 0.13545E+09 0.0000 0.0000 0.13545E+09 0.13545E+09 15 0.14525E+09 0.0000 0.0000 0.14525E+09 0.14525E+09 24 0.0000 0.0000 -0.19165E+09 0.19165E+09 0.19165E+09 22 0.0000 0.0000 -0.17780E+09 0.17780E+09 0.17780E+09 25 0.18920E+09 0.0000 0.0000 0.18920E+09 0.18920E+09 27 0.20305E+09 0.0000 0.0000 0.20305E+09 0.20305E+09 36 0.0000 0.0000 -0.13385E+09 0.13385E+09 0.13385E+09 34 0.0000 0.0000 -0.12405E+09 0.12405E+09 0.12405E+09 37 0.13545E+09 0.0000 0.0000 0.13545E+09 0.13545E+09 39 0.14525E+09 0.0000 0.0000 0.14525E+09 0.14525E+09 48 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 46 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 Max= 0.20305E+09 0.0000 0.0000 0.20305E+09 0.20305E+09 Min= 0.0000 0.0000 -0.19165E+09 0.57011E+07 0.57011E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 19 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 3 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 12 0.0000 0.0000 -0.16373E+09 0.16373E+09 0.16373E+09 10 0.0000 0.0000 -0.15184E+09 0.15184E+09 0.15184E+09 13 0.16324E+09 0.0000 0.0000 0.16324E+09 0.16324E+09 15 0.17513E+09 0.0000 0.0000 0.17513E+09 0.17513E+09 24 0.0000 0.0000 -0.23391E+09 0.23391E+09 0.23391E+09 22 0.0000 0.0000 -0.21709E+09 0.21709E+09 0.21709E+09 25 0.22849E+09 0.0000 0.0000 0.22849E+09 0.22849E+09 27 0.24531E+09 0.0000 0.0000 0.24531E+09 0.24531E+09 36 0.0000 0.0000 -0.16373E+09 0.16373E+09 0.16373E+09 34 0.0000 0.0000 -0.15184E+09 0.15184E+09 0.15184E+09 37 0.16324E+09 0.0000 0.0000 0.16324E+09 0.16324E+09


ANNEXES

297

39 0.17513E+09 0.0000 0.0000 0.17513E+09 0.17513E+09 48 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 46 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 Max= 0.24531E+09 0.0000 0.0000 0.24531E+09 0.24531E+09 Min= 0.0000 0.0000 -0.23391E+09 0.57011E+07 0.57011E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 3 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 12 0.0000 0.0000 -0.16373E+09 0.16373E+09 0.16373E+09 10 0.0000 0.0000 -0.15184E+09 0.15184E+09 0.15184E+09 13 0.16324E+09 0.0000 0.0000 0.16324E+09 0.16324E+09 15 0.17513E+09 0.0000 0.0000 0.17513E+09 0.17513E+09 24 0.0000 0.0000 -0.23391E+09 0.23391E+09 0.23391E+09 22 0.0000 0.0000 -0.21709E+09 0.21709E+09 0.21709E+09 25 0.22849E+09 0.0000 0.0000 0.22849E+09 0.22849E+09 27 0.24531E+09 0.0000 0.0000 0.24531E+09 0.24531E+09 36 0.0000 0.0000 -0.16373E+09 0.16373E+09 0.16373E+09 34 0.0000 0.0000 -0.15184E+09 0.15184E+09 0.15184E+09 37 0.16324E+09 0.0000 0.0000 0.16324E+09 0.16324E+09 39 0.17513E+09 0.0000 0.0000 0.17513E+09 0.17513E+09 48 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 46 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 Max= 0.24531E+09 0.0000 0.0000 0.24531E+09 0.24531E+09 Min= 0.0000 0.0000 -0.23391E+09 0.57011E+07 0.57011E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 20 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 3 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 12 0.0000 0.0000 -0.19361E+09 0.19361E+09 0.19361E+09 10 0.0000 0.0000 -0.17962E+09 0.17962E+09 0.17962E+09 13 0.19102E+09 0.0000 0.0000 0.19102E+09 0.19102E+09 15 0.20501E+09 0.0000 0.0000 0.20501E+09 0.20501E+09 24 0.0000 0.0000 -0.27616E+09 0.27616E+09 0.27616E+09 22 0.0000 0.0000 -0.25638E+09 0.25638E+09 0.25638E+09 25 0.26779E+09 0.0000 0.0000 0.26779E+09 0.26779E+09 27 0.28757E+09 0.0000 0.0000 0.28757E+09 0.28757E+09 36 0.0000 0.0000 -0.19361E+09 0.19361E+09 0.19361E+09 34 0.0000 0.0000 -0.17962E+09 0.17962E+09 0.17962E+09 37 0.19102E+09 0.0000 0.0000 0.19102E+09 0.19102E+09 39 0.20501E+09 0.0000 0.0000 0.20501E+09 0.20501E+09 48 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 46 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 Max= 0.28757E+09 0.0000 0.0000 0.28757E+09 0.28757E+09 Min= 0.0000 0.0000 -0.27616E+09 0.57011E+07 0.57011E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 3 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 12 0.0000 0.0000 -0.19361E+09 0.19361E+09 0.19361E+09 10 0.0000 0.0000 -0.17962E+09 0.17962E+09 0.17962E+09 13 0.19102E+09 0.0000 0.0000 0.19102E+09 0.19102E+09 15 0.20501E+09 0.0000 0.0000 0.20501E+09 0.20501E+09 24 0.0000 0.0000 -0.27616E+09 0.27616E+09 0.27616E+09 22 0.0000 0.0000 -0.25638E+09 0.25638E+09 0.25638E+09 25 0.26779E+09 0.0000 0.0000 0.26779E+09 0.26779E+09 27 0.28757E+09 0.0000 0.0000 0.28757E+09 0.28757E+09 36 0.0000 0.0000 -0.19361E+09 0.19361E+09 0.19361E+09


ANNEXES

298

34 0.0000 0.0000 -0.17962E+09 0.17962E+09 0.17962E+09 37 0.19102E+09 0.0000 0.0000 0.19102E+09 0.19102E+09 39 0.20501E+09 0.0000 0.0000 0.20501E+09 0.20501E+09 48 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 46 0.57011E+07 0.0000 0.0000 0.57011E+07 0.57011E+07 Max= 0.28757E+09 0.0000 0.0000 0.28757E+09 0.28757E+09 Min= 0.0000 0.0000 -0.27616E+09 0.57011E+07 0.57011E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 21 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.33563E+07 0.0000 0.0000 0.33563E+07 0.33563E+07 3 0.33563E+07 0.0000 0.0000 0.33563E+07 0.33563E+07 12 0.0000 0.0000 -0.19829E+09 0.19829E+09 0.19829E+09 10 0.0000 0.0000 -0.18414E+09 0.18414E+09 0.18414E+09 13 0.19085E+09 0.0000 0.0000 0.19085E+09 0.19085E+09 15 0.20501E+09 0.0000 0.0000 0.20501E+09 0.20501E+09 24 0.0000 0.0000 -0.28182E+09 0.28182E+09 0.28182E+09 22 0.0000 0.0000 -0.26181E+09 0.26181E+09 0.26181E+09 25 0.26852E+09 0.0000 0.0000 0.26852E+09 0.26852E+09 27 0.28853E+09 0.0000 0.0000 0.28853E+09 0.28853E+09 36 0.0000 0.0000 -0.19829E+09 0.19829E+09 0.19829E+09 34 0.0000 0.0000 -0.18414E+09 0.18414E+09 0.18414E+09 37 0.19085E+09 0.0000 0.0000 0.19085E+09 0.19085E+09 39 0.20501E+09 0.0000 0.0000 0.20501E+09 0.20501E+09 48 0.33563E+07 0.0000 0.0000 0.33563E+07 0.33563E+07 46 0.33563E+07 0.0000 0.0000 0.33563E+07 0.33563E+07 Max= 0.28853E+09 0.0000 0.0000 0.28853E+09 0.28853E+09 Min= 0.0000 0.0000 -0.28182E+09 0.33563E+07 0.33563E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.33563E+07 0.0000 0.0000 0.33563E+07 0.33563E+07 3 0.33563E+07 0.0000 0.0000 0.33563E+07 0.33563E+07 12 0.0000 0.0000 -0.19829E+09 0.19829E+09 0.19829E+09 10 0.0000 0.0000 -0.18414E+09 0.18414E+09 0.18414E+09 13 0.19085E+09 0.0000 0.0000 0.19085E+09 0.19085E+09 15 0.20501E+09 0.0000 0.0000 0.20501E+09 0.20501E+09 24 0.0000 0.0000 -0.28182E+09 0.28182E+09 0.28182E+09 22 0.0000 0.0000 -0.26181E+09 0.26181E+09 0.26181E+09 25 0.26852E+09 0.0000 0.0000 0.26852E+09 0.26852E+09 27 0.28853E+09 0.0000 0.0000 0.28853E+09 0.28853E+09 36 0.0000 0.0000 -0.19829E+09 0.19829E+09 0.19829E+09 34 0.0000 0.0000 -0.18414E+09 0.18414E+09 0.18414E+09 37 0.19085E+09 0.0000 0.0000 0.19085E+09 0.19085E+09 39 0.20501E+09 0.0000 0.0000 0.20501E+09 0.20501E+09 48 0.33563E+07 0.0000 0.0000 0.33563E+07 0.33563E+07 46 0.33563E+07 0.0000 0.0000 0.33563E+07 0.33563E+07 Max= 0.28853E+09 0.0000 0.0000 0.28853E+09 0.28853E+09 Min= 0.0000 0.0000 -0.28182E+09 0.33563E+07 0.33563E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 22 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.33563E+07 0.0000 0.0000 0.33563E+07 0.33563E+07 3 0.33563E+07 0.0000 0.0000 0.33563E+07 0.33563E+07 12 0.0000 0.0000 -0.17309E+09 0.17309E+09 0.17309E+09 10 0.0000 0.0000 -0.16071E+09 0.16071E+09 0.16071E+09 13 0.16742E+09 0.0000 0.0000 0.16742E+09 0.16742E+09


ANNEXES

299

15 0.17981E+09 0.0000 0.0000 0.17981E+09 0.17981E+09 24 0.0000 0.0000 -0.24618E+09 0.24618E+09 0.24618E+09 22 0.0000 0.0000 -0.22867E+09 0.22867E+09 0.22867E+09 25 0.23538E+09 0.0000 0.0000 0.23538E+09 0.23538E+09 27 0.25290E+09 0.0000 0.0000 0.25290E+09 0.25290E+09 36 0.0000 0.0000 -0.17309E+09 0.17309E+09 0.17309E+09 34 0.0000 0.0000 -0.16071E+09 0.16071E+09 0.16071E+09 37 0.16742E+09 0.0000 0.0000 0.16742E+09 0.16742E+09 39 0.17981E+09 0.0000 0.0000 0.17981E+09 0.17981E+09 48 0.33563E+07 0.0000 0.0000 0.33563E+07 0.33563E+07 46 0.33563E+07 0.0000 0.0000 0.33563E+07 0.33563E+07 Max= 0.25290E+09 0.0000 0.0000 0.25290E+09 0.25290E+09 Min= 0.0000 0.0000 -0.24618E+09 0.33563E+07 0.33563E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.33563E+07 0.0000 0.0000 0.33563E+07 0.33563E+07 3 0.33563E+07 0.0000 0.0000 0.33563E+07 0.33563E+07 12 0.0000 0.0000 -0.17309E+09 0.17309E+09 0.17309E+09 10 0.0000 0.0000 -0.16071E+09 0.16071E+09 0.16071E+09 13 0.16742E+09 0.0000 0.0000 0.16742E+09 0.16742E+09 15 0.17981E+09 0.0000 0.0000 0.17981E+09 0.17981E+09 24 0.0000 0.0000 -0.24618E+09 0.24618E+09 0.24618E+09 22 0.0000 0.0000 -0.22867E+09 0.22867E+09 0.22867E+09 25 0.23538E+09 0.0000 0.0000 0.23538E+09 0.23538E+09 27 0.25290E+09 0.0000 0.0000 0.25290E+09 0.25290E+09 36 0.0000 0.0000 -0.17309E+09 0.17309E+09 0.17309E+09 34 0.0000 0.0000 -0.16071E+09 0.16071E+09 0.16071E+09 37 0.16742E+09 0.0000 0.0000 0.16742E+09 0.16742E+09 39 0.17981E+09 0.0000 0.0000 0.17981E+09 0.17981E+09 48 0.33563E+07 0.0000 0.0000 0.33563E+07 0.33563E+07 46 0.33563E+07 0.0000 0.0000 0.33563E+07 0.33563E+07 Max= 0.25290E+09 0.0000 0.0000 0.25290E+09 0.25290E+09 Min= 0.0000 0.0000 -0.24618E+09 0.33563E+07 0.33563E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 23 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 3 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 12 0.0000 0.0000 -0.11029E+09 0.11029E+09 0.11029E+09 10 0.0000 0.0000 -0.10245E+09 0.10245E+09 0.10245E+09 13 0.10535E+09 0.0000 0.0000 0.10535E+09 0.10535E+09 15 0.11319E+09 0.0000 0.0000 0.11319E+09 0.11319E+09 24 0.0000 0.0000 -0.15657E+09 0.15657E+09 0.15657E+09 22 0.0000 0.0000 -0.14548E+09 0.14548E+09 0.14548E+09 25 0.14839E+09 0.0000 0.0000 0.14839E+09 0.14839E+09 27 0.15948E+09 0.0000 0.0000 0.15948E+09 0.15948E+09 36 0.0000 0.0000 -0.11029E+09 0.11029E+09 0.11029E+09 34 0.0000 0.0000 -0.10245E+09 0.10245E+09 0.10245E+09 37 0.10535E+09 0.0000 0.0000 0.10535E+09 0.10535E+09 39 0.11319E+09 0.0000 0.0000 0.11319E+09 0.11319E+09 48 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 46 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 Max= 0.15948E+09 0.0000 0.0000 0.15948E+09 0.15948E+09 Min= 0.0000 0.0000 -0.15657E+09 0.14528E+07 0.14528E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 3 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 12 0.0000 0.0000 -0.11029E+09 0.11029E+09 0.11029E+09


ANNEXES

300

10 0.0000 0.0000 -0.10245E+09 0.10245E+09 0.10245E+09 13 0.10535E+09 0.0000 0.0000 0.10535E+09 0.10535E+09 15 0.11319E+09 0.0000 0.0000 0.11319E+09 0.11319E+09 24 0.0000 0.0000 -0.15657E+09 0.15657E+09 0.15657E+09 22 0.0000 0.0000 -0.14548E+09 0.14548E+09 0.14548E+09 25 0.14839E+09 0.0000 0.0000 0.14839E+09 0.14839E+09 27 0.15948E+09 0.0000 0.0000 0.15948E+09 0.15948E+09 36 0.0000 0.0000 -0.11029E+09 0.11029E+09 0.11029E+09 34 0.0000 0.0000 -0.10245E+09 0.10245E+09 0.10245E+09 37 0.10535E+09 0.0000 0.0000 0.10535E+09 0.10535E+09 39 0.11319E+09 0.0000 0.0000 0.11319E+09 0.11319E+09 48 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 46 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 Max= 0.15948E+09 0.0000 0.0000 0.15948E+09 0.15948E+09 Min= 0.0000 0.0000 -0.15657E+09 0.14528E+07 0.14528E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 24 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 3 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 12 0.0000 0.0000 -0.74791E+08 0.74791E+08 0.74791E+08 10 0.0000 0.0000 -0.69441E+08 0.69441E+08 0.69441E+08 13 0.72346E+08 0.0000 0.0000 0.72346E+08 0.72346E+08 15 0.77697E+08 0.0000 0.0000 0.77697E+08 0.77697E+08 24 0.0000 0.0000 -0.10637E+09 0.10637E+09 0.10637E+09 22 0.0000 0.0000 -0.98805E+08 0.98805E+08 0.98805E+08 25 0.10171E+09 0.0000 0.0000 0.10171E+09 0.10171E+09 27 0.10928E+09 0.0000 0.0000 0.10928E+09 0.10928E+09 36 0.0000 0.0000 -0.74791E+08 0.74791E+08 0.74791E+08 34 0.0000 0.0000 -0.69441E+08 0.69441E+08 0.69441E+08 37 0.72346E+08 0.0000 0.0000 0.72346E+08 0.72346E+08 39 0.77697E+08 0.0000 0.0000 0.77697E+08 0.77697E+08 48 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 46 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 Max= 0.10928E+09 0.0000 0.0000 0.10928E+09 0.10928E+09 Min= 0.0000 0.0000 -0.10637E+09 0.14528E+07 0.14528E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 3 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 12 0.0000 0.0000 -0.74791E+08 0.74791E+08 0.74791E+08 10 0.0000 0.0000 -0.69441E+08 0.69441E+08 0.69441E+08 13 0.72346E+08 0.0000 0.0000 0.72346E+08 0.72346E+08 15 0.77697E+08 0.0000 0.0000 0.77697E+08 0.77697E+08 24 0.0000 0.0000 -0.10637E+09 0.10637E+09 0.10637E+09 22 0.0000 0.0000 -0.98805E+08 0.98805E+08 0.98805E+08 25 0.10171E+09 0.0000 0.0000 0.10171E+09 0.10171E+09 27 0.10928E+09 0.0000 0.0000 0.10928E+09 0.10928E+09 36 0.0000 0.0000 -0.74791E+08 0.74791E+08 0.74791E+08 34 0.0000 0.0000 -0.69441E+08 0.69441E+08 0.69441E+08 37 0.72346E+08 0.0000 0.0000 0.72346E+08 0.72346E+08 39 0.77697E+08 0.0000 0.0000 0.77697E+08 0.77697E+08 48 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 46 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 Max= 0.10928E+09 0.0000 0.0000 0.10928E+09 0.10928E+09 Min= 0.0000 0.0000 -0.10637E+09 0.14528E+07 0.14528E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 25 SECTION ID = 2


ANNEXES

301

ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 3 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 12 0.0000 0.0000 -0.39296E+08 0.39296E+08 0.39296E+08 10 0.0000 0.0000 -0.36436E+08 0.36436E+08 0.36436E+08 13 0.39342E+08 0.0000 0.0000 0.39342E+08 0.39342E+08 15 0.42201E+08 0.0000 0.0000 0.42201E+08 0.42201E+08 24 0.0000 0.0000 -0.56174E+08 0.56174E+08 0.56174E+08 22 0.0000 0.0000 -0.52130E+08 0.52130E+08 0.52130E+08 25 0.55036E+08 0.0000 0.0000 0.55036E+08 0.55036E+08 27 0.59080E+08 0.0000 0.0000 0.59080E+08 0.59080E+08 36 0.0000 0.0000 -0.39296E+08 0.39296E+08 0.39296E+08 34 0.0000 0.0000 -0.36436E+08 0.36436E+08 0.36436E+08 37 0.39342E+08 0.0000 0.0000 0.39342E+08 0.39342E+08 39 0.42201E+08 0.0000 0.0000 0.42201E+08 0.42201E+08 48 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 46 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 Max= 0.59080E+08 0.0000 0.0000 0.59080E+08 0.59080E+08 Min= 0.0000 0.0000 -0.56174E+08 0.14528E+07 0.14528E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 3 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 12 0.0000 0.0000 -0.39296E+08 0.39296E+08 0.39296E+08 10 0.0000 0.0000 -0.36436E+08 0.36436E+08 0.36436E+08 13 0.39342E+08 0.0000 0.0000 0.39342E+08 0.39342E+08 15 0.42201E+08 0.0000 0.0000 0.42201E+08 0.42201E+08 24 0.0000 0.0000 -0.56174E+08 0.56174E+08 0.56174E+08 22 0.0000 0.0000 -0.52130E+08 0.52130E+08 0.52130E+08 25 0.55036E+08 0.0000 0.0000 0.55036E+08 0.55036E+08 27 0.59080E+08 0.0000 0.0000 0.59080E+08 0.59080E+08 36 0.0000 0.0000 -0.39296E+08 0.39296E+08 0.39296E+08 34 0.0000 0.0000 -0.36436E+08 0.36436E+08 0.36436E+08 37 0.39342E+08 0.0000 0.0000 0.39342E+08 0.39342E+08 39 0.42201E+08 0.0000 0.0000 0.42201E+08 0.42201E+08 48 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 46 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 Max= 0.59080E+08 0.0000 0.0000 0.59080E+08 0.59080E+08 Min= 0.0000 0.0000 -0.56174E+08 0.14528E+07 0.14528E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 26 SECTION ID = 2 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 3 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 12 0.0000 0.0000 -0.38000E+07 0.38000E+07 0.38000E+07 10 0.0000 0.0000 -0.34314E+07 0.34314E+07 0.34314E+07 13 0.63370E+07 0.0000 0.0000 0.63370E+07 0.63370E+07 15 0.67057E+07 0.0000 0.0000 0.67057E+07 0.67057E+07 24 0.0000 0.0000 -0.59758E+07 0.59758E+07 0.59758E+07 22 0.0000 0.0000 -0.54545E+07 0.54545E+07 0.54545E+07 25 0.83601E+07 0.0000 0.0000 0.83601E+07 0.83601E+07 27 0.88815E+07 0.0000 0.0000 0.88815E+07 0.88815E+07 36 0.0000 0.0000 -0.38000E+07 0.38000E+07 0.38000E+07 34 0.0000 0.0000 -0.34314E+07 0.34314E+07 0.34314E+07 37 0.63370E+07 0.0000 0.0000 0.63370E+07 0.63370E+07 39 0.67057E+07 0.0000 0.0000 0.67057E+07 0.67057E+07 48 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 46 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 Max= 0.88815E+07 0.0000 0.0000 0.88815E+07 0.88815E+07


ANNEXES

302

Min= 0.0000 0.0000 -0.59758E+07 0.14528E+07 0.14528E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 3 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 12 0.0000 0.0000 -0.38000E+07 0.38000E+07 0.38000E+07 10 0.0000 0.0000 -0.34314E+07 0.34314E+07 0.34314E+07 13 0.63370E+07 0.0000 0.0000 0.63370E+07 0.63370E+07 15 0.67057E+07 0.0000 0.0000 0.67057E+07 0.67057E+07 24 0.0000 0.0000 -0.59758E+07 0.59758E+07 0.59758E+07 22 0.0000 0.0000 -0.54545E+07 0.54545E+07 0.54545E+07 25 0.83601E+07 0.0000 0.0000 0.83601E+07 0.83601E+07 27 0.88815E+07 0.0000 0.0000 0.88815E+07 0.88815E+07 36 0.0000 0.0000 -0.38000E+07 0.38000E+07 0.38000E+07 34 0.0000 0.0000 -0.34314E+07 0.34314E+07 0.34314E+07 37 0.63370E+07 0.0000 0.0000 0.63370E+07 0.63370E+07 39 0.67057E+07 0.0000 0.0000 0.67057E+07 0.67057E+07 48 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 46 0.14528E+07 0.0000 0.0000 0.14528E+07 0.14528E+07 Max= 0.88815E+07 0.0000 0.0000 0.88815E+07 0.88815E+07 Min= 0.0000 0.0000 -0.59758E+07 0.14528E+07 0.14528E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 29 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.69847E+08 -0.37784 -13836. 0.69861E+08 0.69854E+08 3 0.80206E+08 -0.42030 -16400. 0.80222E+08 0.80214E+08 12 0.61428E+08 -0.18849 -21414. 0.61450E+08 0.61439E+08 10 0.53752E+08 -0.17193 -17979. 0.53770E+08 0.53761E+08 13 0.49554E+08 -0.13462 -19502. 0.49574E+08 0.49564E+08 15 0.56531E+08 -0.14680 -23269. 0.56554E+08 0.56542E+08 24 0.11279E+08 0.0000 -0.11662E+06 0.11396E+08 0.11338E+08 22 0.10758E+08 0.0000 -89837. 0.10847E+08 0.10803E+08 25 0.49251E+07 0.0000 -0.19623E+06 0.51214E+07 0.50261E+07 27 0.45247E+07 0.0000 -0.29072E+06 0.48154E+07 0.46769E+07 36 31972. 0.56745E-01 -0.41143E+08 0.41175E+08 0.41159E+08 34 28286. 0.44227E-01 -0.34166E+08 0.34194E+08 0.34180E+08 37 25192. 0.62635E-01 -0.38363E+08 0.38388E+08 0.38375E+08 39 28572. 0.79543E-01 -0.46039E+08 0.46067E+08 0.46053E+08 48 20296. 0.22212 -0.64813E+08 0.64833E+08 0.64823E+08 46 17747. 0.17930 -0.54454E+08 0.54472E+08 0.54463E+08 Max= 0.80206E+08 0.22212 -13836. 0.80222E+08 0.80214E+08 Min= 17747. -0.42030 -0.64813E+08 0.48154E+07 0.46769E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.69847E+08 -0.37784 -13836. 0.69861E+08 0.69854E+08 3 0.80206E+08 -0.42030 -16400. 0.80222E+08 0.80214E+08 12 0.61428E+08 -0.18849 -21414. 0.61450E+08 0.61439E+08 10 0.53752E+08 -0.17193 -17979. 0.53770E+08 0.53761E+08 13 0.49554E+08 -0.13462 -19502. 0.49574E+08 0.49564E+08 15 0.56531E+08 -0.14680 -23269. 0.56554E+08 0.56542E+08 24 0.11279E+08 0.0000 -0.11662E+06 0.11396E+08 0.11338E+08 22 0.10758E+08 0.0000 -89837. 0.10847E+08 0.10803E+08 25 0.49251E+07 0.0000 -0.19623E+06 0.51214E+07 0.50261E+07 27 0.45247E+07 0.0000 -0.29072E+06 0.48154E+07 0.46769E+07 36 31972. 0.56745E-01 -0.41143E+08 0.41175E+08 0.41159E+08 34 28286. 0.44227E-01 -0.34166E+08 0.34194E+08 0.34180E+08 37 25192. 0.62635E-01 -0.38363E+08 0.38388E+08 0.38375E+08 39 28572. 0.79543E-01 -0.46039E+08 0.46067E+08 0.46053E+08 48 20296. 0.22212 -0.64813E+08 0.64833E+08 0.64823E+08 46 17747. 0.17930 -0.54454E+08 0.54472E+08 0.54463E+08


ANNEXES

303

Max= 0.80206E+08 0.22212 -13836. 0.80222E+08 0.80214E+08 Min= 17747. -0.42030 -0.64813E+08 0.48154E+07 0.46769E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 30 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.44023E+08 -0.94267E-01 -21953. 0.44045E+08 0.44034E+08 3 0.50078E+08 -0.10191 -26268. 0.50104E+08 0.50091E+08 12 0.39141E+08 -0.48470E-01 -33607. 0.39175E+08 0.39158E+08 10 0.34648E+08 -0.45793E-01 -27893. 0.34676E+08 0.34662E+08 13 0.32146E+08 -0.36514E-01 -30064. 0.32176E+08 0.32161E+08 15 0.36222E+08 -0.38348E-01 -36316. 0.36258E+08 0.36240E+08 24 0.98974E+07 0.0000 -0.13291E+06 0.10030E+08 0.99645E+07 22 0.95703E+07 0.0000 -0.10098E+06 0.96713E+07 0.96212E+07 25 0.60861E+07 0.0000 -0.15879E+06 0.62449E+07 0.61671E+07 27 0.58568E+07 0.0000 -0.22460E+06 0.60814E+07 0.59722E+07 36 63085. 0.73429E-02 -0.20852E+08 0.20915E+08 0.20883E+08 34 57606. 0.51997E-02 -0.16777E+08 0.16834E+08 0.16806E+08 37 50142. 0.79017E-02 -0.19274E+08 0.19324E+08 0.19299E+08 39 55349. 0.10892E-01 -0.23766E+08 0.23821E+08 0.23794E+08 48 37917. 0.33994E-01 -0.34693E+08 0.34731E+08 0.34712E+08 46 33747. 0.26020E-01 -0.28638E+08 0.28672E+08 0.28655E+08 Max= 0.50078E+08 0.33994E-01 -21953. 0.50104E+08 0.50091E+08 Min= 33747. -0.10191 -0.34693E+08 0.60814E+07 0.59722E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.44023E+08 -0.94267E-01 -21953. 0.44045E+08 0.44034E+08 3 0.50078E+08 -0.10191 -26268. 0.50104E+08 0.50091E+08 12 0.39141E+08 -0.48470E-01 -33607. 0.39175E+08 0.39158E+08 10 0.34648E+08 -0.45793E-01 -27893. 0.34676E+08 0.34662E+08 13 0.32146E+08 -0.36514E-01 -30064. 0.32176E+08 0.32161E+08 15 0.36222E+08 -0.38348E-01 -36316. 0.36258E+08 0.36240E+08 24 0.98974E+07 0.0000 -0.13291E+06 0.10030E+08 0.99645E+07 22 0.95703E+07 0.0000 -0.10098E+06 0.96713E+07 0.96212E+07 25 0.60861E+07 0.0000 -0.15879E+06 0.62449E+07 0.61671E+07 27 0.58568E+07 0.0000 -0.22460E+06 0.60814E+07 0.59722E+07 36 63085. 0.73429E-02 -0.20852E+08 0.20915E+08 0.20883E+08 34 57606. 0.51997E-02 -0.16777E+08 0.16834E+08 0.16806E+08 37 50142. 0.79017E-02 -0.19274E+08 0.19324E+08 0.19299E+08 39 55349. 0.10892E-01 -0.23766E+08 0.23821E+08 0.23794E+08 48 37917. 0.33994E-01 -0.34693E+08 0.34731E+08 0.34712E+08 46 33747. 0.26020E-01 -0.28638E+08 0.28672E+08 0.28655E+08 Max= 0.50078E+08 0.33994E-01 -21953. 0.50104E+08 0.50091E+08 Min= 33747. -0.10191 -0.34693E+08 0.60814E+07 0.59722E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 31 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.18222E+08 -0.64947E-02 -53038. 0.18275E+08 0.18248E+08 3 0.19979E+08 -0.62608E-02 -65839. 0.20045E+08 0.20012E+08 12 0.16886E+08 -0.37192E-02 -77901. 0.16964E+08 0.16925E+08 10 0.15569E+08 -0.39982E-02 -62075. 0.15631E+08 0.15600E+08 13 0.14762E+08 -0.33899E-02 -65466. 0.14828E+08 0.14795E+08 15 0.15946E+08 -0.31103E-02 -82493. 0.16028E+08 0.15987E+08 24 0.85207E+07 0.0000 -0.15438E+06 0.86751E+07 0.85989E+07 22 0.83861E+07 0.0000 -0.11524E+06 0.85014E+07 0.84444E+07 25 0.72589E+07 0.0000 -0.13314E+06 0.73920E+07 0.73264E+07 27 0.72127E+07 0.0000 -0.18238E+06 0.73951E+07 0.73056E+07 36 0.93704E+06 0.91493E-05 -0.14038E+07 0.23409E+07 0.20406E+07


ANNEXES

304

34 0.13933E+07 0.13062E-04 -0.69363E+06 0.20869E+07 0.18409E+07 37 0.92959E+06 0.89892E-05 -0.10396E+07 0.19692E+07 0.17063E+07 39 0.64093E+06 0.86302E-05 -0.20524E+07 0.26933E+07 0.24369E+07 48 0.27454E+06 0.79055E-04 -0.47914E+07 0.50660E+07 0.49344E+07 46 0.31326E+06 0.27304E-04 -0.30851E+07 0.33983E+07 0.32530E+07 Max= 0.19979E+08 0.79055E-04 -53038. 0.20045E+08 0.20012E+08 Min= 0.27454E+06 -0.64947E-02 -0.47914E+07 0.19692E+07 0.17063E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.18222E+08 -0.64947E-02 -53038. 0.18275E+08 0.18248E+08 3 0.19979E+08 -0.62608E-02 -65839. 0.20045E+08 0.20012E+08 12 0.16886E+08 -0.37192E-02 -77901. 0.16964E+08 0.16925E+08 10 0.15569E+08 -0.39982E-02 -62075. 0.15631E+08 0.15600E+08 13 0.14762E+08 -0.33899E-02 -65466. 0.14828E+08 0.14795E+08 15 0.15946E+08 -0.31103E-02 -82493. 0.16028E+08 0.15987E+08 24 0.85207E+07 0.0000 -0.15438E+06 0.86751E+07 0.85989E+07 22 0.83861E+07 0.0000 -0.11524E+06 0.85014E+07 0.84444E+07 25 0.72589E+07 0.0000 -0.13314E+06 0.73920E+07 0.73264E+07 27 0.72127E+07 0.0000 -0.18238E+06 0.73951E+07 0.73056E+07 36 0.93704E+06 0.91493E-05 -0.14038E+07 0.23409E+07 0.20406E+07 34 0.13933E+07 0.13062E-04 -0.69363E+06 0.20869E+07 0.18409E+07 37 0.92959E+06 0.89892E-05 -0.10396E+07 0.19692E+07 0.17063E+07 39 0.64093E+06 0.86302E-05 -0.20524E+07 0.26933E+07 0.24369E+07 48 0.27454E+06 0.79055E-04 -0.47914E+07 0.50660E+07 0.49344E+07 46 0.31326E+06 0.27304E-04 -0.30851E+07 0.33983E+07 0.32530E+07 Max= 0.19979E+08 0.79055E-04 -53038. 0.20045E+08 0.20012E+08 Min= 0.27454E+06 -0.64947E-02 -0.47914E+07 0.19692E+07 0.17063E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 32 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.12409E+06 0.50373E-03 -0.77879E+07 0.79120E+07 0.78507E+07 3 0.12708E+06 0.87698E-03 -0.10351E+08 0.10478E+08 0.10415E+08 12 0.22993E+06 0.13891E-03 -0.57211E+07 0.59510E+07 0.58394E+07 10 0.25054E+06 0.55473E-04 -0.38575E+07 0.41080E+07 0.39886E+07 13 0.31793E+06 0.26072E-04 -0.30397E+07 0.33577E+07 0.32105E+07 15 0.27774E+06 0.76187E-04 -0.47363E+07 0.50140E+07 0.48811E+07 24 0.71521E+07 0.0000 -0.18392E+06 0.73360E+07 0.72458E+07 22 0.72066E+07 0.0000 -0.13410E+06 0.73407E+07 0.72746E+07 25 0.84387E+07 0.0000 -0.11452E+06 0.85533E+07 0.84966E+07 27 0.85818E+07 0.0000 -0.15328E+06 0.87351E+07 0.86595E+07 36 0.19921E+08 -0.62048E-02 -66032. 0.19987E+08 0.19954E+08 34 0.18172E+08 -0.64402E-02 -53184. 0.18225E+08 0.18198E+08 37 0.19054E+08 -0.74490E-02 -50720. 0.19105E+08 0.19080E+08 39 0.20951E+08 -0.72452E-02 -62787. 0.21013E+08 0.20982E+08 48 0.25672E+08 -0.13492E-01 -51240. 0.25723E+08 0.25698E+08 46 0.23102E+08 -0.13413E-01 -41833. 0.23144E+08 0.23123E+08 Max= 0.25672E+08 0.87698E-03 -41833. 0.25723E+08 0.25698E+08 Min= 0.12409E+06 -0.13492E-01 -0.10351E+08 0.33577E+07 0.32105E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.12409E+06 0.50373E-03 -0.77879E+07 0.79120E+07 0.78507E+07 3 0.12708E+06 0.87698E-03 -0.10351E+08 0.10478E+08 0.10415E+08 12 0.22993E+06 0.13891E-03 -0.57211E+07 0.59510E+07 0.58394E+07 10 0.25054E+06 0.55473E-04 -0.38575E+07 0.41080E+07 0.39886E+07 13 0.31793E+06 0.26072E-04 -0.30397E+07 0.33577E+07 0.32105E+07 15 0.27774E+06 0.76187E-04 -0.47363E+07 0.50140E+07 0.48811E+07 24 0.71521E+07 0.0000 -0.18392E+06 0.73360E+07 0.72458E+07 22 0.72066E+07 0.0000 -0.13410E+06 0.73407E+07 0.72746E+07 25 0.84387E+07 0.0000 -0.11452E+06 0.85533E+07 0.84966E+07


ANNEXES

305

27 0.85818E+07 0.0000 -0.15328E+06 0.87351E+07 0.86595E+07 36 0.19921E+08 -0.62048E-02 -66032. 0.19987E+08 0.19954E+08 34 0.18172E+08 -0.64402E-02 -53184. 0.18225E+08 0.18198E+08 37 0.19054E+08 -0.74490E-02 -50720. 0.19105E+08 0.19080E+08 39 0.20951E+08 -0.72452E-02 -62787. 0.21013E+08 0.20982E+08 48 0.25672E+08 -0.13492E-01 -51240. 0.25723E+08 0.25698E+08 46 0.23102E+08 -0.13413E-01 -41833. 0.23144E+08 0.23123E+08 Max= 0.25672E+08 0.87698E-03 -41833. 0.25723E+08 0.25698E+08 Min= 0.12409E+06 -0.13492E-01 -0.10351E+08 0.33577E+07 0.32105E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 35 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 17747. 0.17930 -0.54454E+08 0.54472E+08 0.54463E+08 3 20296. 0.22212 -0.64813E+08 0.64833E+08 0.64823E+08 12 31972. 0.56746E-01 -0.41143E+08 0.41175E+08 0.41159E+08 10 28286. 0.44227E-01 -0.34166E+08 0.34194E+08 0.34180E+08 13 25192. 0.62634E-01 -0.38363E+08 0.38388E+08 0.38375E+08 15 28572. 0.79544E-01 -0.46039E+08 0.46067E+08 0.46053E+08 24 0.11279E+08 0.0000 -0.11662E+06 0.11396E+08 0.11338E+08 22 0.10758E+08 0.0000 -89837. 0.10847E+08 0.10803E+08 25 0.49251E+07 0.0000 -0.19623E+06 0.51214E+07 0.50261E+07 27 0.45247E+07 0.0000 -0.29072E+06 0.48154E+07 0.46769E+07 36 0.61428E+08 -0.18849 -21414. 0.61450E+08 0.61439E+08 34 0.53752E+08 -0.17193 -17979. 0.53770E+08 0.53761E+08 37 0.49554E+08 -0.13462 -19502. 0.49574E+08 0.49564E+08 39 0.56531E+08 -0.14680 -23269. 0.56554E+08 0.56542E+08 48 0.80206E+08 -0.42029 -16400. 0.80222E+08 0.80214E+08 46 0.69847E+08 -0.37784 -13836. 0.69861E+08 0.69854E+08 Max= 0.80206E+08 0.22212 -13836. 0.80222E+08 0.80214E+08 Min= 17747. -0.42029 -0.64813E+08 0.48154E+07 0.46769E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 17747. 0.17930 -0.54454E+08 0.54472E+08 0.54463E+08 3 20296. 0.22212 -0.64813E+08 0.64833E+08 0.64823E+08 12 31972. 0.56746E-01 -0.41143E+08 0.41175E+08 0.41159E+08 10 28286. 0.44227E-01 -0.34166E+08 0.34194E+08 0.34180E+08 13 25192. 0.62634E-01 -0.38363E+08 0.38388E+08 0.38375E+08 15 28572. 0.79544E-01 -0.46039E+08 0.46067E+08 0.46053E+08 24 0.11279E+08 0.0000 -0.11662E+06 0.11396E+08 0.11338E+08 22 0.10758E+08 0.0000 -89837. 0.10847E+08 0.10803E+08 25 0.49251E+07 0.0000 -0.19623E+06 0.51214E+07 0.50261E+07 27 0.45247E+07 0.0000 -0.29072E+06 0.48154E+07 0.46769E+07 36 0.61428E+08 -0.18849 -21414. 0.61450E+08 0.61439E+08 34 0.53752E+08 -0.17193 -17979. 0.53770E+08 0.53761E+08 37 0.49554E+08 -0.13462 -19502. 0.49574E+08 0.49564E+08 39 0.56531E+08 -0.14680 -23269. 0.56554E+08 0.56542E+08 48 0.80206E+08 -0.42029 -16400. 0.80222E+08 0.80214E+08 46 0.69847E+08 -0.37784 -13836. 0.69861E+08 0.69854E+08 Max= 0.80206E+08 0.22212 -13836. 0.80222E+08 0.80214E+08 Min= 17747. -0.42029 -0.64813E+08 0.48154E+07 0.46769E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 36 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 33747. 0.26020E-01 -0.28638E+08 0.28672E+08 0.28655E+08 3 37917. 0.33994E-01 -0.34693E+08 0.34731E+08 0.34712E+08 12 63085. 0.73429E-02 -0.20852E+08 0.20915E+08 0.20883E+08


ANNEXES

306

10 57606. 0.51997E-02 -0.16777E+08 0.16834E+08 0.16806E+08 13 50142. 0.79018E-02 -0.19274E+08 0.19324E+08 0.19299E+08 15 55349. 0.10892E-01 -0.23766E+08 0.23821E+08 0.23794E+08 24 0.98974E+07 0.0000 -0.13291E+06 0.10030E+08 0.99645E+07 22 0.95703E+07 0.0000 -0.10098E+06 0.96713E+07 0.96212E+07 25 0.60861E+07 0.0000 -0.15879E+06 0.62449E+07 0.61671E+07 27 0.58568E+07 0.0000 -0.22460E+06 0.60814E+07 0.59722E+07 36 0.39141E+08 -0.48471E-01 -33607. 0.39175E+08 0.39158E+08 34 0.34648E+08 -0.45793E-01 -27893. 0.34676E+08 0.34662E+08 37 0.32146E+08 -0.36514E-01 -30064. 0.32176E+08 0.32161E+08 39 0.36222E+08 -0.38348E-01 -36316. 0.36258E+08 0.36240E+08 48 0.50078E+08 -0.10191 -26268. 0.50104E+08 0.50091E+08 46 0.44023E+08 -0.94267E-01 -21953. 0.44045E+08 0.44034E+08 Max= 0.50078E+08 0.33994E-01 -21953. 0.50104E+08 0.50091E+08 Min= 33747. -0.10191 -0.34693E+08 0.60814E+07 0.59722E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 33747. 0.26020E-01 -0.28638E+08 0.28672E+08 0.28655E+08 3 37917. 0.33994E-01 -0.34693E+08 0.34731E+08 0.34712E+08 12 63085. 0.73429E-02 -0.20852E+08 0.20915E+08 0.20883E+08 10 57606. 0.51997E-02 -0.16777E+08 0.16834E+08 0.16806E+08 13 50142. 0.79018E-02 -0.19274E+08 0.19324E+08 0.19299E+08 15 55349. 0.10892E-01 -0.23766E+08 0.23821E+08 0.23794E+08 24 0.98974E+07 0.0000 -0.13291E+06 0.10030E+08 0.99645E+07 22 0.95703E+07 0.0000 -0.10098E+06 0.96713E+07 0.96212E+07 25 0.60861E+07 0.0000 -0.15879E+06 0.62449E+07 0.61671E+07 27 0.58568E+07 0.0000 -0.22460E+06 0.60814E+07 0.59722E+07 36 0.39141E+08 -0.48471E-01 -33607. 0.39175E+08 0.39158E+08 34 0.34648E+08 -0.45793E-01 -27893. 0.34676E+08 0.34662E+08 37 0.32146E+08 -0.36514E-01 -30064. 0.32176E+08 0.32161E+08 39 0.36222E+08 -0.38348E-01 -36316. 0.36258E+08 0.36240E+08 48 0.50078E+08 -0.10191 -26268. 0.50104E+08 0.50091E+08 46 0.44023E+08 -0.94267E-01 -21953. 0.44045E+08 0.44034E+08 Max= 0.50078E+08 0.33994E-01 -21953. 0.50104E+08 0.50091E+08 Min= 33747. -0.10191 -0.34693E+08 0.60814E+07 0.59722E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 37 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.31326E+06 0.27303E-04 -0.30851E+07 0.33983E+07 0.32530E+07 3 0.27454E+06 0.79055E-04 -0.47914E+07 0.50660E+07 0.49344E+07 12 0.93704E+06 0.91497E-05 -0.14038E+07 0.23409E+07 0.20406E+07 10 0.13933E+07 0.13061E-04 -0.69363E+06 0.20869E+07 0.18409E+07 13 0.92959E+06 0.89888E-05 -0.10396E+07 0.19692E+07 0.17063E+07 15 0.64093E+06 0.86308E-05 -0.20524E+07 0.26933E+07 0.24369E+07 24 0.85207E+07 0.0000 -0.15438E+06 0.86751E+07 0.85989E+07 22 0.83861E+07 0.0000 -0.11524E+06 0.85014E+07 0.84444E+07 25 0.72589E+07 0.0000 -0.13314E+06 0.73920E+07 0.73264E+07 27 0.72127E+07 0.0000 -0.18238E+06 0.73951E+07 0.73056E+07 36 0.16886E+08 -0.37192E-02 -77901. 0.16964E+08 0.16925E+08 34 0.15569E+08 -0.39982E-02 -62075. 0.15631E+08 0.15600E+08 37 0.14762E+08 -0.33900E-02 -65466. 0.14828E+08 0.14795E+08 39 0.15946E+08 -0.31103E-02 -82493. 0.16028E+08 0.15987E+08 48 0.19979E+08 -0.62609E-02 -65839. 0.20045E+08 0.20012E+08 46 0.18222E+08 -0.64948E-02 -53038. 0.18275E+08 0.18248E+08 Max= 0.19979E+08 0.79055E-04 -53038. 0.20045E+08 0.20012E+08 Min= 0.27454E+06 -0.64948E-02 -0.47914E+07 0.19692E+07 0.17063E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.31326E+06 0.27303E-04 -0.30851E+07 0.33983E+07 0.32530E+07


ANNEXES

307

3 0.27454E+06 0.79055E-04 -0.47914E+07 0.50660E+07 0.49344E+07 12 0.93704E+06 0.91497E-05 -0.14038E+07 0.23409E+07 0.20406E+07 10 0.13933E+07 0.13061E-04 -0.69363E+06 0.20869E+07 0.18409E+07 13 0.92959E+06 0.89888E-05 -0.10396E+07 0.19692E+07 0.17063E+07 15 0.64093E+06 0.86308E-05 -0.20524E+07 0.26933E+07 0.24369E+07 24 0.85207E+07 0.0000 -0.15438E+06 0.86751E+07 0.85989E+07 22 0.83861E+07 0.0000 -0.11524E+06 0.85014E+07 0.84444E+07 25 0.72589E+07 0.0000 -0.13314E+06 0.73920E+07 0.73264E+07 27 0.72127E+07 0.0000 -0.18238E+06 0.73951E+07 0.73056E+07 36 0.16886E+08 -0.37192E-02 -77901. 0.16964E+08 0.16925E+08 34 0.15569E+08 -0.39982E-02 -62075. 0.15631E+08 0.15600E+08 37 0.14762E+08 -0.33900E-02 -65466. 0.14828E+08 0.14795E+08 39 0.15946E+08 -0.31103E-02 -82493. 0.16028E+08 0.15987E+08 48 0.19979E+08 -0.62609E-02 -65839. 0.20045E+08 0.20012E+08 46 0.18222E+08 -0.64948E-02 -53038. 0.18275E+08 0.18248E+08 Max= 0.19979E+08 0.79055E-04 -53038. 0.20045E+08 0.20012E+08 Min= 0.27454E+06 -0.64948E-02 -0.47914E+07 0.19692E+07 0.17063E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 38 SECTION ID = 4 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.23102E+08 -0.13413E-01 -41833. 0.23144E+08 0.23123E+08 3 0.25672E+08 -0.13492E-01 -51240. 0.25723E+08 0.25698E+08 12 0.19921E+08 -0.62048E-02 -66032. 0.19987E+08 0.19954E+08 10 0.18172E+08 -0.64404E-02 -53184. 0.18225E+08 0.18198E+08 13 0.19054E+08 -0.74490E-02 -50720. 0.19105E+08 0.19080E+08 15 0.20951E+08 -0.72452E-02 -62787. 0.21013E+08 0.20982E+08 24 0.71521E+07 0.0000 -0.18392E+06 0.73360E+07 0.72458E+07 22 0.72066E+07 0.0000 -0.13410E+06 0.73407E+07 0.72746E+07 25 0.84387E+07 0.0000 -0.11452E+06 0.85533E+07 0.84966E+07 27 0.85818E+07 0.0000 -0.15328E+06 0.87351E+07 0.86595E+07 36 0.22993E+06 0.13891E-03 -0.57211E+07 0.59510E+07 0.58394E+07 34 0.25054E+06 0.55472E-04 -0.38575E+07 0.41080E+07 0.39886E+07 37 0.31793E+06 0.26073E-04 -0.30397E+07 0.33577E+07 0.32105E+07 39 0.27774E+06 0.76189E-04 -0.47363E+07 0.50140E+07 0.48811E+07 48 0.12708E+06 0.87698E-03 -0.10351E+08 0.10478E+08 0.10415E+08 46 0.12409E+06 0.50373E-03 -0.77879E+07 0.79120E+07 0.78507E+07 Max= 0.25672E+08 0.87698E-03 -41833. 0.25723E+08 0.25698E+08 Min= 0.12409E+06 -0.13492E-01 -0.10351E+08 0.33577E+07 0.32105E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.23102E+08 -0.13413E-01 -41833. 0.23144E+08 0.23123E+08 3 0.25672E+08 -0.13492E-01 -51240. 0.25723E+08 0.25698E+08 12 0.19921E+08 -0.62048E-02 -66032. 0.19987E+08 0.19954E+08 10 0.18172E+08 -0.64404E-02 -53184. 0.18225E+08 0.18198E+08 13 0.19054E+08 -0.74490E-02 -50720. 0.19105E+08 0.19080E+08 15 0.20951E+08 -0.72452E-02 -62787. 0.21013E+08 0.20982E+08 24 0.71521E+07 0.0000 -0.18392E+06 0.73360E+07 0.72458E+07 22 0.72066E+07 0.0000 -0.13410E+06 0.73407E+07 0.72746E+07 25 0.84387E+07 0.0000 -0.11452E+06 0.85533E+07 0.84966E+07 27 0.85818E+07 0.0000 -0.15328E+06 0.87351E+07 0.86595E+07 36 0.22993E+06 0.13891E-03 -0.57211E+07 0.59510E+07 0.58394E+07 34 0.25054E+06 0.55472E-04 -0.38575E+07 0.41080E+07 0.39886E+07 37 0.31793E+06 0.26073E-04 -0.30397E+07 0.33577E+07 0.32105E+07 39 0.27774E+06 0.76189E-04 -0.47363E+07 0.50140E+07 0.48811E+07 48 0.12708E+06 0.87698E-03 -0.10351E+08 0.10478E+08 0.10415E+08 46 0.12409E+06 0.50373E-03 -0.77879E+07 0.79120E+07 0.78507E+07 Max= 0.25672E+08 0.87698E-03 -41833. 0.25723E+08 0.25698E+08 Min= 0.12409E+06 -0.13492E-01 -0.10351E+08 0.33577E+07 0.32105E+07 STRESSES AT BEAM SECTION NODAL POINTS


ANNEXES

308

ELEMENT = 39 SECTION ID = 5 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.17968E+06 0.47420E-02 -0.28404E+08 0.28584E+08 0.28494E+08 3 0.21198E+06 0.51151E-02 -0.32054E+08 0.32266E+08 0.32160E+08 12 0.28272E+06 0.21277E-02 -0.24034E+08 0.24316E+08 0.24176E+08 10 0.23793E+06 0.20173E-02 -0.21450E+08 0.21688E+08 0.21570E+08 13 0.23523E+06 0.20891E-02 -0.21697E+08 0.21932E+08 0.21815E+08 15 0.27941E+06 0.22058E-02 -0.24318E+08 0.24598E+08 0.24459E+08 24 0.11925E+07 0.0000 -0.56981E+07 0.68906E+07 0.63785E+07 22 0.93364E+06 0.0000 -0.54664E+07 0.64000E+07 0.59881E+07 25 0.88447E+06 0.0000 -0.57703E+07 0.66548E+07 0.62596E+07 27 0.11253E+07 0.0000 -0.60383E+07 0.71636E+07 0.66725E+07 36 0.15071E+08 -0.35240E-03 -0.45085E+06 0.15522E+08 0.15302E+08 34 0.12453E+08 -0.25054E-03 -0.40984E+06 0.12863E+08 0.12663E+08 37 0.12211E+08 -0.23040E-03 -0.41795E+06 0.12629E+08 0.12426E+08 39 0.14792E+08 -0.32638E-03 -0.45937E+06 0.15251E+08 0.15027E+08 48 0.22722E+08 -0.15692E-02 -0.29904E+06 0.23021E+08 0.22873E+08 46 0.19073E+08 -0.12208E-02 -0.26758E+06 0.19341E+08 0.19208E+08 Max= 0.22722E+08 0.51151E-02 -0.26758E+06 0.32266E+08 0.32160E+08 Min= 0.17968E+06 -0.15692E-02 -0.32054E+08 0.64000E+07 0.59881E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.17968E+06 0.47420E-02 -0.28404E+08 0.28584E+08 0.28494E+08 3 0.21198E+06 0.51151E-02 -0.32054E+08 0.32266E+08 0.32160E+08 12 0.28272E+06 0.21277E-02 -0.24034E+08 0.24316E+08 0.24176E+08 10 0.23793E+06 0.20173E-02 -0.21450E+08 0.21688E+08 0.21570E+08 13 0.23523E+06 0.20891E-02 -0.21697E+08 0.21932E+08 0.21815E+08 15 0.27941E+06 0.22058E-02 -0.24318E+08 0.24598E+08 0.24459E+08 24 0.11925E+07 0.0000 -0.56981E+07 0.68906E+07 0.63785E+07 22 0.93364E+06 0.0000 -0.54664E+07 0.64000E+07 0.59881E+07 25 0.88447E+06 0.0000 -0.57703E+07 0.66548E+07 0.62596E+07 27 0.11253E+07 0.0000 -0.60383E+07 0.71636E+07 0.66725E+07 36 0.15071E+08 -0.35240E-03 -0.45085E+06 0.15522E+08 0.15302E+08 34 0.12453E+08 -0.25054E-03 -0.40984E+06 0.12863E+08 0.12663E+08 37 0.12211E+08 -0.23040E-03 -0.41795E+06 0.12629E+08 0.12426E+08 39 0.14792E+08 -0.32638E-03 -0.45937E+06 0.15251E+08 0.15027E+08 48 0.22722E+08 -0.15692E-02 -0.29904E+06 0.23021E+08 0.22873E+08 46 0.19073E+08 -0.12208E-02 -0.26758E+06 0.19341E+08 0.19208E+08 Max= 0.22722E+08 0.51151E-02 -0.26758E+06 0.32266E+08 0.32160E+08 Min= 0.17968E+06 -0.15692E-02 -0.32054E+08 0.64000E+07 0.59881E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 40 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 2641.6 0.30580 -0.27428E+08 0.27431E+08 0.27429E+08 3 3286.0 0.32945 -0.31752E+08 0.31755E+08 0.31754E+08 12 4303.2 0.14668 -0.24248E+08 0.24252E+08 0.24250E+08 10 3422.0 0.14066 -0.21174E+08 0.21178E+08 0.21176E+08 13 3447.0 0.13763 -0.21021E+08 0.21024E+08 0.21023E+08 15 4336.1 0.14337 -0.24064E+08 0.24068E+08 0.24066E+08 24 17517. 0.0000 -0.59570E+07 0.59745E+07 0.59658E+07 22 12220. 0.0000 -0.59300E+07 0.59422E+07 0.59361E+07 25 12682. 0.0000 -0.57136E+07 0.57263E+07 0.57200E+07 27 18314. 0.0000 -0.56976E+07 0.57159E+07 0.57067E+07 36 0.12449E+08 -0.19703E-01 -8381.9 0.12457E+08 0.12453E+08 34 0.94066E+07 -0.12219E-01 -7703.4 0.94143E+07 0.94104E+07 37 0.95598E+07 -0.12830E-01 -7579.9 0.95674E+07 0.95636E+07 39 0.12633E+08 -0.20593E-01 -8259.9 0.12641E+08 0.12637E+08 48 0.20135E+08 -0.83778E-01 -5182.2 0.20140E+08 0.20138E+08 46 0.15811E+08 -0.58394E-01 -4582.9 0.15816E+08 0.15814E+08


ANNEXES

309

Max= 0.20135E+08 0.32945 -4582.9 0.31755E+08 0.31754E+08 Min= 2641.6 -0.83778E-01 -0.31752E+08 0.57159E+07 0.57067E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 2641.6 0.30580 -0.27428E+08 0.27431E+08 0.27429E+08 3 3286.0 0.32945 -0.31752E+08 0.31755E+08 0.31754E+08 12 4303.2 0.14668 -0.24248E+08 0.24252E+08 0.24250E+08 10 3422.0 0.14066 -0.21174E+08 0.21178E+08 0.21176E+08 13 3447.0 0.13763 -0.21021E+08 0.21024E+08 0.21023E+08 15 4336.1 0.14337 -0.24064E+08 0.24068E+08 0.24066E+08 24 17517. 0.0000 -0.59570E+07 0.59745E+07 0.59658E+07 22 12220. 0.0000 -0.59300E+07 0.59422E+07 0.59361E+07 25 12682. 0.0000 -0.57136E+07 0.57263E+07 0.57200E+07 27 18314. 0.0000 -0.56976E+07 0.57159E+07 0.57067E+07 36 0.12449E+08 -0.19703E-01 -8381.9 0.12457E+08 0.12453E+08 34 0.94066E+07 -0.12219E-01 -7703.4 0.94143E+07 0.94104E+07 37 0.95598E+07 -0.12830E-01 -7579.9 0.95674E+07 0.95636E+07 39 0.12633E+08 -0.20593E-01 -8259.9 0.12641E+08 0.12637E+08 48 0.20135E+08 -0.83778E-01 -5182.2 0.20140E+08 0.20138E+08 46 0.15811E+08 -0.58394E-01 -4582.9 0.15816E+08 0.15814E+08 Max= 0.20135E+08 0.32945 -4582.9 0.31755E+08 0.31754E+08 Min= 2641.6 -0.83778E-01 -0.31752E+08 0.57159E+07 0.57067E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 41 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 5820.8 0.28720E-01 -0.12484E+08 0.12490E+08 0.12487E+08 3 7571.9 0.27049E-01 -0.13819E+08 0.13827E+08 0.13823E+08 12 9079.2 0.15680E-01 -0.11525E+08 0.11534E+08 0.11530E+08 10 6873.5 0.17434E-01 -0.10572E+08 0.10579E+08 0.10575E+08 13 6926.0 0.17040E-01 -0.10492E+08 0.10498E+08 0.10495E+08 15 9155.6 0.15290E-01 -0.11429E+08 0.11438E+08 0.11433E+08 24 17749. 0.0000 -0.58953E+07 0.59130E+07 0.59042E+07 22 12361. 0.0000 -0.58786E+07 0.58909E+07 0.58847E+07 25 12604. 0.0000 -0.57653E+07 0.57779E+07 0.57716E+07 27 18168. 0.0000 -0.57595E+07 0.57777E+07 0.57687E+07 36 0.23886E+06 0.23971E-05 -0.43808E+06 0.67694E+06 0.59465E+06 34 60803. 0.22455E-04 -0.11951E+07 0.12559E+07 0.12266E+07 37 64938. 0.18207E-04 -0.11190E+07 0.11839E+07 0.11528E+07 39 0.27607E+06 0.26816E-05 -0.37902E+06 0.65510E+06 0.56966E+06 48 0.22394E+07 -0.87198E-04 -46726. 0.22861E+07 0.22631E+07 46 0.93657E+06 -0.51388E-06 -77587. 0.10142E+07 0.97767E+06 Max= 0.22394E+07 0.28720E-01 -46726. 0.13827E+08 0.13823E+08 Min= 5820.8 -0.87198E-04 -0.13819E+08 0.65510E+06 0.56966E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 5820.8 0.28720E-01 -0.12484E+08 0.12490E+08 0.12487E+08 3 7571.9 0.27049E-01 -0.13819E+08 0.13827E+08 0.13823E+08 12 9079.2 0.15680E-01 -0.11525E+08 0.11534E+08 0.11530E+08 10 6873.5 0.17434E-01 -0.10572E+08 0.10579E+08 0.10575E+08 13 6926.0 0.17040E-01 -0.10492E+08 0.10498E+08 0.10495E+08 15 9155.6 0.15290E-01 -0.11429E+08 0.11438E+08 0.11433E+08 24 17749. 0.0000 -0.58953E+07 0.59130E+07 0.59042E+07 22 12361. 0.0000 -0.58786E+07 0.58909E+07 0.58847E+07 25 12604. 0.0000 -0.57653E+07 0.57779E+07 0.57716E+07 27 18168. 0.0000 -0.57595E+07 0.57777E+07 0.57687E+07 36 0.23886E+06 0.23971E-05 -0.43808E+06 0.67694E+06 0.59465E+06 34 60803. 0.22455E-04 -0.11951E+07 0.12559E+07 0.12266E+07 37 64938. 0.18207E-04 -0.11190E+07 0.11839E+07 0.11528E+07 39 0.27607E+06 0.26816E-05 -0.37902E+06 0.65510E+06 0.56966E+06 48 0.22394E+07 -0.87198E-04 -46726. 0.22861E+07 0.22631E+07


ANNEXES

310

46 0.93657E+06 -0.51388E-06 -77587. 0.10142E+07 0.97767E+06 Max= 0.22394E+07 0.28720E-01 -46726. 0.13827E+08 0.13823E+08 Min= 5820.8 -0.87198E-04 -0.13819E+08 0.65510E+06 0.56966E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 42 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.56276E+07 -0.25636E-02 -12912. 0.56405E+07 0.56341E+07 3 0.79128E+07 -0.49859E-02 -13224. 0.79260E+07 0.79194E+07 12 0.39328E+07 -0.57496E-03 -26607. 0.39594E+07 0.39462E+07 10 0.23182E+07 -0.15505E-03 -31345. 0.23496E+07 0.23341E+07 13 0.22822E+07 -0.14705E-03 -31840. 0.23140E+07 0.22983E+07 15 0.38893E+07 -0.55500E-03 -26904. 0.39162E+07 0.39028E+07 24 18052. 0.0000 -0.57965E+07 0.58146E+07 0.58056E+07 22 12537. 0.0000 -0.57962E+07 0.58087E+07 0.58024E+07 25 12426. 0.0000 -0.58477E+07 0.58601E+07 0.58539E+07 27 17861. 0.0000 -0.58583E+07 0.58762E+07 0.58673E+07 36 6756.0 0.38091E-01 -0.15488E+08 0.15495E+08 0.15491E+08 34 5237.3 0.39439E-01 -0.13875E+08 0.13880E+08 0.13877E+08 37 5223.5 0.39752E-01 -0.13911E+08 0.13916E+08 0.13914E+08 39 6737.0 0.38415E-01 -0.15532E+08 0.15539E+08 0.15535E+08 48 5359.4 0.76335E-01 -0.19524E+08 0.19529E+08 0.19527E+08 46 4215.4 0.75662E-01 -0.17238E+08 0.17242E+08 0.17240E+08 Max= 0.79128E+07 0.76335E-01 -12912. 0.19529E+08 0.19527E+08 Min= 4215.4 -0.49859E-02 -0.19524E+08 0.23140E+07 0.22983E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.56276E+07 -0.25636E-02 -12912. 0.56405E+07 0.56341E+07 3 0.79128E+07 -0.49859E-02 -13224. 0.79260E+07 0.79194E+07 12 0.39328E+07 -0.57496E-03 -26607. 0.39594E+07 0.39462E+07 10 0.23182E+07 -0.15505E-03 -31345. 0.23496E+07 0.23341E+07 13 0.22822E+07 -0.14705E-03 -31840. 0.23140E+07 0.22983E+07 15 0.38893E+07 -0.55500E-03 -26904. 0.39162E+07 0.39028E+07 24 18052. 0.0000 -0.57965E+07 0.58146E+07 0.58056E+07 22 12537. 0.0000 -0.57962E+07 0.58087E+07 0.58024E+07 25 12426. 0.0000 -0.58477E+07 0.58601E+07 0.58539E+07 27 17861. 0.0000 -0.58583E+07 0.58762E+07 0.58673E+07 36 6756.0 0.38091E-01 -0.15488E+08 0.15495E+08 0.15491E+08 34 5237.3 0.39439E-01 -0.13875E+08 0.13880E+08 0.13877E+08 37 5223.5 0.39752E-01 -0.13911E+08 0.13916E+08 0.13914E+08 39 6737.0 0.38415E-01 -0.15532E+08 0.15539E+08 0.15535E+08 48 5359.4 0.76335E-01 -0.19524E+08 0.19529E+08 0.19527E+08 46 4215.4 0.75662E-01 -0.17238E+08 0.17242E+08 0.17240E+08 Max= 0.79128E+07 0.76335E-01 -12912. 0.19529E+08 0.19527E+08 Min= 4215.4 -0.49859E-02 -0.19524E+08 0.23140E+07 0.22983E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 43 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.23710E+08 -0.19674 -3064.5 0.23713E+08 0.23712E+08 3 0.29614E+08 -0.26624 -3533.1 0.29618E+08 0.29616E+08 12 0.19334E+08 -0.73939E-01 -5412.1 0.19339E+08 0.19336E+08 10 0.15143E+08 -0.51141E-01 -4798.4 0.15148E+08 0.15146E+08 13 0.14990E+08 -0.49602E-01 -4847.4 0.14995E+08 0.14993E+08 15 0.19150E+08 -0.71845E-01 -5464.1 0.19155E+08 0.19153E+08 24 18365. 0.0000 -0.56978E+07 0.57161E+07 0.57070E+07 22 12717. 0.0000 -0.57138E+07 0.57265E+07 0.57202E+07 25 12254. 0.0000 -0.59301E+07 0.59423E+07 0.59362E+07


ANNEXES

311

27 17565. 0.0000 -0.59571E+07 0.59746E+07 0.59659E+07 36 3400.7 0.29888 -0.30767E+08 0.30770E+08 0.30768E+08 34 2730.8 0.27837 -0.26607E+08 0.26610E+08 0.26608E+08 37 2715.1 0.28321 -0.26760E+08 0.26763E+08 0.26762E+08 39 3380.5 0.30428 -0.30951E+08 0.30954E+08 0.30952E+08 48 2537.1 0.71962 -0.41232E+08 0.41235E+08 0.41233E+08 46 2056.2 0.65185 -0.35328E+08 0.35330E+08 0.35329E+08 Max= 0.29614E+08 0.71962 -3064.5 0.41235E+08 0.41233E+08 Min= 2056.2 -0.26624 -0.41232E+08 0.57161E+07 0.57070E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.23710E+08 -0.19674 -3064.5 0.23713E+08 0.23712E+08 3 0.29614E+08 -0.26624 -3533.1 0.29618E+08 0.29616E+08 12 0.19334E+08 -0.73939E-01 -5412.1 0.19339E+08 0.19336E+08 10 0.15143E+08 -0.51141E-01 -4798.4 0.15148E+08 0.15146E+08 13 0.14990E+08 -0.49602E-01 -4847.4 0.14995E+08 0.14993E+08 15 0.19150E+08 -0.71845E-01 -5464.1 0.19155E+08 0.19153E+08 24 18365. 0.0000 -0.56978E+07 0.57161E+07 0.57070E+07 22 12717. 0.0000 -0.57138E+07 0.57265E+07 0.57202E+07 25 12254. 0.0000 -0.59301E+07 0.59423E+07 0.59362E+07 27 17565. 0.0000 -0.59571E+07 0.59746E+07 0.59659E+07 36 3400.7 0.29888 -0.30767E+08 0.30770E+08 0.30768E+08 34 2730.8 0.27837 -0.26607E+08 0.26610E+08 0.26608E+08 37 2715.1 0.28321 -0.26760E+08 0.26763E+08 0.26762E+08 39 3380.5 0.30428 -0.30951E+08 0.30954E+08 0.30952E+08 48 2537.1 0.71962 -0.41232E+08 0.41235E+08 0.41233E+08 46 2056.2 0.65185 -0.35328E+08 0.35330E+08 0.35329E+08 Max= 0.29614E+08 0.71962 -3064.5 0.41235E+08 0.41233E+08 Min= 2056.2 -0.26624 -0.41232E+08 0.57161E+07 0.57070E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 44 SECTION ID = 5 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.19073E+08 -0.12208E-02 -0.26758E+06 0.19341E+08 0.19208E+08 3 0.22722E+08 -0.15692E-02 -0.29904E+06 0.23021E+08 0.22873E+08 12 0.15071E+08 -0.35240E-03 -0.45085E+06 0.15522E+08 0.15302E+08 10 0.12453E+08 -0.25055E-03 -0.40984E+06 0.12863E+08 0.12663E+08 13 0.12211E+08 -0.23041E-03 -0.41795E+06 0.12629E+08 0.12426E+08 15 0.14792E+08 -0.32637E-03 -0.45937E+06 0.15251E+08 0.15027E+08 24 0.11925E+07 0.0000 -0.56981E+07 0.68906E+07 0.63785E+07 22 0.93364E+06 0.0000 -0.54664E+07 0.64000E+07 0.59881E+07 25 0.88447E+06 0.0000 -0.57703E+07 0.66548E+07 0.62596E+07 27 0.11253E+07 0.0000 -0.60383E+07 0.71636E+07 0.66725E+07 36 0.28272E+06 0.21277E-02 -0.24034E+08 0.24316E+08 0.24176E+08 34 0.23793E+06 0.20173E-02 -0.21450E+08 0.21688E+08 0.21570E+08 37 0.23523E+06 0.20891E-02 -0.21697E+08 0.21932E+08 0.21815E+08 39 0.27941E+06 0.22058E-02 -0.24318E+08 0.24598E+08 0.24459E+08 48 0.21198E+06 0.51151E-02 -0.32054E+08 0.32266E+08 0.32160E+08 46 0.17968E+06 0.47420E-02 -0.28404E+08 0.28584E+08 0.28494E+08 Max= 0.22722E+08 0.51151E-02 -0.26758E+06 0.32266E+08 0.32160E+08 Min= 0.17968E+06 -0.15692E-02 -0.32054E+08 0.64000E+07 0.59881E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.19073E+08 -0.12208E-02 -0.26758E+06 0.19341E+08 0.19208E+08 3 0.22722E+08 -0.15692E-02 -0.29904E+06 0.23021E+08 0.22873E+08 12 0.15071E+08 -0.35240E-03 -0.45085E+06 0.15522E+08 0.15302E+08 10 0.12453E+08 -0.25055E-03 -0.40984E+06 0.12863E+08 0.12663E+08 13 0.12211E+08 -0.23041E-03 -0.41795E+06 0.12629E+08 0.12426E+08 15 0.14792E+08 -0.32637E-03 -0.45937E+06 0.15251E+08 0.15027E+08 24 0.11925E+07 0.0000 -0.56981E+07 0.68906E+07 0.63785E+07


ANNEXES

312

22 0.93364E+06 0.0000 -0.54664E+07 0.64000E+07 0.59881E+07 25 0.88447E+06 0.0000 -0.57703E+07 0.66548E+07 0.62596E+07 27 0.11253E+07 0.0000 -0.60383E+07 0.71636E+07 0.66725E+07 36 0.28272E+06 0.21277E-02 -0.24034E+08 0.24316E+08 0.24176E+08 34 0.23793E+06 0.20173E-02 -0.21450E+08 0.21688E+08 0.21570E+08 37 0.23523E+06 0.20891E-02 -0.21697E+08 0.21932E+08 0.21815E+08 39 0.27941E+06 0.22058E-02 -0.24318E+08 0.24598E+08 0.24459E+08 48 0.21198E+06 0.51151E-02 -0.32054E+08 0.32266E+08 0.32160E+08 46 0.17968E+06 0.47420E-02 -0.28404E+08 0.28584E+08 0.28494E+08 Max= 0.22722E+08 0.51151E-02 -0.26758E+06 0.32266E+08 0.32160E+08 Min= 0.17968E+06 -0.15692E-02 -0.32054E+08 0.64000E+07 0.59881E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 45 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.15811E+08 -0.58393E-01 -4582.9 0.15816E+08 0.15814E+08 3 0.20135E+08 -0.83776E-01 -5182.2 0.20140E+08 0.20138E+08 12 0.12449E+08 -0.19703E-01 -8381.9 0.12457E+08 0.12453E+08 10 0.94066E+07 -0.12219E-01 -7703.4 0.94143E+07 0.94104E+07 13 0.95598E+07 -0.12830E-01 -7579.9 0.95674E+07 0.95636E+07 15 0.12633E+08 -0.20593E-01 -8259.9 0.12641E+08 0.12637E+08 24 17517. 0.0000 -0.59570E+07 0.59745E+07 0.59658E+07 22 12220. 0.0000 -0.59300E+07 0.59422E+07 0.59361E+07 25 12682. 0.0000 -0.57136E+07 0.57263E+07 0.57200E+07 27 18314. 0.0000 -0.56976E+07 0.57159E+07 0.57067E+07 36 4303.2 0.14668 -0.24248E+08 0.24252E+08 0.24250E+08 34 3422.0 0.14066 -0.21174E+08 0.21178E+08 0.21176E+08 37 3447.0 0.13763 -0.21021E+08 0.21024E+08 0.21023E+08 39 4336.1 0.14337 -0.24064E+08 0.24068E+08 0.24066E+08 48 3286.0 0.32946 -0.31752E+08 0.31755E+08 0.31754E+08 46 2641.6 0.30581 -0.27428E+08 0.27431E+08 0.27429E+08 Max= 0.20135E+08 0.32946 -4582.9 0.31755E+08 0.31754E+08 Min= 2641.6 -0.83776E-01 -0.31752E+08 0.57159E+07 0.57067E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.15811E+08 -0.58393E-01 -4582.9 0.15816E+08 0.15814E+08 3 0.20135E+08 -0.83776E-01 -5182.2 0.20140E+08 0.20138E+08 12 0.12449E+08 -0.19703E-01 -8381.9 0.12457E+08 0.12453E+08 10 0.94066E+07 -0.12219E-01 -7703.4 0.94143E+07 0.94104E+07 13 0.95598E+07 -0.12830E-01 -7579.9 0.95674E+07 0.95636E+07 15 0.12633E+08 -0.20593E-01 -8259.9 0.12641E+08 0.12637E+08 24 17517. 0.0000 -0.59570E+07 0.59745E+07 0.59658E+07 22 12220. 0.0000 -0.59300E+07 0.59422E+07 0.59361E+07 25 12682. 0.0000 -0.57136E+07 0.57263E+07 0.57200E+07 27 18314. 0.0000 -0.56976E+07 0.57159E+07 0.57067E+07 36 4303.2 0.14668 -0.24248E+08 0.24252E+08 0.24250E+08 34 3422.0 0.14066 -0.21174E+08 0.21178E+08 0.21176E+08 37 3447.0 0.13763 -0.21021E+08 0.21024E+08 0.21023E+08 39 4336.1 0.14337 -0.24064E+08 0.24068E+08 0.24066E+08 48 3286.0 0.32946 -0.31752E+08 0.31755E+08 0.31754E+08 46 2641.6 0.30581 -0.27428E+08 0.27431E+08 0.27429E+08 Max= 0.20135E+08 0.32946 -4582.9 0.31755E+08 0.31754E+08 Min= 2641.6 -0.83776E-01 -0.31752E+08 0.57159E+07 0.57067E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 46 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.93657E+06 -0.51393E-06 -77587. 0.10142E+07 0.97767E+06


ANNEXES

313

3 0.22394E+07 -0.87197E-04 -46726. 0.22861E+07 0.22631E+07 12 0.23886E+06 0.23969E-05 -0.43808E+06 0.67694E+06 0.59465E+06 10 60803. 0.22455E-04 -0.11951E+07 0.12559E+07 0.12266E+07 13 64938. 0.18206E-04 -0.11190E+07 0.11839E+07 0.11528E+07 15 0.27607E+06 0.26815E-05 -0.37902E+06 0.65510E+06 0.56966E+06 24 17749. 0.0000 -0.58953E+07 0.59130E+07 0.59042E+07 22 12361. 0.0000 -0.58786E+07 0.58909E+07 0.58847E+07 25 12604. 0.0000 -0.57653E+07 0.57779E+07 0.57716E+07 27 18168. 0.0000 -0.57595E+07 0.57777E+07 0.57687E+07 36 9079.2 0.15680E-01 -0.11525E+08 0.11534E+08 0.11530E+08 34 6873.5 0.17434E-01 -0.10572E+08 0.10579E+08 0.10575E+08 37 6926.0 0.17040E-01 -0.10492E+08 0.10498E+08 0.10495E+08 39 9155.6 0.15290E-01 -0.11429E+08 0.11438E+08 0.11433E+08 48 7571.9 0.27049E-01 -0.13819E+08 0.13827E+08 0.13823E+08 46 5820.8 0.28721E-01 -0.12484E+08 0.12490E+08 0.12487E+08 Max= 0.22394E+07 0.28721E-01 -46726. 0.13827E+08 0.13823E+08 Min= 5820.8 -0.87197E-04 -0.13819E+08 0.65510E+06 0.56966E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.93657E+06 -0.51393E-06 -77587. 0.10142E+07 0.97767E+06 3 0.22394E+07 -0.87197E-04 -46726. 0.22861E+07 0.22631E+07 12 0.23886E+06 0.23969E-05 -0.43808E+06 0.67694E+06 0.59465E+06 10 60803. 0.22455E-04 -0.11951E+07 0.12559E+07 0.12266E+07 13 64938. 0.18206E-04 -0.11190E+07 0.11839E+07 0.11528E+07 15 0.27607E+06 0.26815E-05 -0.37902E+06 0.65510E+06 0.56966E+06 24 17749. 0.0000 -0.58953E+07 0.59130E+07 0.59042E+07 22 12361. 0.0000 -0.58786E+07 0.58909E+07 0.58847E+07 25 12604. 0.0000 -0.57653E+07 0.57779E+07 0.57716E+07 27 18168. 0.0000 -0.57595E+07 0.57777E+07 0.57687E+07 36 9079.2 0.15680E-01 -0.11525E+08 0.11534E+08 0.11530E+08 34 6873.5 0.17434E-01 -0.10572E+08 0.10579E+08 0.10575E+08 37 6926.0 0.17040E-01 -0.10492E+08 0.10498E+08 0.10495E+08 39 9155.6 0.15290E-01 -0.11429E+08 0.11438E+08 0.11433E+08 48 7571.9 0.27049E-01 -0.13819E+08 0.13827E+08 0.13823E+08 46 5820.8 0.28721E-01 -0.12484E+08 0.12490E+08 0.12487E+08 Max= 0.22394E+07 0.28721E-01 -46726. 0.13827E+08 0.13823E+08 Min= 5820.8 -0.87197E-04 -0.13819E+08 0.65510E+06 0.56966E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 47 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 4215.4 0.75663E-01 -0.17238E+08 0.17242E+08 0.17240E+08 3 5359.4 0.76335E-01 -0.19524E+08 0.19529E+08 0.19527E+08 12 6756.0 0.38091E-01 -0.15488E+08 0.15495E+08 0.15491E+08 10 5237.3 0.39439E-01 -0.13875E+08 0.13880E+08 0.13877E+08 13 5223.5 0.39751E-01 -0.13911E+08 0.13916E+08 0.13914E+08 15 6737.0 0.38415E-01 -0.15532E+08 0.15539E+08 0.15535E+08 24 18052. 0.0000 -0.57965E+07 0.58146E+07 0.58056E+07 22 12537. 0.0000 -0.57962E+07 0.58087E+07 0.58024E+07 25 12426. 0.0000 -0.58477E+07 0.58601E+07 0.58539E+07 27 17861. 0.0000 -0.58583E+07 0.58762E+07 0.58673E+07 36 0.39328E+07 -0.57496E-03 -26607. 0.39594E+07 0.39462E+07 34 0.23182E+07 -0.15505E-03 -31345. 0.23496E+07 0.23341E+07 37 0.22822E+07 -0.14705E-03 -31840. 0.23140E+07 0.22983E+07 39 0.38893E+07 -0.55500E-03 -26904. 0.39162E+07 0.39028E+07 48 0.79128E+07 -0.49860E-02 -13224. 0.79260E+07 0.79194E+07 46 0.56276E+07 -0.25636E-02 -12912. 0.56405E+07 0.56341E+07 Max= 0.79128E+07 0.76335E-01 -12912. 0.19529E+08 0.19527E+08 Min= 4215.4 -0.49860E-02 -0.19524E+08 0.23140E+07 0.22983E+07 ELEMENT NODE = 2


ANNEXES

314

SEC NODE S1 S2 S3 SINT SEQV 1 4215.4 0.75663E-01 -0.17238E+08 0.17242E+08 0.17240E+08 3 5359.4 0.76335E-01 -0.19524E+08 0.19529E+08 0.19527E+08 12 6756.0 0.38091E-01 -0.15488E+08 0.15495E+08 0.15491E+08 10 5237.3 0.39439E-01 -0.13875E+08 0.13880E+08 0.13877E+08 13 5223.5 0.39751E-01 -0.13911E+08 0.13916E+08 0.13914E+08 15 6737.0 0.38415E-01 -0.15532E+08 0.15539E+08 0.15535E+08 24 18052. 0.0000 -0.57965E+07 0.58146E+07 0.58056E+07 22 12537. 0.0000 -0.57962E+07 0.58087E+07 0.58024E+07 25 12426. 0.0000 -0.58477E+07 0.58601E+07 0.58539E+07 27 17861. 0.0000 -0.58583E+07 0.58762E+07 0.58673E+07 36 0.39328E+07 -0.57496E-03 -26607. 0.39594E+07 0.39462E+07 34 0.23182E+07 -0.15505E-03 -31345. 0.23496E+07 0.23341E+07 37 0.22822E+07 -0.14705E-03 -31840. 0.23140E+07 0.22983E+07 39 0.38893E+07 -0.55500E-03 -26904. 0.39162E+07 0.39028E+07 48 0.79128E+07 -0.49860E-02 -13224. 0.79260E+07 0.79194E+07 46 0.56276E+07 -0.25636E-02 -12912. 0.56405E+07 0.56341E+07 Max= 0.79128E+07 0.76335E-01 -12912. 0.19529E+08 0.19527E+08 Min= 4215.4 -0.49860E-02 -0.19524E+08 0.23140E+07 0.22983E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 48 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 2056.2 0.65185 -0.35328E+08 0.35330E+08 0.35329E+08 3 2537.1 0.71961 -0.41232E+08 0.41235E+08 0.41233E+08 12 3400.7 0.29888 -0.30767E+08 0.30770E+08 0.30768E+08 10 2730.8 0.27837 -0.26607E+08 0.26610E+08 0.26608E+08 13 2715.1 0.28321 -0.26760E+08 0.26763E+08 0.26762E+08 15 3380.5 0.30427 -0.30951E+08 0.30954E+08 0.30952E+08 24 18365. 0.0000 -0.56978E+07 0.57161E+07 0.57070E+07 22 12717. 0.0000 -0.57138E+07 0.57265E+07 0.57202E+07 25 12254. 0.0000 -0.59301E+07 0.59423E+07 0.59362E+07 27 17565. 0.0000 -0.59571E+07 0.59746E+07 0.59659E+07 36 0.19334E+08 -0.73939E-01 -5412.1 0.19339E+08 0.19336E+08 34 0.15143E+08 -0.51143E-01 -4798.4 0.15148E+08 0.15146E+08 37 0.14990E+08 -0.49601E-01 -4847.4 0.14995E+08 0.14993E+08 39 0.19150E+08 -0.71845E-01 -5464.1 0.19155E+08 0.19153E+08 48 0.29614E+08 -0.26624 -3533.1 0.29618E+08 0.29616E+08 46 0.23710E+08 -0.19674 -3064.5 0.23713E+08 0.23712E+08 Max= 0.29614E+08 0.71961 -3064.5 0.41235E+08 0.41233E+08 Min= 2056.2 -0.26624 -0.41232E+08 0.57161E+07 0.57070E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 2056.2 0.65185 -0.35328E+08 0.35330E+08 0.35329E+08 3 2537.1 0.71961 -0.41232E+08 0.41235E+08 0.41233E+08 12 3400.7 0.29888 -0.30767E+08 0.30770E+08 0.30768E+08 10 2730.8 0.27837 -0.26607E+08 0.26610E+08 0.26608E+08 13 2715.1 0.28321 -0.26760E+08 0.26763E+08 0.26762E+08 15 3380.5 0.30427 -0.30951E+08 0.30954E+08 0.30952E+08 24 18365. 0.0000 -0.56978E+07 0.57161E+07 0.57070E+07 22 12717. 0.0000 -0.57138E+07 0.57265E+07 0.57202E+07 25 12254. 0.0000 -0.59301E+07 0.59423E+07 0.59362E+07 27 17565. 0.0000 -0.59571E+07 0.59746E+07 0.59659E+07 36 0.19334E+08 -0.73939E-01 -5412.1 0.19339E+08 0.19336E+08 34 0.15143E+08 -0.51143E-01 -4798.4 0.15148E+08 0.15146E+08 37 0.14990E+08 -0.49601E-01 -4847.4 0.14995E+08 0.14993E+08 39 0.19150E+08 -0.71845E-01 -5464.1 0.19155E+08 0.19153E+08 48 0.29614E+08 -0.26624 -3533.1 0.29618E+08 0.29616E+08 46 0.23710E+08 -0.19674 -3064.5 0.23713E+08 0.23712E+08 Max= 0.29614E+08 0.71961 -3064.5 0.41235E+08 0.41233E+08 Min= 2056.2 -0.26624 -0.41232E+08 0.57161E+07 0.57070E+07


ANNEXES

315

STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 49 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.34401E+06 0.34401E+06 0.34401E+06 3 0.0000 0.0000 -0.34401E+06 0.34401E+06 0.34401E+06 9 0.0000 0.0000 -0.19273E+07 0.19273E+07 0.19273E+07 11 0.12393E+07 0.0000 0.0000 0.12393E+07 0.12393E+07 17 0.0000 0.0000 -0.25832E+07 0.25832E+07 0.25832E+07 19 0.18952E+07 0.0000 0.0000 0.18952E+07 0.18952E+07 25 0.0000 0.0000 -0.19273E+07 0.19273E+07 0.19273E+07 27 0.12393E+07 0.0000 0.0000 0.12393E+07 0.12393E+07 33 0.0000 0.0000 -0.34401E+06 0.34401E+06 0.34401E+06 35 0.0000 0.0000 -0.34401E+06 0.34401E+06 0.34401E+06 41 0.0000 0.0000 -0.25832E+07 0.25832E+07 0.25832E+07 43 0.18952E+07 0.0000 0.0000 0.18952E+07 0.18952E+07 49 0.0000 0.0000 -0.35107E+07 0.35107E+07 0.35107E+07 51 0.28226E+07 0.0000 0.0000 0.28226E+07 0.28226E+07 57 0.0000 0.0000 -0.25832E+07 0.25832E+07 0.25832E+07 59 0.18952E+07 0.0000 0.0000 0.18952E+07 0.18952E+07 65 0.0000 0.0000 -0.34401E+06 0.34401E+06 0.34401E+06 Max= 0.28226E+07 0.0000 0.0000 0.35107E+07 0.35107E+07 Min= 0.0000 0.0000 -0.35107E+07 0.34401E+06 0.34401E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.34401E+06 0.34401E+06 0.34401E+06 3 0.0000 0.0000 -0.34401E+06 0.34401E+06 0.34401E+06 9 0.0000 0.0000 -0.19273E+07 0.19273E+07 0.19273E+07 11 0.12393E+07 0.0000 0.0000 0.12393E+07 0.12393E+07 17 0.0000 0.0000 -0.25832E+07 0.25832E+07 0.25832E+07 19 0.18952E+07 0.0000 0.0000 0.18952E+07 0.18952E+07 25 0.0000 0.0000 -0.19273E+07 0.19273E+07 0.19273E+07 27 0.12393E+07 0.0000 0.0000 0.12393E+07 0.12393E+07 33 0.0000 0.0000 -0.34401E+06 0.34401E+06 0.34401E+06 35 0.0000 0.0000 -0.34401E+06 0.34401E+06 0.34401E+06 41 0.0000 0.0000 -0.25832E+07 0.25832E+07 0.25832E+07 43 0.18952E+07 0.0000 0.0000 0.18952E+07 0.18952E+07 49 0.0000 0.0000 -0.35107E+07 0.35107E+07 0.35107E+07 51 0.28226E+07 0.0000 0.0000 0.28226E+07 0.28226E+07 57 0.0000 0.0000 -0.25832E+07 0.25832E+07 0.25832E+07 59 0.18952E+07 0.0000 0.0000 0.18952E+07 0.18952E+07 65 0.0000 0.0000 -0.34401E+06 0.34401E+06 0.34401E+06 Max= 0.28226E+07 0.0000 0.0000 0.35107E+07 0.35107E+07 Min= 0.0000 0.0000 -0.35107E+07 0.34401E+06 0.34401E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 51 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -18314. 18314. 18314. 3 0.0000 0.0000 -0.18847E+07 0.18847E+07 0.18847E+07 9 0.0000 0.0000 -0.30752E+07 0.30752E+07 0.30752E+07 11 0.39907E+06 0.0000 0.0000 0.39907E+06 0.39907E+06 17 0.0000 0.0000 -0.24750E+07 0.24750E+07 0.24750E+07 19 0.24383E+07 0.0000 0.0000 0.24383E+07 0.24383E+07 25 0.0000 0.0000 -0.43570E+06 0.43570E+06 0.43570E+06 27 0.30386E+07 0.0000 0.0000 0.30386E+07 0.30386E+07 33 0.18481E+07 0.0000 0.0000 0.18481E+07 0.18481E+07 35 0.0000 0.0000 -0.26578E+07 0.26578E+07 0.26578E+07 41 0.0000 0.0000 -0.43414E+07 0.43414E+07 0.43414E+07 43 0.57195E+06 0.0000 0.0000 0.57195E+06 0.57195E+06 49 0.0000 0.0000 -0.34926E+07 0.34926E+07 0.34926E+07


ANNEXES

316

51 0.34559E+07 0.0000 0.0000 0.34559E+07 0.34559E+07 57 0.0000 0.0000 -0.60858E+06 0.60858E+06 0.60858E+06 59 0.43047E+07 0.0000 0.0000 0.43047E+07 0.43047E+07 65 0.26212E+07 0.0000 0.0000 0.26212E+07 0.26212E+07 Max= 0.43047E+07 0.0000 0.0000 0.43414E+07 0.43414E+07 Min= 0.0000 0.0000 -0.43414E+07 18314. 18314. ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -18314. 18314. 18314. 3 0.0000 0.0000 -0.18847E+07 0.18847E+07 0.18847E+07 9 0.0000 0.0000 -0.30752E+07 0.30752E+07 0.30752E+07 11 0.39907E+06 0.0000 0.0000 0.39907E+06 0.39907E+06 17 0.0000 0.0000 -0.24750E+07 0.24750E+07 0.24750E+07 19 0.24383E+07 0.0000 0.0000 0.24383E+07 0.24383E+07 25 0.0000 0.0000 -0.43570E+06 0.43570E+06 0.43570E+06 27 0.30386E+07 0.0000 0.0000 0.30386E+07 0.30386E+07 33 0.18481E+07 0.0000 0.0000 0.18481E+07 0.18481E+07 35 0.0000 0.0000 -0.26578E+07 0.26578E+07 0.26578E+07 41 0.0000 0.0000 -0.43414E+07 0.43414E+07 0.43414E+07 43 0.57195E+06 0.0000 0.0000 0.57195E+06 0.57195E+06 49 0.0000 0.0000 -0.34926E+07 0.34926E+07 0.34926E+07 51 0.34559E+07 0.0000 0.0000 0.34559E+07 0.34559E+07 57 0.0000 0.0000 -0.60858E+06 0.60858E+06 0.60858E+06 59 0.43047E+07 0.0000 0.0000 0.43047E+07 0.43047E+07 65 0.26212E+07 0.0000 0.0000 0.26212E+07 0.26212E+07 Max= 0.43047E+07 0.0000 0.0000 0.43414E+07 0.43414E+07 Min= 0.0000 0.0000 -0.43414E+07 18314. 18314. STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 52 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -18314. 18314. 18314. 3 0.0000 0.0000 -0.18847E+07 0.18847E+07 0.18847E+07 9 0.0000 0.0000 -0.30752E+07 0.30752E+07 0.30752E+07 11 0.39907E+06 0.0000 0.0000 0.39907E+06 0.39907E+06 17 0.0000 0.0000 -0.24750E+07 0.24750E+07 0.24750E+07 19 0.24383E+07 0.0000 0.0000 0.24383E+07 0.24383E+07 25 0.0000 0.0000 -0.43570E+06 0.43570E+06 0.43570E+06 27 0.30386E+07 0.0000 0.0000 0.30386E+07 0.30386E+07 33 0.18481E+07 0.0000 0.0000 0.18481E+07 0.18481E+07 35 0.0000 0.0000 -0.26578E+07 0.26578E+07 0.26578E+07 41 0.0000 0.0000 -0.43414E+07 0.43414E+07 0.43414E+07 43 0.57195E+06 0.0000 0.0000 0.57195E+06 0.57195E+06 49 0.0000 0.0000 -0.34926E+07 0.34926E+07 0.34926E+07 51 0.34559E+07 0.0000 0.0000 0.34559E+07 0.34559E+07 57 0.0000 0.0000 -0.60858E+06 0.60858E+06 0.60858E+06 59 0.43047E+07 0.0000 0.0000 0.43047E+07 0.43047E+07 65 0.26212E+07 0.0000 0.0000 0.26212E+07 0.26212E+07 Max= 0.43047E+07 0.0000 0.0000 0.43414E+07 0.43414E+07 Min= 0.0000 0.0000 -0.43414E+07 18314. 18314. ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -18314. 18314. 18314. 3 0.0000 0.0000 -0.18847E+07 0.18847E+07 0.18847E+07 9 0.0000 0.0000 -0.30752E+07 0.30752E+07 0.30752E+07 11 0.39907E+06 0.0000 0.0000 0.39907E+06 0.39907E+06 17 0.0000 0.0000 -0.24750E+07 0.24750E+07 0.24750E+07 19 0.24383E+07 0.0000 0.0000 0.24383E+07 0.24383E+07 25 0.0000 0.0000 -0.43570E+06 0.43570E+06 0.43570E+06 27 0.30386E+07 0.0000 0.0000 0.30386E+07 0.30386E+07


ANNEXES

317

33 0.18481E+07 0.0000 0.0000 0.18481E+07 0.18481E+07 35 0.0000 0.0000 -0.26578E+07 0.26578E+07 0.26578E+07 41 0.0000 0.0000 -0.43414E+07 0.43414E+07 0.43414E+07 43 0.57195E+06 0.0000 0.0000 0.57195E+06 0.57195E+06 49 0.0000 0.0000 -0.34926E+07 0.34926E+07 0.34926E+07 51 0.34559E+07 0.0000 0.0000 0.34559E+07 0.34559E+07 57 0.0000 0.0000 -0.60858E+06 0.60858E+06 0.60858E+06 59 0.43047E+07 0.0000 0.0000 0.43047E+07 0.43047E+07 65 0.26212E+07 0.0000 0.0000 0.26212E+07 0.26212E+07 Max= 0.43047E+07 0.0000 0.0000 0.43414E+07 0.43414E+07 Min= 0.0000 0.0000 -0.43414E+07 18314. 18314. STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 53 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.14710E-06 0.0000 0.0000 0.14710E-06 0.14710E-06 9 0.10402E-06 0.0000 0.0000 0.10402E-06 0.10402E-06 11 0.10402E-06 0.0000 0.0000 0.10402E-06 0.10402E-06 17 0.0000 0.0000 0.0000 0.0000 0.0000 19 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.0000 0.0000 -0.10402E-06 0.10402E-06 0.10402E-06 27 0.0000 0.0000 -0.10402E-06 0.10402E-06 0.10402E-06 33 0.0000 0.0000 -0.14710E-06 0.14710E-06 0.14710E-06 35 0.20803E-06 0.0000 0.0000 0.20803E-06 0.20803E-06 41 0.14710E-06 0.0000 0.0000 0.14710E-06 0.14710E-06 43 0.14710E-06 0.0000 0.0000 0.14710E-06 0.14710E-06 49 0.0000 0.0000 0.0000 0.0000 0.0000 51 0.0000 0.0000 0.0000 0.0000 0.0000 57 0.0000 0.0000 -0.14710E-06 0.14710E-06 0.14710E-06 59 0.0000 0.0000 -0.14710E-06 0.14710E-06 0.14710E-06 65 0.0000 0.0000 -0.20803E-06 0.20803E-06 0.20803E-06 Max= 0.20803E-06 0.0000 0.0000 0.20803E-06 0.20803E-06 Min= 0.0000 0.0000 -0.20803E-06 0.0000 0.0000 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.14710E-06 0.0000 0.0000 0.14710E-06 0.14710E-06 9 0.10402E-06 0.0000 0.0000 0.10402E-06 0.10402E-06 11 0.10402E-06 0.0000 0.0000 0.10402E-06 0.10402E-06 17 0.0000 0.0000 0.0000 0.0000 0.0000 19 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.0000 0.0000 -0.10402E-06 0.10402E-06 0.10402E-06 27 0.0000 0.0000 -0.10402E-06 0.10402E-06 0.10402E-06 33 0.0000 0.0000 -0.14710E-06 0.14710E-06 0.14710E-06 35 0.20803E-06 0.0000 0.0000 0.20803E-06 0.20803E-06 41 0.14710E-06 0.0000 0.0000 0.14710E-06 0.14710E-06 43 0.14710E-06 0.0000 0.0000 0.14710E-06 0.14710E-06 49 0.0000 0.0000 0.0000 0.0000 0.0000 51 0.0000 0.0000 0.0000 0.0000 0.0000 57 0.0000 0.0000 -0.14710E-06 0.14710E-06 0.14710E-06 59 0.0000 0.0000 -0.14710E-06 0.14710E-06 0.14710E-06 65 0.0000 0.0000 -0.20803E-06 0.20803E-06 0.20803E-06 Max= 0.20803E-06 0.0000 0.0000 0.20803E-06 0.20803E-06 Min= 0.0000 0.0000 -0.20803E-06 0.0000 0.0000 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 54 SECTION ID = 100 ELEMENT NODE = 1


ANNEXES

318

SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.11624E+07 0.11624E+07 0.11624E+07 3 0.0000 0.0000 -0.11624E+07 0.11624E+07 0.11624E+07 9 0.0000 0.0000 -0.25449E+08 0.25449E+08 0.25449E+08 11 0.23124E+08 0.0000 0.0000 0.23124E+08 0.23124E+08 17 0.0000 0.0000 -0.35509E+08 0.35509E+08 0.35509E+08 19 0.33184E+08 0.0000 0.0000 0.33184E+08 0.33184E+08 25 0.0000 0.0000 -0.25449E+08 0.25449E+08 0.25449E+08 27 0.23124E+08 0.0000 0.0000 0.23124E+08 0.23124E+08 33 0.0000 0.0000 -0.11624E+07 0.11624E+07 0.11624E+07 35 0.0000 0.0000 -0.11624E+07 0.11624E+07 0.11624E+07 41 0.0000 0.0000 -0.35509E+08 0.35509E+08 0.35509E+08 43 0.33184E+08 0.0000 0.0000 0.33184E+08 0.33184E+08 49 0.0000 0.0000 -0.49736E+08 0.49736E+08 0.49736E+08 51 0.47411E+08 0.0000 0.0000 0.47411E+08 0.47411E+08 57 0.0000 0.0000 -0.35509E+08 0.35509E+08 0.35509E+08 59 0.33184E+08 0.0000 0.0000 0.33184E+08 0.33184E+08 65 0.0000 0.0000 -0.11624E+07 0.11624E+07 0.11624E+07 Max= 0.47411E+08 0.0000 0.0000 0.49736E+08 0.49736E+08 Min= 0.0000 0.0000 -0.49736E+08 0.11624E+07 0.11624E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.11624E+07 0.11624E+07 0.11624E+07 3 0.0000 0.0000 -0.11624E+07 0.11624E+07 0.11624E+07 9 0.0000 0.0000 -0.25449E+08 0.25449E+08 0.25449E+08 11 0.23124E+08 0.0000 0.0000 0.23124E+08 0.23124E+08 17 0.0000 0.0000 -0.35509E+08 0.35509E+08 0.35509E+08 19 0.33184E+08 0.0000 0.0000 0.33184E+08 0.33184E+08 25 0.0000 0.0000 -0.25449E+08 0.25449E+08 0.25449E+08 27 0.23124E+08 0.0000 0.0000 0.23124E+08 0.23124E+08 33 0.0000 0.0000 -0.11624E+07 0.11624E+07 0.11624E+07 35 0.0000 0.0000 -0.11624E+07 0.11624E+07 0.11624E+07 41 0.0000 0.0000 -0.35509E+08 0.35509E+08 0.35509E+08 43 0.33184E+08 0.0000 0.0000 0.33184E+08 0.33184E+08 49 0.0000 0.0000 -0.49736E+08 0.49736E+08 0.49736E+08 51 0.47411E+08 0.0000 0.0000 0.47411E+08 0.47411E+08 57 0.0000 0.0000 -0.35509E+08 0.35509E+08 0.35509E+08 59 0.33184E+08 0.0000 0.0000 0.33184E+08 0.33184E+08 65 0.0000 0.0000 -0.11624E+07 0.11624E+07 0.11624E+07 Max= 0.47411E+08 0.0000 0.0000 0.49736E+08 0.49736E+08 Min= 0.0000 0.0000 -0.49736E+08 0.11624E+07 0.11624E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 55 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.11204E+07 0.11204E+07 0.11204E+07 3 0.0000 0.0000 -0.11204E+07 0.11204E+07 0.11204E+07 9 0.0000 0.0000 -0.11004E+08 0.11004E+08 0.11004E+08 11 0.87630E+07 0.0000 0.0000 0.87630E+07 0.87630E+07 17 0.0000 0.0000 -0.15098E+08 0.15098E+08 0.15098E+08 19 0.12857E+08 0.0000 0.0000 0.12857E+08 0.12857E+08 25 0.0000 0.0000 -0.11004E+08 0.11004E+08 0.11004E+08 27 0.87630E+07 0.0000 0.0000 0.87630E+07 0.87630E+07 33 0.0000 0.0000 -0.11204E+07 0.11204E+07 0.11204E+07 35 0.0000 0.0000 -0.11204E+07 0.11204E+07 0.11204E+07 41 0.0000 0.0000 -0.15098E+08 0.15098E+08 0.15098E+08 43 0.12857E+08 0.0000 0.0000 0.12857E+08 0.12857E+08 49 0.0000 0.0000 -0.20887E+08 0.20887E+08 0.20887E+08 51 0.18646E+08 0.0000 0.0000 0.18646E+08 0.18646E+08 57 0.0000 0.0000 -0.15098E+08 0.15098E+08 0.15098E+08 59 0.12857E+08 0.0000 0.0000 0.12857E+08 0.12857E+08 65 0.0000 0.0000 -0.11204E+07 0.11204E+07 0.11204E+07 Max= 0.18646E+08 0.0000 0.0000 0.20887E+08 0.20887E+08


ANNEXES

319

Min= 0.0000 0.0000 -0.20887E+08 0.11204E+07 0.11204E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.11204E+07 0.11204E+07 0.11204E+07 3 0.0000 0.0000 -0.11204E+07 0.11204E+07 0.11204E+07 9 0.0000 0.0000 -0.11004E+08 0.11004E+08 0.11004E+08 11 0.87630E+07 0.0000 0.0000 0.87630E+07 0.87630E+07 17 0.0000 0.0000 -0.15098E+08 0.15098E+08 0.15098E+08 19 0.12857E+08 0.0000 0.0000 0.12857E+08 0.12857E+08 25 0.0000 0.0000 -0.11004E+08 0.11004E+08 0.11004E+08 27 0.87630E+07 0.0000 0.0000 0.87630E+07 0.87630E+07 33 0.0000 0.0000 -0.11204E+07 0.11204E+07 0.11204E+07 35 0.0000 0.0000 -0.11204E+07 0.11204E+07 0.11204E+07 41 0.0000 0.0000 -0.15098E+08 0.15098E+08 0.15098E+08 43 0.12857E+08 0.0000 0.0000 0.12857E+08 0.12857E+08 49 0.0000 0.0000 -0.20887E+08 0.20887E+08 0.20887E+08 51 0.18646E+08 0.0000 0.0000 0.18646E+08 0.18646E+08 57 0.0000 0.0000 -0.15098E+08 0.15098E+08 0.15098E+08 59 0.12857E+08 0.0000 0.0000 0.12857E+08 0.12857E+08 65 0.0000 0.0000 -0.11204E+07 0.11204E+07 0.11204E+07 Max= 0.18646E+08 0.0000 0.0000 0.20887E+08 0.20887E+08 Min= 0.0000 0.0000 -0.20887E+08 0.11204E+07 0.11204E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 56 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 3 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 9 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 11 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 17 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 19 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 25 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 27 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 33 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 35 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 41 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 43 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 49 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 51 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 57 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 59 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 65 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 Max= 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 Min= 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 3 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 9 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 11 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 17 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 19 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 25 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 27 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 33 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 35 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 41 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 43 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 49 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 51 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07


ANNEXES

320

57 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 59 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 65 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 Max= 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 Min= 0.0000 0.0000 -0.12618E+07 0.12618E+07 0.12618E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 57 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.49410E+08 -0.28749E-02 -0.75026E+06 0.50160E+08 0.49789E+08 3 0.54236E+08 -0.30634E-02 -0.84384E+06 0.55080E+08 0.54663E+08 12 0.39124E+08 -0.91551E-03 -0.11698E+07 0.40293E+08 0.39722E+08 10 0.35801E+08 -0.88112E-03 -0.10355E+07 0.36836E+08 0.36330E+08 13 0.38567E+08 -0.11788E-02 -0.96120E+06 0.39528E+08 0.39056E+08 15 0.42194E+08 -0.12343E-02 -0.10847E+07 0.43279E+08 0.42747E+08 24 0.89516E+07 0.0000 -0.51126E+07 0.14064E+08 0.12330E+08 22 0.84495E+07 0.0000 -0.43873E+07 0.12837E+08 0.11301E+08 25 0.11346E+08 0.0000 -0.32672E+07 0.14613E+08 0.13285E+08 27 0.12088E+08 0.0000 -0.37861E+07 0.15874E+08 0.14360E+08 36 0.15020E+07 0.59268E-03 -0.30471E+08 0.31973E+08 0.31249E+08 34 0.13809E+07 0.49844E-03 -0.26846E+08 0.28227E+08 0.27562E+08 37 0.15344E+07 0.35603E-03 -0.24159E+08 0.25693E+08 0.24962E+08 39 0.16655E+07 0.42628E-03 -0.27478E+08 0.29144E+08 0.28348E+08 48 0.10811E+07 0.16696E-02 -0.42332E+08 0.43413E+08 0.42883E+08 46 0.98836E+06 0.14310E-02 -0.37507E+08 0.38495E+08 0.38011E+08 Max= 0.54236E+08 0.16696E-02 -0.75026E+06 0.55080E+08 0.54663E+08 Min= 0.98836E+06 -0.30634E-02 -0.42332E+08 0.12837E+08 0.11301E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.49410E+08 -0.28749E-02 -0.75026E+06 0.50160E+08 0.49789E+08 3 0.54236E+08 -0.30634E-02 -0.84384E+06 0.55080E+08 0.54663E+08 12 0.39124E+08 -0.91551E-03 -0.11698E+07 0.40293E+08 0.39722E+08 10 0.35801E+08 -0.88112E-03 -0.10355E+07 0.36836E+08 0.36330E+08 13 0.38567E+08 -0.11788E-02 -0.96120E+06 0.39528E+08 0.39056E+08 15 0.42194E+08 -0.12343E-02 -0.10847E+07 0.43279E+08 0.42747E+08 24 0.89516E+07 0.0000 -0.51126E+07 0.14064E+08 0.12330E+08 22 0.84495E+07 0.0000 -0.43873E+07 0.12837E+08 0.11301E+08 25 0.11346E+08 0.0000 -0.32672E+07 0.14613E+08 0.13285E+08 27 0.12088E+08 0.0000 -0.37861E+07 0.15874E+08 0.14360E+08 36 0.15020E+07 0.59268E-03 -0.30471E+08 0.31973E+08 0.31249E+08 34 0.13809E+07 0.49844E-03 -0.26846E+08 0.28227E+08 0.27562E+08 37 0.15344E+07 0.35603E-03 -0.24159E+08 0.25693E+08 0.24962E+08 39 0.16655E+07 0.42628E-03 -0.27478E+08 0.29144E+08 0.28348E+08 48 0.10811E+07 0.16696E-02 -0.42332E+08 0.43413E+08 0.42883E+08 46 0.98836E+06 0.14310E-02 -0.37507E+08 0.38495E+08 0.38011E+08 Max= 0.54236E+08 0.16696E-02 -0.75026E+06 0.55080E+08 0.54663E+08 Min= 0.98836E+06 -0.30634E-02 -0.42332E+08 0.12837E+08 0.11301E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 58 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.43200E+08 -0.21418E-02 -0.74687E+06 0.43947E+08 0.43578E+08 3 0.47446E+08 -0.22848E-02 -0.83954E+06 0.48286E+08 0.47872E+08 12 0.33296E+08 -0.57880E-03 -0.11963E+07 0.34492E+08 0.33910E+08 10 0.30456E+08 -0.55935E-03 -0.10594E+07 0.31515E+08 0.30999E+08 13 0.34544E+08 -0.93942E-03 -0.93402E+06 0.35478E+08 0.35020E+08 15 0.37834E+08 -0.98636E-03 -0.10528E+07 0.38887E+08 0.38371E+08


ANNEXES

321

24 0.72513E+07 0.0000 -0.54932E+07 0.12745E+08 0.11072E+08 22 0.68200E+07 0.0000 -0.47309E+07 0.11551E+08 0.10058E+08 25 0.10985E+08 0.0000 -0.29372E+07 0.13922E+08 0.12710E+08 27 0.11764E+08 0.0000 -0.33859E+07 0.15150E+08 0.13773E+08 36 0.14194E+07 0.53077E-03 -0.28064E+08 0.29483E+08 0.28800E+08 34 0.13023E+07 0.44925E-03 -0.24775E+08 0.26078E+08 0.25452E+08 37 0.15504E+07 0.25747E-03 -0.20810E+08 0.22361E+08 0.21627E+08 39 0.16844E+07 0.30731E-03 -0.23648E+08 0.25332E+08 0.24533E+08 48 0.10613E+07 0.13286E-02 -0.37532E+08 0.38593E+08 0.38073E+08 46 0.96933E+06 0.11420E-02 -0.33286E+08 0.34255E+08 0.33781E+08 Max= 0.47446E+08 0.13286E-02 -0.74687E+06 0.48286E+08 0.47872E+08 Min= 0.96933E+06 -0.22848E-02 -0.37532E+08 0.11551E+08 0.10058E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.43200E+08 -0.21418E-02 -0.74687E+06 0.43947E+08 0.43578E+08 3 0.47446E+08 -0.22848E-02 -0.83954E+06 0.48286E+08 0.47872E+08 12 0.33296E+08 -0.57880E-03 -0.11963E+07 0.34492E+08 0.33910E+08 10 0.30456E+08 -0.55935E-03 -0.10594E+07 0.31515E+08 0.30999E+08 13 0.34544E+08 -0.93942E-03 -0.93402E+06 0.35478E+08 0.35020E+08 15 0.37834E+08 -0.98636E-03 -0.10528E+07 0.38887E+08 0.38371E+08 24 0.72513E+07 0.0000 -0.54932E+07 0.12745E+08 0.11072E+08 22 0.68200E+07 0.0000 -0.47309E+07 0.11551E+08 0.10058E+08 25 0.10985E+08 0.0000 -0.29372E+07 0.13922E+08 0.12710E+08 27 0.11764E+08 0.0000 -0.33859E+07 0.15150E+08 0.13773E+08 36 0.14194E+07 0.53077E-03 -0.28064E+08 0.29483E+08 0.28800E+08 34 0.13023E+07 0.44925E-03 -0.24775E+08 0.26078E+08 0.25452E+08 37 0.15504E+07 0.25747E-03 -0.20810E+08 0.22361E+08 0.21627E+08 39 0.16844E+07 0.30731E-03 -0.23648E+08 0.25332E+08 0.24533E+08 48 0.10613E+07 0.13286E-02 -0.37532E+08 0.38593E+08 0.38073E+08 46 0.96933E+06 0.11420E-02 -0.33286E+08 0.34255E+08 0.33781E+08 Max= 0.47446E+08 0.13286E-02 -0.74687E+06 0.48286E+08 0.47872E+08 Min= 0.96933E+06 -0.22848E-02 -0.37532E+08 0.11551E+08 0.10058E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 59 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.98836E+06 0.14310E-02 -0.37507E+08 0.38495E+08 0.38011E+08 3 0.10811E+07 0.16696E-02 -0.42332E+08 0.43413E+08 0.42883E+08 12 0.15020E+07 0.59267E-03 -0.30471E+08 0.31973E+08 0.31249E+08 10 0.13809E+07 0.49843E-03 -0.26846E+08 0.28227E+08 0.27562E+08 13 0.15344E+07 0.35604E-03 -0.24159E+08 0.25693E+08 0.24962E+08 15 0.16655E+07 0.42628E-03 -0.27478E+08 0.29144E+08 0.28348E+08 24 0.89516E+07 0.0000 -0.51126E+07 0.14064E+08 0.12330E+08 22 0.84495E+07 0.0000 -0.43873E+07 0.12837E+08 0.11301E+08 25 0.11346E+08 0.0000 -0.32672E+07 0.14613E+08 0.13285E+08 27 0.12088E+08 0.0000 -0.37861E+07 0.15874E+08 0.14360E+08 36 0.39124E+08 -0.91552E-03 -0.11698E+07 0.40293E+08 0.39722E+08 34 0.35801E+08 -0.88112E-03 -0.10355E+07 0.36836E+08 0.36330E+08 37 0.38567E+08 -0.11788E-02 -0.96120E+06 0.39528E+08 0.39056E+08 39 0.42194E+08 -0.12343E-02 -0.10847E+07 0.43279E+08 0.42747E+08 48 0.54236E+08 -0.30634E-02 -0.84384E+06 0.55080E+08 0.54663E+08 46 0.49410E+08 -0.28749E-02 -0.75026E+06 0.50160E+08 0.49789E+08 Max= 0.54236E+08 0.16696E-02 -0.75026E+06 0.55080E+08 0.54663E+08 Min= 0.98836E+06 -0.30634E-02 -0.42332E+08 0.12837E+08 0.11301E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.98836E+06 0.14310E-02 -0.37507E+08 0.38495E+08 0.38011E+08 3 0.10811E+07 0.16696E-02 -0.42332E+08 0.43413E+08 0.42883E+08 12 0.15020E+07 0.59267E-03 -0.30471E+08 0.31973E+08 0.31249E+08 10 0.13809E+07 0.49843E-03 -0.26846E+08 0.28227E+08 0.27562E+08


ANNEXES

322

13 0.15344E+07 0.35604E-03 -0.24159E+08 0.25693E+08 0.24962E+08 15 0.16655E+07 0.42628E-03 -0.27478E+08 0.29144E+08 0.28348E+08 24 0.89516E+07 0.0000 -0.51126E+07 0.14064E+08 0.12330E+08 22 0.84495E+07 0.0000 -0.43873E+07 0.12837E+08 0.11301E+08 25 0.11346E+08 0.0000 -0.32672E+07 0.14613E+08 0.13285E+08 27 0.12088E+08 0.0000 -0.37861E+07 0.15874E+08 0.14360E+08 36 0.39124E+08 -0.91552E-03 -0.11698E+07 0.40293E+08 0.39722E+08 34 0.35801E+08 -0.88112E-03 -0.10355E+07 0.36836E+08 0.36330E+08 37 0.38567E+08 -0.11788E-02 -0.96120E+06 0.39528E+08 0.39056E+08 39 0.42194E+08 -0.12343E-02 -0.10847E+07 0.43279E+08 0.42747E+08 48 0.54236E+08 -0.30634E-02 -0.84384E+06 0.55080E+08 0.54663E+08 46 0.49410E+08 -0.28749E-02 -0.75026E+06 0.50160E+08 0.49789E+08 Max= 0.54236E+08 0.16696E-02 -0.75026E+06 0.55080E+08 0.54663E+08 Min= 0.98836E+06 -0.30634E-02 -0.42332E+08 0.12837E+08 0.11301E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 60 SECTION ID = 3 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.96933E+06 0.11420E-02 -0.33286E+08 0.34255E+08 0.33781E+08 3 0.10613E+07 0.13286E-02 -0.37532E+08 0.38593E+08 0.38073E+08 12 0.14194E+07 0.53076E-03 -0.28064E+08 0.29483E+08 0.28800E+08 10 0.13023E+07 0.44925E-03 -0.24775E+08 0.26078E+08 0.25452E+08 13 0.15504E+07 0.25746E-03 -0.20810E+08 0.22361E+08 0.21627E+08 15 0.16844E+07 0.30731E-03 -0.23648E+08 0.25332E+08 0.24533E+08 24 0.72513E+07 0.0000 -0.54932E+07 0.12745E+08 0.11072E+08 22 0.68200E+07 0.0000 -0.47309E+07 0.11551E+08 0.10058E+08 25 0.10985E+08 0.0000 -0.29372E+07 0.13922E+08 0.12710E+08 27 0.11764E+08 0.0000 -0.33859E+07 0.15150E+08 0.13773E+08 36 0.33296E+08 -0.57879E-03 -0.11963E+07 0.34492E+08 0.33910E+08 34 0.30456E+08 -0.55934E-03 -0.10594E+07 0.31515E+08 0.30999E+08 37 0.34544E+08 -0.93945E-03 -0.93402E+06 0.35478E+08 0.35020E+08 39 0.37834E+08 -0.98633E-03 -0.10528E+07 0.38887E+08 0.38371E+08 48 0.47446E+08 -0.22849E-02 -0.83954E+06 0.48286E+08 0.47872E+08 46 0.43200E+08 -0.21418E-02 -0.74687E+06 0.43947E+08 0.43578E+08 Max= 0.47446E+08 0.13286E-02 -0.74687E+06 0.48286E+08 0.47872E+08 Min= 0.96933E+06 -0.22849E-02 -0.37532E+08 0.11551E+08 0.10058E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.96933E+06 0.11420E-02 -0.33286E+08 0.34255E+08 0.33781E+08 3 0.10613E+07 0.13286E-02 -0.37532E+08 0.38593E+08 0.38073E+08 12 0.14194E+07 0.53076E-03 -0.28064E+08 0.29483E+08 0.28800E+08 10 0.13023E+07 0.44925E-03 -0.24775E+08 0.26078E+08 0.25452E+08 13 0.15504E+07 0.25746E-03 -0.20810E+08 0.22361E+08 0.21627E+08 15 0.16844E+07 0.30731E-03 -0.23648E+08 0.25332E+08 0.24533E+08 24 0.72513E+07 0.0000 -0.54932E+07 0.12745E+08 0.11072E+08 22 0.68200E+07 0.0000 -0.47309E+07 0.11551E+08 0.10058E+08 25 0.10985E+08 0.0000 -0.29372E+07 0.13922E+08 0.12710E+08 27 0.11764E+08 0.0000 -0.33859E+07 0.15150E+08 0.13773E+08 36 0.33296E+08 -0.57879E-03 -0.11963E+07 0.34492E+08 0.33910E+08 34 0.30456E+08 -0.55934E-03 -0.10594E+07 0.31515E+08 0.30999E+08 37 0.34544E+08 -0.93945E-03 -0.93402E+06 0.35478E+08 0.35020E+08 39 0.37834E+08 -0.98633E-03 -0.10528E+07 0.38887E+08 0.38371E+08 48 0.47446E+08 -0.22849E-02 -0.83954E+06 0.48286E+08 0.47872E+08 46 0.43200E+08 -0.21418E-02 -0.74687E+06 0.43947E+08 0.43578E+08 Max= 0.47446E+08 0.13286E-02 -0.74687E+06 0.48286E+08 0.47872E+08 Min= 0.96933E+06 -0.22849E-02 -0.37532E+08 0.11551E+08 0.10058E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 61 SECTION ID = 49 ELEMENT NODE = 1


ANNEXES

323

SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.65433E+07 0.65433E+07 0.65433E+07 3 0.0000 0.0000 -0.69621E+07 0.69621E+07 0.69621E+07 12 0.0000 0.0000 -0.12222E+08 0.12222E+08 0.12222E+08 10 0.0000 0.0000 -0.10994E+08 0.10994E+08 0.10994E+08 13 0.0000 0.0000 -0.74341E+06 0.74341E+06 0.74341E+06 15 0.0000 0.0000 -0.10770E+06 0.10770E+06 0.10770E+06 24 0.0000 0.0000 -0.12806E+08 0.12806E+08 0.12806E+08 22 0.0000 0.0000 -0.11488E+08 0.11488E+08 0.11488E+08 25 0.30083E+07 0.0000 0.0000 0.30083E+07 0.30083E+07 27 0.43262E+07 0.0000 0.0000 0.43262E+07 0.43262E+07 36 0.0000 0.0000 -0.83718E+07 0.83718E+07 0.83718E+07 34 0.0000 0.0000 -0.77361E+07 0.77361E+07 0.77361E+07 37 0.25143E+07 0.0000 0.0000 0.25143E+07 0.25143E+07 39 0.37423E+07 0.0000 0.0000 0.37423E+07 0.37423E+07 48 0.0000 0.0000 -0.15174E+07 0.15174E+07 0.15174E+07 46 0.0000 0.0000 -0.19362E+07 0.19362E+07 0.19362E+07 Max= 0.43262E+07 0.0000 0.0000 0.12806E+08 0.12806E+08 Min= 0.0000 0.0000 -0.12806E+08 0.10770E+06 0.10770E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.65433E+07 0.65433E+07 0.65433E+07 3 0.0000 0.0000 -0.69621E+07 0.69621E+07 0.69621E+07 12 0.0000 0.0000 -0.12222E+08 0.12222E+08 0.12222E+08 10 0.0000 0.0000 -0.10994E+08 0.10994E+08 0.10994E+08 13 0.0000 0.0000 -0.74341E+06 0.74341E+06 0.74341E+06 15 0.0000 0.0000 -0.10770E+06 0.10770E+06 0.10770E+06 24 0.0000 0.0000 -0.12806E+08 0.12806E+08 0.12806E+08 22 0.0000 0.0000 -0.11488E+08 0.11488E+08 0.11488E+08 25 0.30083E+07 0.0000 0.0000 0.30083E+07 0.30083E+07 27 0.43262E+07 0.0000 0.0000 0.43262E+07 0.43262E+07 36 0.0000 0.0000 -0.83718E+07 0.83718E+07 0.83718E+07 34 0.0000 0.0000 -0.77361E+07 0.77361E+07 0.77361E+07 37 0.25143E+07 0.0000 0.0000 0.25143E+07 0.25143E+07 39 0.37423E+07 0.0000 0.0000 0.37423E+07 0.37423E+07 48 0.0000 0.0000 -0.15174E+07 0.15174E+07 0.15174E+07 46 0.0000 0.0000 -0.19362E+07 0.19362E+07 0.19362E+07 Max= 0.43262E+07 0.0000 0.0000 0.12806E+08 0.12806E+08 Min= 0.0000 0.0000 -0.12806E+08 0.10770E+06 0.10770E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 62 SECTION ID = 49 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.34802E+07 0.0000 0.0000 0.34802E+07 0.34802E+07 3 0.39475E+07 0.0000 0.0000 0.39475E+07 0.39475E+07 12 0.33980E+07 0.0000 0.0000 0.33980E+07 0.33980E+07 10 0.30152E+07 0.0000 0.0000 0.30152E+07 0.30152E+07 13 0.24395E+07 0.0000 0.0000 0.24395E+07 0.24395E+07 15 0.27176E+07 0.0000 0.0000 0.27176E+07 0.27176E+07 24 0.13909E+07 0.0000 0.0000 0.13909E+07 0.13909E+07 22 0.13169E+07 0.0000 0.0000 0.13169E+07 0.13169E+07 25 0.50276E+06 0.0000 0.0000 0.50276E+06 0.50276E+06 27 0.42875E+06 0.0000 0.0000 0.42875E+06 0.42875E+06 36 0.0000 0.0000 -0.89795E+06 0.89795E+06 0.89795E+06 34 0.0000 0.0000 -0.61982E+06 0.61982E+06 0.61982E+06 37 0.0000 0.0000 -0.11955E+07 0.11955E+07 0.11955E+07 39 0.0000 0.0000 -0.15783E+07 0.15783E+07 0.15783E+07 48 0.0000 0.0000 -0.21278E+07 0.21278E+07 0.21278E+07 46 0.0000 0.0000 -0.16605E+07 0.16605E+07 0.16605E+07 Max= 0.39475E+07 0.0000 0.0000 0.39475E+07 0.39475E+07 Min= 0.0000 0.0000 -0.21278E+07 0.42875E+06 0.42875E+06


ANNEXES

324

ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.34802E+07 0.0000 0.0000 0.34802E+07 0.34802E+07 3 0.39475E+07 0.0000 0.0000 0.39475E+07 0.39475E+07 12 0.33980E+07 0.0000 0.0000 0.33980E+07 0.33980E+07 10 0.30152E+07 0.0000 0.0000 0.30152E+07 0.30152E+07 13 0.24395E+07 0.0000 0.0000 0.24395E+07 0.24395E+07 15 0.27176E+07 0.0000 0.0000 0.27176E+07 0.27176E+07 24 0.13909E+07 0.0000 0.0000 0.13909E+07 0.13909E+07 22 0.13169E+07 0.0000 0.0000 0.13169E+07 0.13169E+07 25 0.50276E+06 0.0000 0.0000 0.50276E+06 0.50276E+06 27 0.42875E+06 0.0000 0.0000 0.42875E+06 0.42875E+06 36 0.0000 0.0000 -0.89795E+06 0.89795E+06 0.89795E+06 34 0.0000 0.0000 -0.61982E+06 0.61982E+06 0.61982E+06 37 0.0000 0.0000 -0.11955E+07 0.11955E+07 0.11955E+07 39 0.0000 0.0000 -0.15783E+07 0.15783E+07 0.15783E+07 48 0.0000 0.0000 -0.21278E+07 0.21278E+07 0.21278E+07 46 0.0000 0.0000 -0.16605E+07 0.16605E+07 0.16605E+07 Max= 0.39475E+07 0.0000 0.0000 0.39475E+07 0.39475E+07 Min= 0.0000 0.0000 -0.21278E+07 0.42875E+06 0.42875E+06


ANNEXES

325

F.3.8.- Resultats de la 1a comprovació LOAD STEP= 1 SUBSTEP= 1 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 1 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.18012E-05 0.18012E-05 0.18012E-05 3 0.0000 0.0000 -0.19537E-05 0.19537E-05 0.19537E-05 12 0.0000 0.0000 -0.13815E-05 0.13815E-05 0.13815E-05 10 0.0000 0.0000 -0.12737E-05 0.12737E-05 0.12737E-05 13 0.0000 0.0000 -0.12737E-05 0.12737E-05 0.12737E-05 15 0.0000 0.0000 -0.13815E-05 0.13815E-05 0.13815E-05 24 0.0000 0.0000 0.0000 0.0000 0.0000 22 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.0000 0.0000 0.0000 0.0000 0.0000 27 0.0000 0.0000 0.0000 0.0000 0.0000 36 0.13815E-05 0.0000 0.0000 0.13815E-05 0.13815E-05 34 0.12737E-05 0.0000 0.0000 0.12737E-05 0.12737E-05 37 0.12737E-05 0.0000 0.0000 0.12737E-05 0.12737E-05 39 0.13815E-05 0.0000 0.0000 0.13815E-05 0.13815E-05 48 0.19537E-05 0.0000 0.0000 0.19537E-05 0.19537E-05 46 0.18012E-05 0.0000 0.0000 0.18012E-05 0.18012E-05 Max= 0.19537E-05 0.0000 0.0000 0.19537E-05 0.19537E-05 Min= 0.0000 0.0000 -0.19537E-05 0.0000 0.0000 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.18012E-05 0.18012E-05 0.18012E-05 3 0.0000 0.0000 -0.19537E-05 0.19537E-05 0.19537E-05 12 0.0000 0.0000 -0.13815E-05 0.13815E-05 0.13815E-05 10 0.0000 0.0000 -0.12737E-05 0.12737E-05 0.12737E-05 13 0.0000 0.0000 -0.12737E-05 0.12737E-05 0.12737E-05 15 0.0000 0.0000 -0.13815E-05 0.13815E-05 0.13815E-05 24 0.0000 0.0000 0.0000 0.0000 0.0000 22 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.0000 0.0000 0.0000 0.0000 0.0000 27 0.0000 0.0000 0.0000 0.0000 0.0000 36 0.13815E-05 0.0000 0.0000 0.13815E-05 0.13815E-05 34 0.12737E-05 0.0000 0.0000 0.12737E-05 0.12737E-05 37 0.12737E-05 0.0000 0.0000 0.12737E-05 0.12737E-05 39 0.13815E-05 0.0000 0.0000 0.13815E-05 0.13815E-05 48 0.19537E-05 0.0000 0.0000 0.19537E-05 0.19537E-05 46 0.18012E-05 0.0000 0.0000 0.18012E-05 0.18012E-05 Max= 0.19537E-05 0.0000 0.0000 0.19537E-05 0.19537E-05 Min= 0.0000 0.0000 -0.19537E-05 0.0000 0.0000 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 2 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.36025E-05 0.36025E-05 0.36025E-05 3 0.0000 0.0000 -0.39075E-05 0.39075E-05 0.39075E-05 12 0.0000 0.0000 -0.13815E-05 0.13815E-05 0.13815E-05 10 0.0000 0.0000 -0.12737E-05 0.12737E-05 0.12737E-05 13 0.0000 0.0000 -0.38210E-05 0.38210E-05 0.38210E-05 15 0.0000 0.0000 -0.41445E-05 0.41445E-05 0.41445E-05 24 0.19537E-05 0.0000 0.0000 0.19537E-05 0.19537E-05 22 0.18012E-05 0.0000 0.0000 0.18012E-05 0.18012E-05


ANNEXES

326

25 0.0000 0.0000 -0.18012E-05 0.18012E-05 0.18012E-05 27 0.0000 0.0000 -0.19537E-05 0.19537E-05 0.19537E-05 36 0.41445E-05 0.0000 0.0000 0.41445E-05 0.41445E-05 34 0.38210E-05 0.0000 0.0000 0.38210E-05 0.38210E-05 37 0.12737E-05 0.0000 0.0000 0.12737E-05 0.12737E-05 39 0.13815E-05 0.0000 0.0000 0.13815E-05 0.13815E-05 48 0.39075E-05 0.0000 0.0000 0.39075E-05 0.39075E-05 46 0.36025E-05 0.0000 0.0000 0.36025E-05 0.36025E-05 Max= 0.41445E-05 0.0000 0.0000 0.41445E-05 0.41445E-05 Min= 0.0000 0.0000 -0.41445E-05 0.12737E-05 0.12737E-05 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.36025E-05 0.36025E-05 0.36025E-05 3 0.0000 0.0000 -0.39075E-05 0.39075E-05 0.39075E-05 12 0.0000 0.0000 -0.13815E-05 0.13815E-05 0.13815E-05 10 0.0000 0.0000 -0.12737E-05 0.12737E-05 0.12737E-05 13 0.0000 0.0000 -0.38210E-05 0.38210E-05 0.38210E-05 15 0.0000 0.0000 -0.41445E-05 0.41445E-05 0.41445E-05 24 0.19537E-05 0.0000 0.0000 0.19537E-05 0.19537E-05 22 0.18012E-05 0.0000 0.0000 0.18012E-05 0.18012E-05 25 0.0000 0.0000 -0.18012E-05 0.18012E-05 0.18012E-05 27 0.0000 0.0000 -0.19537E-05 0.19537E-05 0.19537E-05 36 0.41445E-05 0.0000 0.0000 0.41445E-05 0.41445E-05 34 0.38210E-05 0.0000 0.0000 0.38210E-05 0.38210E-05 37 0.12737E-05 0.0000 0.0000 0.12737E-05 0.12737E-05 39 0.13815E-05 0.0000 0.0000 0.13815E-05 0.13815E-05 48 0.39075E-05 0.0000 0.0000 0.39075E-05 0.39075E-05 46 0.36025E-05 0.0000 0.0000 0.36025E-05 0.36025E-05 Max= 0.41445E-05 0.0000 0.0000 0.41445E-05 0.41445E-05 Min= 0.0000 0.0000 -0.41445E-05 0.12737E-05 0.12737E-05 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 3 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.32172E+09 0.32172E+09 0.32172E+09 3 0.0000 0.0000 -0.34896E+09 0.34896E+09 0.34896E+09 12 0.0000 0.0000 -0.24284E+09 0.24284E+09 0.24284E+09 10 0.0000 0.0000 -0.22388E+09 0.22388E+09 0.22388E+09 13 0.0000 0.0000 -0.23110E+09 0.23110E+09 0.23110E+09 15 0.0000 0.0000 -0.25067E+09 0.25067E+09 0.25067E+09 24 0.55378E+07 0.0000 0.0000 0.55378E+07 0.55378E+07 22 0.51056E+07 0.0000 0.0000 0.51056E+07 0.51056E+07 25 0.0000 0.0000 -0.51056E+07 0.51056E+07 0.51056E+07 27 0.0000 0.0000 -0.55378E+07 0.55378E+07 0.55378E+07 36 0.25067E+09 0.0000 0.0000 0.25067E+09 0.25067E+09 34 0.23110E+09 0.0000 0.0000 0.23110E+09 0.23110E+09 37 0.22388E+09 0.0000 0.0000 0.22388E+09 0.22388E+09 39 0.24284E+09 0.0000 0.0000 0.24284E+09 0.24284E+09 48 0.34896E+09 0.0000 0.0000 0.34896E+09 0.34896E+09 46 0.32172E+09 0.0000 0.0000 0.32172E+09 0.32172E+09 Max= 0.34896E+09 0.0000 0.0000 0.34896E+09 0.34896E+09 Min= 0.0000 0.0000 -0.34896E+09 0.51056E+07 0.51056E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.32172E+09 0.32172E+09 0.32172E+09 3 0.0000 0.0000 -0.34896E+09 0.34896E+09 0.34896E+09 12 0.0000 0.0000 -0.24284E+09 0.24284E+09 0.24284E+09 10 0.0000 0.0000 -0.22388E+09 0.22388E+09 0.22388E+09 13 0.0000 0.0000 -0.23110E+09 0.23110E+09 0.23110E+09 15 0.0000 0.0000 -0.25067E+09 0.25067E+09 0.25067E+09


ANNEXES

327



ANNEXES

328

1 0.36589E+09 -7.9243 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9962 -18411. 0.37035E+09 0.37034E+09 12 0.27491E+09 -3.2687 -24809. 0.27494E+09 0.27493E+09 10 0.27176E+09 -3.2444 -24424. 0.27179E+09 0.27178E+09 13 0.26976E+09 -3.1734 -24605. 0.26979E+09 0.26978E+09 15 0.27289E+09 -3.1969 -24993. 0.27291E+09 0.27290E+09 24 0.42653E+08 0.0000 -0.15992E+06 0.42813E+08 0.42734E+08 22 0.42630E+08 0.0000 -0.15572E+06 0.42786E+08 0.42708E+08 25 0.39815E+08 0.0000 -0.16673E+06 0.39982E+08 0.39899E+08 27 0.39800E+08 0.0000 -0.17138E+06 0.39972E+08 0.39886E+08 36 35753. 1.0928 -0.19078E+09 0.19081E+09 0.19080E+09 34 35375. 1.0686 -0.18765E+09 0.18769E+09 0.18767E+09 37 35003. 1.1031 -0.18965E+09 0.18969E+09 0.18967E+09 39 35378. 1.1280 -0.19280E+09 0.19284E+09 0.19282E+09 48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9962 -0.28821E+09 0.39972E+08 0.39886E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9243 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9962 -18411. 0.37035E+09 0.37034E+09 12 0.27491E+09 -3.2687 -24809. 0.27494E+09 0.27493E+09 10 0.27176E+09 -3.2444 -24424. 0.27179E+09 0.27178E+09 13 0.26976E+09 -3.1734 -24605. 0.26979E+09 0.26978E+09 15 0.27289E+09 -3.1969 -24993. 0.27291E+09 0.27290E+09 24 0.42653E+08 0.0000 -0.15992E+06 0.42813E+08 0.42734E+08 22 0.42630E+08 0.0000 -0.15572E+06 0.42786E+08 0.42708E+08 25 0.39815E+08 0.0000 -0.16673E+06 0.39982E+08 0.39899E+08 27 0.39800E+08 0.0000 -0.17138E+06 0.39972E+08 0.39886E+08 36 35753. 1.0928 -0.19078E+09 0.19081E+09 0.19080E+09 34 35375. 1.0686 -0.18765E+09 0.18769E+09 0.18767E+09 37 35003. 1.1031 -0.18965E+09 0.18969E+09 0.18967E+09 39 35378. 1.1280 -0.19280E+09 0.19284E+09 0.19282E+09 48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9962 -0.28821E+09 0.39972E+08 0.39886E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 6 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9244 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9963 -18411. 0.37035E+09 0.37034E+09 12 0.27694E+09 -3.3415 -24627. 0.27696E+09 0.27695E+09 10 0.27376E+09 -3.3166 -24246. 0.27379E+09 0.27377E+09 13 0.26777E+09 -3.1033 -24789. 0.26779E+09 0.26778E+09 15 0.27086E+09 -3.1262 -25180. 0.27089E+09 0.27088E+09 24 0.45508E+08 0.0000 -0.14989E+06 0.45658E+08 0.45583E+08 22 0.45446E+08 0.0000 -0.14607E+06 0.45592E+08 0.45519E+08 25 0.37002E+08 0.0000 -0.17941E+06 0.37181E+08 0.37092E+08 27 0.36949E+08 0.0000 -0.18461E+06 0.37134E+08 0.37042E+08 36 36137. 1.0584 -0.18875E+09 0.18879E+09 0.18877E+09 34 35756. 1.0348 -0.18566E+09 0.18569E+09 0.18567E+09 37 34638. 1.1384 -0.19165E+09 0.19168E+09 0.19167E+09 39 35010. 1.1640 -0.19483E+09 0.19486E+09 0.19485E+09 48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9963 -0.28821E+09 0.37134E+08 0.37042E+08 ELEMENT NODE = 2


ANNEXES

329

SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9244 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9963 -18411. 0.37035E+09 0.37034E+09 12 0.27694E+09 -3.3415 -24627. 0.27696E+09 0.27695E+09 10 0.27376E+09 -3.3166 -24246. 0.27379E+09 0.27377E+09 13 0.26777E+09 -3.1033 -24789. 0.26779E+09 0.26778E+09 15 0.27086E+09 -3.1262 -25180. 0.27089E+09 0.27088E+09 24 0.45508E+08 0.0000 -0.14989E+06 0.45658E+08 0.45583E+08 22 0.45446E+08 0.0000 -0.14607E+06 0.45592E+08 0.45519E+08 25 0.37002E+08 0.0000 -0.17941E+06 0.37181E+08 0.37092E+08 27 0.36949E+08 0.0000 -0.18461E+06 0.37134E+08 0.37042E+08 36 36137. 1.0584 -0.18875E+09 0.18879E+09 0.18877E+09 34 35756. 1.0348 -0.18566E+09 0.18569E+09 0.18567E+09 37 34638. 1.1384 -0.19165E+09 0.19168E+09 0.19167E+09 39 35010. 1.1640 -0.19483E+09 0.19486E+09 0.19485E+09 48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9963 -0.28821E+09 0.37134E+08 0.37042E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 7 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9246 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9962 -18411. 0.37035E+09 0.37034E+09 12 0.27897E+09 -3.4155 -24448. 0.27899E+09 0.27898E+09 10 0.27576E+09 -3.3898 -24070. 0.27578E+09 0.27577E+09 13 0.26577E+09 -3.0343 -24976. 0.26579E+09 0.26578E+09 15 0.26884E+09 -3.0565 -25370. 0.26886E+09 0.26885E+09 24 0.48364E+08 0.0000 -0.14104E+06 0.48505E+08 0.48434E+08 22 0.48264E+08 0.0000 -0.13755E+06 0.48401E+08 0.48333E+08 25 0.34190E+08 0.0000 -0.19416E+06 0.34385E+08 0.34288E+08 27 0.34100E+08 0.0000 -0.20004E+06 0.34300E+08 0.34200E+08 36 36529. 1.0247 -0.18673E+09 0.18676E+09 0.18675E+09 34 36145. 1.0018 -0.18366E+09 0.18369E+09 0.18368E+09 37 34280. 1.1744 -0.19365E+09 0.19368E+09 0.19366E+09 39 34650. 1.2006 -0.19685E+09 0.19689E+09 0.19687E+09 48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9962 -0.28821E+09 0.34300E+08 0.34200E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9246 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9962 -18411. 0.37035E+09 0.37034E+09 12 0.27897E+09 -3.4155 -24448. 0.27899E+09 0.27898E+09 10 0.27576E+09 -3.3898 -24070. 0.27578E+09 0.27577E+09 13 0.26577E+09 -3.0343 -24976. 0.26579E+09 0.26578E+09 15 0.26884E+09 -3.0565 -25370. 0.26886E+09 0.26885E+09 24 0.48364E+08 0.0000 -0.14104E+06 0.48505E+08 0.48434E+08 22 0.48264E+08 0.0000 -0.13755E+06 0.48401E+08 0.48333E+08 25 0.34190E+08 0.0000 -0.19416E+06 0.34385E+08 0.34288E+08 27 0.34100E+08 0.0000 -0.20004E+06 0.34300E+08 0.34200E+08 36 36529. 1.0247 -0.18673E+09 0.18676E+09 0.18675E+09 34 36145. 1.0018 -0.18366E+09 0.18369E+09 0.18368E+09 37 34280. 1.1744 -0.19365E+09 0.19368E+09 0.19366E+09 39 34650. 1.2006 -0.19685E+09 0.19689E+09 0.19687E+09 48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9962 -0.28821E+09 0.34300E+08 0.34200E+08


ANNEXES

330

STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 8 SECTION ID = 8 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9244 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9962 -18411. 0.37035E+09 0.37034E+09 12 0.28099E+09 -3.4905 -24272. 0.28102E+09 0.28100E+09 10 0.27776E+09 -3.4641 -23897. 0.27778E+09 0.27777E+09 13 0.26377E+09 -2.9663 -25165. 0.26380E+09 0.26378E+09 15 0.26681E+09 -2.9879 -25562. 0.26684E+09 0.26683E+09 24 0.51220E+08 0.0000 -0.13317E+06 0.51354E+08 0.51287E+08 22 0.51082E+08 0.0000 -0.12996E+06 0.51212E+08 0.51147E+08 25 0.31382E+08 0.0000 -0.21154E+06 0.31593E+08 0.31488E+08 27 0.31253E+08 0.0000 -0.21825E+06 0.31472E+08 0.31363E+08 36 36929. 0.99169 -0.18470E+09 0.18474E+09 0.18472E+09 34 36543. 0.96942 -0.18166E+09 0.18170E+09 0.18168E+09 37 33930. 1.2111 -0.19564E+09 0.19568E+09 0.19566E+09 39 34297. 1.2381 -0.19888E+09 0.19891E+09 0.19890E+09 48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9962 -0.28821E+09 0.31472E+08 0.31363E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9244 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9962 -18411. 0.37035E+09 0.37034E+09 12 0.28099E+09 -3.4905 -24272. 0.28102E+09 0.28100E+09 10 0.27776E+09 -3.4641 -23897. 0.27778E+09 0.27777E+09 13 0.26377E+09 -2.9663 -25165. 0.26380E+09 0.26378E+09 15 0.26681E+09 -2.9879 -25562. 0.26684E+09 0.26683E+09 24 0.51220E+08 0.0000 -0.13317E+06 0.51354E+08 0.51287E+08 22 0.51082E+08 0.0000 -0.12996E+06 0.51212E+08 0.51147E+08 25 0.31382E+08 0.0000 -0.21154E+06 0.31593E+08 0.31488E+08 27 0.31253E+08 0.0000 -0.21825E+06 0.31472E+08 0.31363E+08 36 36929. 0.99169 -0.18470E+09 0.18474E+09 0.18472E+09 34 36543. 0.96942 -0.18166E+09 0.18170E+09 0.18168E+09 37 33930. 1.2111 -0.19564E+09 0.19568E+09 0.19566E+09 39 34297. 1.2381 -0.19888E+09 0.19891E+09 0.19890E+09 48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9962 -0.28821E+09 0.31472E+08 0.31363E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 9 SECTION ID = 9 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9243 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9962 -18411. 0.37035E+09 0.37034E+09 12 0.28302E+09 -3.5665 -24098. 0.28304E+09 0.28303E+09 10 0.27976E+09 -3.5394 -23726. 0.27978E+09 0.27977E+09 13 0.26177E+09 -2.8994 -25357. 0.26180E+09 0.26179E+09 15 0.26479E+09 -2.9203 -25758. 0.26481E+09 0.26480E+09 24 0.54078E+08 0.0000 -0.12614E+06 0.54204E+08 0.54141E+08 22 0.53901E+08 0.0000 -0.12316E+06 0.54024E+08 0.53963E+08 25 0.28577E+08 0.0000 -0.23231E+06 0.28809E+08 0.28693E+08 27 0.28411E+08 0.0000 -0.24009E+06 0.28651E+08 0.28531E+08 36 37339. 0.95940 -0.18268E+09 0.18271E+09 0.18270E+09 34 36949. 0.93779 -0.17966E+09 0.17970E+09 0.17968E+09 37 33587. 1.2486 -0.19764E+09 0.19768E+09 0.19766E+09 39 33951. 1.2763 -0.20090E+09 0.20094E+09 0.20092E+09


ANNEXES

331

48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9962 -0.28821E+09 0.28651E+08 0.28531E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9243 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9962 -18411. 0.37035E+09 0.37034E+09 12 0.28302E+09 -3.5665 -24098. 0.28304E+09 0.28303E+09 10 0.27976E+09 -3.5394 -23726. 0.27978E+09 0.27977E+09 13 0.26177E+09 -2.8994 -25357. 0.26180E+09 0.26179E+09 15 0.26479E+09 -2.9203 -25758. 0.26481E+09 0.26480E+09 24 0.54078E+08 0.0000 -0.12614E+06 0.54204E+08 0.54141E+08 22 0.53901E+08 0.0000 -0.12316E+06 0.54024E+08 0.53963E+08 25 0.28577E+08 0.0000 -0.23231E+06 0.28809E+08 0.28693E+08 27 0.28411E+08 0.0000 -0.24009E+06 0.28651E+08 0.28531E+08 36 37339. 0.95940 -0.18268E+09 0.18271E+09 0.18270E+09 34 36949. 0.93779 -0.17966E+09 0.17970E+09 0.17968E+09 37 33587. 1.2486 -0.19764E+09 0.19768E+09 0.19766E+09 39 33951. 1.2763 -0.20090E+09 0.20094E+09 0.20092E+09 48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9962 -0.28821E+09 0.28651E+08 0.28531E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 10 SECTION ID = 10 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9243 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9962 -18411. 0.37035E+09 0.37034E+09 12 0.28504E+09 -3.6437 -23927. 0.28507E+09 0.28505E+09 10 0.28175E+09 -3.6159 -23558. 0.28178E+09 0.28177E+09 13 0.25977E+09 -2.8333 -25552. 0.25980E+09 0.25979E+09 15 0.26276E+09 -2.8537 -25956. 0.26279E+09 0.26278E+09 24 0.56936E+08 0.0000 -0.11980E+06 0.57056E+08 0.56996E+08 22 0.56721E+08 0.0000 -0.11704E+06 0.56838E+08 0.56780E+08 25 0.25776E+08 0.0000 -0.25755E+06 0.26033E+08 0.25906E+08 27 0.25573E+08 0.0000 -0.26674E+06 0.25839E+08 0.25707E+08 36 37758. 0.92782 -0.18065E+09 0.18069E+09 0.18067E+09 34 37365. 0.90682 -0.17766E+09 0.17770E+09 0.17768E+09 37 33251. 1.2869 -0.19964E+09 0.19967E+09 0.19966E+09 39 33612. 1.3153 -0.20293E+09 0.20296E+09 0.20295E+09 48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9962 -0.28821E+09 0.25839E+08 0.25707E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9243 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9962 -18411. 0.37035E+09 0.37034E+09 12 0.28504E+09 -3.6437 -23927. 0.28507E+09 0.28505E+09 10 0.28175E+09 -3.6159 -23558. 0.28178E+09 0.28177E+09 13 0.25977E+09 -2.8333 -25552. 0.25980E+09 0.25979E+09 15 0.26276E+09 -2.8537 -25956. 0.26279E+09 0.26278E+09 24 0.56936E+08 0.0000 -0.11980E+06 0.57056E+08 0.56996E+08 22 0.56721E+08 0.0000 -0.11704E+06 0.56838E+08 0.56780E+08 25 0.25776E+08 0.0000 -0.25755E+06 0.26033E+08 0.25906E+08 27 0.25573E+08 0.0000 -0.26674E+06 0.25839E+08 0.25707E+08 36 37758. 0.92782 -0.18065E+09 0.18069E+09 0.18067E+09 34 37365. 0.90682 -0.17766E+09 0.17770E+09 0.17768E+09


ANNEXES

332

37 33251. 1.2869 -0.19964E+09 0.19967E+09 0.19966E+09 39 33612. 1.3153 -0.20293E+09 0.20296E+09 0.20295E+09 48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9962 -0.28821E+09 0.25839E+08 0.25707E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 11 SECTION ID = 11 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9244 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9961 -18411. 0.37035E+09 0.37034E+09 12 0.28707E+09 -3.7220 -23758. 0.28709E+09 0.28708E+09 10 0.28375E+09 -3.6934 -23392. 0.28377E+09 0.28376E+09 13 0.25778E+09 -2.7685 -25750. 0.25780E+09 0.25779E+09 15 0.26074E+09 -2.7882 -26158. 0.26076E+09 0.26075E+09 24 0.59795E+08 0.0000 -0.11408E+06 0.59909E+08 0.59852E+08 22 0.59542E+08 0.0000 -0.11149E+06 0.59653E+08 0.59597E+08 25 0.22981E+08 0.0000 -0.28887E+06 0.23270E+08 0.23127E+08 27 0.22741E+08 0.0000 -0.29995E+06 0.23041E+08 0.22893E+08 36 38186. 0.89697 -0.17863E+09 0.17866E+09 0.17865E+09 34 37790. 0.87656 -0.17567E+09 0.17570E+09 0.17568E+09 37 32922. 1.3259 -0.20164E+09 0.20167E+09 0.20166E+09 39 33280. 1.3551 -0.20495E+09 0.20499E+09 0.20497E+09 48 23663. 3.7697 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7697 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9961 -0.28821E+09 0.23041E+08 0.22893E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9244 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9961 -18411. 0.37035E+09 0.37034E+09 12 0.28707E+09 -3.7220 -23758. 0.28709E+09 0.28708E+09 10 0.28375E+09 -3.6934 -23392. 0.28377E+09 0.28376E+09 13 0.25778E+09 -2.7685 -25750. 0.25780E+09 0.25779E+09 15 0.26074E+09 -2.7882 -26158. 0.26076E+09 0.26075E+09 24 0.59795E+08 0.0000 -0.11408E+06 0.59909E+08 0.59852E+08 22 0.59542E+08 0.0000 -0.11149E+06 0.59653E+08 0.59597E+08 25 0.22981E+08 0.0000 -0.28887E+06 0.23270E+08 0.23127E+08 27 0.22741E+08 0.0000 -0.29995E+06 0.23041E+08 0.22893E+08 36 38186. 0.89697 -0.17863E+09 0.17866E+09 0.17865E+09 34 37790. 0.87656 -0.17567E+09 0.17570E+09 0.17568E+09 37 32922. 1.3259 -0.20164E+09 0.20167E+09 0.20166E+09 39 33280. 1.3551 -0.20495E+09 0.20499E+09 0.20497E+09 48 23663. 3.7697 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7697 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9961 -0.28821E+09 0.23041E+08 0.22893E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 12 SECTION ID = 12 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.19642E+07 0.24548E-01 -0.21446E+09 0.21642E+09 0.21545E+09 3 0.21590E+07 0.26519E-01 -0.23372E+09 0.23588E+09 0.23480E+09 12 0.16559E+07 0.59367E-01 -0.30473E+09 0.30639E+09 0.30557E+09 10 0.15079E+07 0.54788E-01 -0.27935E+09 0.28086E+09 0.28011E+09 13 0.10636E+08 0.16818E-03 -0.39605E+08 0.50241E+08 0.45858E+08 15 0.11859E+08 0.17962E-03 -0.42550E+08 0.54409E+08 0.49555E+08


ANNEXES

333



ANNEXES

334



ANNEXES

335

SEC NODE S1 S2 S3 SINT SEQV 1 0.88745E+07 0.85160E-04 -0.58255E+07 0.14700E+08 0.12822E+08 3 0.95047E+07 0.91392E-04 -0.65157E+07 0.16020E+08 0.13954E+08 12 0.93462E+07 0.89979E-04 -0.66262E+07 0.15972E+08 0.13899E+08 10 0.87271E+07 0.83880E-04 -0.59239E+07 0.14651E+08 0.12765E+08 13 0.92537E+07 0.88361E-04 -0.55868E+07 0.14840E+08 0.12982E+08 15 0.99128E+07 0.94913E-04 -0.62474E+07 0.16160E+08 0.14115E+08 24 0.95205E+07 0.0000 -0.65049E+07 0.16025E+08 0.13960E+08 22 0.88892E+07 0.0000 -0.58159E+07 0.14705E+08 0.12827E+08 25 0.96514E+07 0.0000 -0.53565E+07 0.15008E+08 0.13173E+08 27 0.10341E+08 0.0000 -0.59886E+07 0.16330E+08 0.14309E+08 36 0.99358E+07 0.95107E-04 -0.62330E+07 0.16169E+08 0.14124E+08 34 0.92751E+07 0.88537E-04 -0.55739E+07 0.14849E+08 0.12992E+08 37 0.98262E+07 0.92868E-04 -0.52612E+07 0.15087E+08 0.13264E+08 39 0.10530E+08 0.99927E-04 -0.58814E+07 0.16411E+08 0.14401E+08 48 0.10358E+08 0.98571E-04 -0.59789E+07 0.16337E+08 0.14317E+08 46 0.96670E+07 0.91656E-04 -0.53479E+07 0.15015E+08 0.13181E+08 Max= 0.10530E+08 0.99927E-04 -0.52612E+07 0.16411E+08 0.14401E+08 Min= 0.87271E+07 0.0000 -0.66262E+07 0.14651E+08 0.12765E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.88745E+07 0.85160E-04 -0.58255E+07 0.14700E+08 0.12822E+08 3 0.95047E+07 0.91392E-04 -0.65157E+07 0.16020E+08 0.13954E+08 12 0.93462E+07 0.89979E-04 -0.66262E+07 0.15972E+08 0.13899E+08 10 0.87271E+07 0.83880E-04 -0.59239E+07 0.14651E+08 0.12765E+08 13 0.92537E+07 0.88361E-04 -0.55868E+07 0.14840E+08 0.12982E+08 15 0.99128E+07 0.94913E-04 -0.62474E+07 0.16160E+08 0.14115E+08 24 0.95205E+07 0.0000 -0.65049E+07 0.16025E+08 0.13960E+08 22 0.88892E+07 0.0000 -0.58159E+07 0.14705E+08 0.12827E+08 25 0.96514E+07 0.0000 -0.53565E+07 0.15008E+08 0.13173E+08 27 0.10341E+08 0.0000 -0.59886E+07 0.16330E+08 0.14309E+08 36 0.99358E+07 0.95107E-04 -0.62330E+07 0.16169E+08 0.14124E+08 34 0.92751E+07 0.88537E-04 -0.55739E+07 0.14849E+08 0.12992E+08 37 0.98262E+07 0.92868E-04 -0.52612E+07 0.15087E+08 0.13264E+08 39 0.10530E+08 0.99927E-04 -0.58814E+07 0.16411E+08 0.14401E+08 48 0.10358E+08 0.98571E-04 -0.59789E+07 0.16337E+08 0.14317E+08 46 0.96670E+07 0.91656E-04 -0.53479E+07 0.15015E+08 0.13181E+08 Max= 0.10530E+08 0.99927E-04 -0.52612E+07 0.16411E+08 0.14401E+08 Min= 0.87271E+07 0.0000 -0.66262E+07 0.14651E+08 0.12765E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 16 SECTION ID = 16 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.34808E+09 -0.98976E-01 -0.12592E+07 0.34934E+09 0.34872E+09 3 0.36601E+09 -0.10308 -0.13362E+07 0.36734E+09 0.36668E+09 12 0.18220E+09 -0.10996E-01 -0.26843E+07 0.18488E+09 0.18355E+09 10 0.17406E+09 -0.10738E-01 -0.25181E+07 0.17658E+09 0.17533E+09 13 0.33786E+09 -0.90264E-01 -0.12973E+07 0.33916E+09 0.33851E+09 15 0.35521E+09 -0.93960E-01 -0.13769E+07 0.35658E+09 0.35590E+09 24 0.49823E+07 0.0000 -0.98163E+08 0.10315E+09 0.10075E+09 22 0.47953E+07 0.0000 -0.91402E+08 0.96197E+08 0.93891E+08 25 0.14970E+09 0.0000 -0.29279E+07 0.15262E+09 0.15118E+09 27 0.15647E+09 0.0000 -0.31257E+07 0.15959E+09 0.15805E+09 36 0.16561E+07 0.55726E-01 -0.29532E+09 0.29698E+09 0.29616E+09 34 0.15767E+07 0.51847E-01 -0.27798E+09 0.27955E+09 0.27877E+09 37 0.38052E+07 0.34537E-02 -0.11518E+09 0.11899E+09 0.11713E+09 39 0.39660E+07 0.38052E-02 -0.12332E+09 0.12728E+09 0.12535E+09 48 0.15977E+07 0.62118E-01 -0.30611E+09 0.30770E+09 0.30691E+09 46 0.15209E+07 0.57830E-01 -0.28818E+09 0.28970E+09 0.28895E+09 Max= 0.36601E+09 0.62118E-01 -0.12592E+07 0.36734E+09 0.36668E+09 Min= 0.15209E+07 -0.10308 -0.30611E+09 0.96197E+08 0.93891E+08


ANNEXES

336

ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.34808E+09 -0.98976E-01 -0.12592E+07 0.34934E+09 0.34872E+09 3 0.36601E+09 -0.10308 -0.13362E+07 0.36734E+09 0.36668E+09 12 0.18220E+09 -0.10996E-01 -0.26843E+07 0.18488E+09 0.18355E+09 10 0.17406E+09 -0.10738E-01 -0.25181E+07 0.17658E+09 0.17533E+09 13 0.33786E+09 -0.90264E-01 -0.12973E+07 0.33916E+09 0.33851E+09 15 0.35521E+09 -0.93960E-01 -0.13769E+07 0.35658E+09 0.35590E+09 24 0.49823E+07 0.0000 -0.98163E+08 0.10315E+09 0.10075E+09 22 0.47953E+07 0.0000 -0.91402E+08 0.96197E+08 0.93891E+08 25 0.14970E+09 0.0000 -0.29279E+07 0.15262E+09 0.15118E+09 27 0.15647E+09 0.0000 -0.31257E+07 0.15959E+09 0.15805E+09 36 0.16561E+07 0.55726E-01 -0.29532E+09 0.29698E+09 0.29616E+09 34 0.15767E+07 0.51847E-01 -0.27798E+09 0.27955E+09 0.27877E+09 37 0.38052E+07 0.34537E-02 -0.11518E+09 0.11899E+09 0.11713E+09 39 0.39660E+07 0.38052E-02 -0.12332E+09 0.12728E+09 0.12535E+09 48 0.15977E+07 0.62118E-01 -0.30611E+09 0.30770E+09 0.30691E+09 46 0.15209E+07 0.57830E-01 -0.28818E+09 0.28970E+09 0.28895E+09 Max= 0.36601E+09 0.62118E-01 -0.12592E+07 0.36734E+09 0.36668E+09 Min= 0.15209E+07 -0.10308 -0.30611E+09 0.96197E+08 0.93891E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 17 SECTION ID = 17 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.34132E+09 -0.77921E-01 -0.15220E+07 0.34284E+09 0.34208E+09 3 0.35719E+09 -0.80743E-01 -0.16078E+07 0.35879E+09 0.35799E+09 12 0.17184E+09 -0.73360E-02 -0.33418E+07 0.17519E+09 0.17354E+09 10 0.16501E+09 -0.72201E-02 -0.31482E+07 0.16816E+09 0.16661E+09 13 0.33939E+09 -0.76558E-01 -0.15307E+07 0.34092E+09 0.34015E+09 15 0.35516E+09 -0.79324E-01 -0.16170E+07 0.35677E+09 0.35597E+09 24 0.55410E+07 0.0000 -0.10364E+09 0.10918E+09 0.10652E+09 22 0.53525E+07 0.0000 -0.97055E+08 0.10241E+09 0.99839E+08 25 0.16042E+09 0.0000 -0.32383E+07 0.16366E+09 0.16207E+09 27 0.16702E+09 0.0000 -0.34383E+07 0.17046E+09 0.16877E+09 36 0.19800E+07 0.44812E-01 -0.29004E+09 0.29202E+09 0.29103E+09 34 0.18941E+07 0.41879E-01 -0.27427E+09 0.27616E+09 0.27522E+09 37 0.51181E+07 0.19260E-02 -0.10150E+09 0.10662E+09 0.10415E+09 39 0.53015E+07 0.21234E-02 -0.10832E+09 0.11362E+09 0.11107E+09 48 0.19663E+07 0.45769E-01 -0.29206E+09 0.29403E+09 0.29305E+09 46 0.18809E+07 0.42779E-01 -0.27619E+09 0.27807E+09 0.27714E+09 Max= 0.35719E+09 0.45769E-01 -0.15220E+07 0.35879E+09 0.35799E+09 Min= 0.18809E+07 -0.80743E-01 -0.29206E+09 0.10241E+09 0.99839E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.34132E+09 -0.77921E-01 -0.15220E+07 0.34284E+09 0.34208E+09 3 0.35719E+09 -0.80743E-01 -0.16078E+07 0.35879E+09 0.35799E+09 12 0.17184E+09 -0.73360E-02 -0.33418E+07 0.17519E+09 0.17354E+09 10 0.16501E+09 -0.72201E-02 -0.31482E+07 0.16816E+09 0.16661E+09 13 0.33939E+09 -0.76558E-01 -0.15307E+07 0.34092E+09 0.34015E+09 15 0.35516E+09 -0.79324E-01 -0.16170E+07 0.35677E+09 0.35597E+09 24 0.55410E+07 0.0000 -0.10364E+09 0.10918E+09 0.10652E+09 22 0.53525E+07 0.0000 -0.97055E+08 0.10241E+09 0.99839E+08 25 0.16042E+09 0.0000 -0.32383E+07 0.16366E+09 0.16207E+09 27 0.16702E+09 0.0000 -0.34383E+07 0.17046E+09 0.16877E+09 36 0.19800E+07 0.44812E-01 -0.29004E+09 0.29202E+09 0.29103E+09 34 0.18941E+07 0.41879E-01 -0.27427E+09 0.27616E+09 0.27522E+09 37 0.51181E+07 0.19260E-02 -0.10150E+09 0.10662E+09 0.10415E+09 39 0.53015E+07 0.21234E-02 -0.10832E+09 0.11362E+09 0.11107E+09 48 0.19663E+07 0.45769E-01 -0.29206E+09 0.29403E+09 0.29305E+09 46 0.18809E+07 0.42779E-01 -0.27619E+09 0.27807E+09 0.27714E+09 Max= 0.35719E+09 0.45769E-01 -0.15220E+07 0.35879E+09 0.35799E+09


ANNEXES

337

Min= 0.18809E+07 -0.80743E-01 -0.29206E+09 0.10241E+09 0.99839E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 18 SECTION ID = 18 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.33340E+09 -0.59394E-01 -0.18776E+07 0.33528E+09 0.33434E+09 3 0.34725E+09 -0.61232E-01 -0.19744E+07 0.34922E+09 0.34824E+09 12 0.15997E+09 -0.44092E-02 -0.42857E+07 0.16426E+09 0.16216E+09 10 0.15442E+09 -0.43827E-02 -0.40540E+07 0.15847E+09 0.15648E+09 13 0.34136E+09 -0.63961E-01 -0.18338E+07 0.34320E+09 0.34228E+09 15 0.35558E+09 -0.65964E-01 -0.19281E+07 0.35751E+09 0.35655E+09 24 0.62176E+07 0.0000 -0.11027E+09 0.11648E+09 0.11350E+09 22 0.60277E+07 0.0000 -0.10386E+09 0.10988E+09 0.10700E+09 25 0.17331E+09 0.0000 -0.36122E+07 0.17692E+09 0.17514E+09 27 0.17973E+09 0.0000 -0.38146E+07 0.18355E+09 0.18167E+09 36 0.24124E+07 0.35161E-01 -0.28420E+09 0.28661E+09 0.28541E+09 34 0.23187E+07 0.33006E-01 -0.26998E+09 0.27230E+09 0.27115E+09 37 0.72967E+07 0.91864E-03 -0.85794E+08 0.93090E+08 0.89665E+08 39 0.75071E+07 0.10148E-02 -0.91326E+08 0.98834E+08 0.95302E+08 48 0.24850E+07 0.32124E-01 -0.27589E+09 0.27838E+09 0.27714E+09 46 0.23889E+07 0.30138E-01 -0.26205E+09 0.26443E+09 0.26325E+09 Max= 0.35558E+09 0.35161E-01 -0.18338E+07 0.35751E+09 0.35655E+09 Min= 0.23187E+07 -0.65964E-01 -0.28420E+09 0.93090E+08 0.89665E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.33340E+09 -0.59394E-01 -0.18776E+07 0.33528E+09 0.33434E+09 3 0.34725E+09 -0.61232E-01 -0.19744E+07 0.34922E+09 0.34824E+09 12 0.15997E+09 -0.44092E-02 -0.42857E+07 0.16426E+09 0.16216E+09 10 0.15442E+09 -0.43827E-02 -0.40540E+07 0.15847E+09 0.15648E+09 13 0.34136E+09 -0.63961E-01 -0.18338E+07 0.34320E+09 0.34228E+09 15 0.35558E+09 -0.65964E-01 -0.19281E+07 0.35751E+09 0.35655E+09 24 0.62176E+07 0.0000 -0.11027E+09 0.11648E+09 0.11350E+09 22 0.60277E+07 0.0000 -0.10386E+09 0.10988E+09 0.10700E+09 25 0.17331E+09 0.0000 -0.36122E+07 0.17692E+09 0.17514E+09 27 0.17973E+09 0.0000 -0.38146E+07 0.18355E+09 0.18167E+09 36 0.24124E+07 0.35161E-01 -0.28420E+09 0.28661E+09 0.28541E+09 34 0.23187E+07 0.33006E-01 -0.26998E+09 0.27230E+09 0.27115E+09 37 0.72967E+07 0.91864E-03 -0.85794E+08 0.93090E+08 0.89665E+08 39 0.75071E+07 0.10148E-02 -0.91326E+08 0.98834E+08 0.95302E+08 48 0.24850E+07 0.32124E-01 -0.27589E+09 0.27838E+09 0.27714E+09 46 0.23889E+07 0.30138E-01 -0.26205E+09 0.26443E+09 0.26325E+09 Max= 0.35558E+09 0.35161E-01 -0.18338E+07 0.35751E+09 0.35655E+09 Min= 0.23187E+07 -0.65964E-01 -0.28420E+09 0.93090E+08 0.89665E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 19 SECTION ID = 19 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.32398E+09 -0.43384E-01 -0.23757E+07 0.32635E+09 0.32517E+09 3 0.33583E+09 -0.44492E-01 -0.24868E+07 0.33831E+09 0.33708E+09 12 0.14617E+09 -0.21886E-02 -0.57135E+07 0.15188E+09 0.14911E+09 10 0.14186E+09 -0.22095E-02 -0.54257E+07 0.14728E+09 0.14464E+09 13 0.34395E+09 -0.52463E-01 -0.22377E+07 0.34619E+09 0.34508E+09 15 0.35664E+09 -0.53857E-01 -0.23417E+07 0.35898E+09 0.35781E+09 24 0.70520E+07 0.0000 -0.11842E+09 0.12548E+09 0.12210E+09 22 0.68606E+07 0.0000 -0.11218E+09 0.11905E+09 0.11577E+09 25 0.18907E+09 0.0000 -0.40708E+07 0.19314E+09 0.19113E+09 27 0.19532E+09 0.0000 -0.42757E+07 0.19960E+09 0.19749E+09 36 0.30081E+07 0.26749E-01 -0.27763E+09 0.28064E+09 0.27915E+09 34 0.29049E+07 0.25218E-01 -0.26495E+09 0.26786E+09 0.26641E+09


ANNEXES

338

37 0.11307E+08 0.37434E-03 -0.68066E+08 0.79374E+08 0.74368E+08 39 0.11546E+08 0.41123E-03 -0.72330E+08 0.83876E+08 0.78740E+08 48 0.32506E+07 0.21100E-01 -0.25692E+09 0.26017E+09 0.25856E+09 46 0.31406E+07 0.19863E-01 -0.24507E+09 0.24821E+09 0.24665E+09 Max= 0.35664E+09 0.26749E-01 -0.22377E+07 0.35898E+09 0.35781E+09 Min= 0.29049E+07 -0.53857E-01 -0.27763E+09 0.79374E+08 0.74368E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.32398E+09 -0.43384E-01 -0.23757E+07 0.32635E+09 0.32517E+09 3 0.33583E+09 -0.44492E-01 -0.24868E+07 0.33831E+09 0.33708E+09 12 0.14617E+09 -0.21886E-02 -0.57135E+07 0.15188E+09 0.14911E+09 10 0.14186E+09 -0.22095E-02 -0.54257E+07 0.14728E+09 0.14464E+09 13 0.34395E+09 -0.52463E-01 -0.22377E+07 0.34619E+09 0.34508E+09 15 0.35664E+09 -0.53857E-01 -0.23417E+07 0.35898E+09 0.35781E+09 24 0.70520E+07 0.0000 -0.11842E+09 0.12548E+09 0.12210E+09 22 0.68606E+07 0.0000 -0.11218E+09 0.11905E+09 0.11577E+09 25 0.18907E+09 0.0000 -0.40708E+07 0.19314E+09 0.19113E+09 27 0.19532E+09 0.0000 -0.42757E+07 0.19960E+09 0.19749E+09 36 0.30081E+07 0.26749E-01 -0.27763E+09 0.28064E+09 0.27915E+09 34 0.29049E+07 0.25218E-01 -0.26495E+09 0.26786E+09 0.26641E+09 37 0.11307E+08 0.37434E-03 -0.68066E+08 0.79374E+08 0.74368E+08 39 0.11546E+08 0.41123E-03 -0.72330E+08 0.83876E+08 0.78740E+08 48 0.32506E+07 0.21100E-01 -0.25692E+09 0.26017E+09 0.25856E+09 46 0.31406E+07 0.19863E-01 -0.24507E+09 0.24821E+09 0.24665E+09 Max= 0.35664E+09 0.26749E-01 -0.22377E+07 0.35898E+09 0.35781E+09 Min= 0.29049E+07 -0.53857E-01 -0.27763E+09 0.79374E+08 0.74368E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 20 SECTION ID = 20 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.31251E+09 -0.29869E-01 -0.31040E+07 0.31562E+09 0.31408E+09 3 0.32240E+09 -0.30464E-01 -0.32347E+07 0.32564E+09 0.32403E+09 12 0.12992E+09 -0.63995E-03 -0.80269E+07 0.13795E+09 0.13412E+09 10 0.12680E+09 -0.67728E-03 -0.76500E+07 0.13445E+09 0.13080E+09 13 0.34740E+09 -0.42059E-01 -0.27923E+07 0.35019E+09 0.34880E+09 15 0.35857E+09 -0.42977E-01 -0.29084E+07 0.36148E+09 0.36004E+09 24 0.81040E+07 0.0000 -0.12869E+09 0.13679E+09 0.13293E+09 22 0.79111E+07 0.0000 -0.12262E+09 0.13053E+09 0.12676E+09 25 0.20878E+09 0.0000 -0.46462E+07 0.21343E+09 0.21114E+09 27 0.21487E+09 0.0000 -0.48537E+07 0.21972E+09 0.21733E+09 36 0.38611E+07 0.19552E-01 -0.27010E+09 0.27396E+09 0.27205E+09 34 0.37464E+07 0.18510E-01 -0.25893E+09 0.26267E+09 0.26082E+09 37 0.19647E+08 0.22106E-03 -0.49373E+08 0.69020E+08 0.61594E+08 39 0.19910E+08 0.23011E-03 -0.52380E+08 0.72290E+08 0.64676E+08 48 0.44531E+07 0.12598E-01 -0.23419E+09 0.23865E+09 0.23645E+09 46 0.43247E+07 0.11893E-01 -0.22431E+09 0.22863E+09 0.22650E+09 Max= 0.35857E+09 0.19552E-01 -0.27923E+07 0.36148E+09 0.36004E+09 Min= 0.37464E+07 -0.42977E-01 -0.27010E+09 0.69020E+08 0.61594E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.31251E+09 -0.29869E-01 -0.31040E+07 0.31562E+09 0.31408E+09 3 0.32240E+09 -0.30464E-01 -0.32347E+07 0.32564E+09 0.32403E+09 12 0.12992E+09 -0.63995E-03 -0.80269E+07 0.13795E+09 0.13412E+09 10 0.12680E+09 -0.67728E-03 -0.76500E+07 0.13445E+09 0.13080E+09 13 0.34740E+09 -0.42059E-01 -0.27923E+07 0.35019E+09 0.34880E+09 15 0.35857E+09 -0.42977E-01 -0.29084E+07 0.36148E+09 0.36004E+09 24 0.81040E+07 0.0000 -0.12869E+09 0.13679E+09 0.13293E+09 22 0.79111E+07 0.0000 -0.12262E+09 0.13053E+09 0.12676E+09 25 0.20878E+09 0.0000 -0.46462E+07 0.21343E+09 0.21114E+09 27 0.21487E+09 0.0000 -0.48537E+07 0.21972E+09 0.21733E+09


ANNEXES

339



ANNEXES

340



ANNEXES

341



ANNEXES

342



ANNEXES

343

Min= 0.33099E+08 0.0000 -0.13564E+09 0.13251E+09 0.11496E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.73088E+08 0.70595E-03 -0.59420E+08 0.13251E+09 0.11496E+09 3 0.75668E+08 0.73085E-03 -0.61420E+08 0.13709E+09 0.11894E+09 12 0.11802E+09 0.10217E-02 -0.39380E+08 0.15740E+09 0.14187E+09 10 0.11401E+09 0.98735E-03 -0.38093E+08 0.15210E+09 0.13708E+09 13 0.42876E+08 0.46734E-03 -0.10129E+09 0.14416E+09 0.12822E+09 15 0.44387E+08 0.48345E-03 -0.10471E+09 0.14909E+09 0.13259E+09 24 0.13069E+09 0.0000 -0.35561E+08 0.16625E+09 0.15163E+09 22 0.12625E+09 0.0000 -0.34398E+08 0.16065E+09 0.14651E+09 25 0.33099E+08 0.0000 -0.13121E+09 0.16431E+09 0.15051E+09 27 0.34263E+08 0.0000 -0.13564E+09 0.16991E+09 0.15563E+09 36 0.10037E+09 0.93120E-03 -0.46303E+08 0.14668E+09 0.12987E+09 34 0.96955E+08 0.89974E-03 -0.44792E+08 0.14175E+09 0.12550E+09 37 0.36575E+08 0.49892E-03 -0.11874E+09 0.15531E+09 0.14064E+09 39 0.37862E+08 0.51581E-03 -0.12275E+09 0.16061E+09 0.14543E+09 48 0.58690E+08 0.56964E-03 -0.79187E+08 0.13788E+09 0.11984E+09 46 0.56690E+08 0.55021E-03 -0.76608E+08 0.13330E+09 0.11587E+09 Max= 0.13069E+09 0.10217E-02 -0.34398E+08 0.16991E+09 0.15563E+09 Min= 0.33099E+08 0.0000 -0.13564E+09 0.13251E+09 0.11496E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 27 SECTION ID = 27 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.30495E+09 -0.94498E-01 -0.10158E+07 0.30596E+09 0.30546E+09 3 0.31417E+09 -0.94505E-01 -0.10768E+07 0.31524E+09 0.31471E+09 12 0.36955E+09 -0.15560 -0.91539E+06 0.37047E+09 0.37001E+09 10 0.35795E+09 -0.15453 -0.86535E+06 0.35882E+09 0.35838E+09 13 0.13401E+09 -0.66640E-02 -0.23114E+07 0.13632E+09 0.13518E+09 15 0.13559E+09 -0.62142E-02 -0.24949E+07 0.13809E+09 0.13686E+09 24 0.26846E+09 0.0000 -0.12601E+07 0.26972E+09 0.26909E+09 22 0.26121E+09 0.0000 -0.11858E+07 0.26239E+09 0.26180E+09 25 0.48710E+07 0.0000 -0.63591E+08 0.68462E+08 0.66161E+08 27 0.47858E+07 0.0000 -0.70685E+08 0.75471E+08 0.73196E+08 36 0.72848E+08 -0.32011E-03 -0.46437E+07 0.77492E+08 0.75277E+08 34 0.73800E+08 -0.47357E-03 -0.41972E+07 0.77997E+08 0.75985E+08 37 0.19636E+07 0.13175E-01 -0.15775E+09 0.15971E+09 0.15874E+09 39 0.19978E+07 0.14946E-01 -0.16933E+09 0.17133E+09 0.17034E+09 48 0.29484E+07 0.44956E-02 -0.11474E+09 0.11768E+09 0.11624E+09 46 0.29343E+07 0.38058E-02 -0.10556E+09 0.10850E+09 0.10706E+09 Max= 0.36955E+09 0.14946E-01 -0.86535E+06 0.37047E+09 0.37001E+09 Min= 0.19636E+07 -0.15560 -0.16933E+09 0.68462E+08 0.66161E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.30495E+09 -0.94498E-01 -0.10158E+07 0.30596E+09 0.30546E+09 3 0.31417E+09 -0.94505E-01 -0.10768E+07 0.31524E+09 0.31471E+09 12 0.36955E+09 -0.15560 -0.91539E+06 0.37047E+09 0.37001E+09 10 0.35795E+09 -0.15453 -0.86535E+06 0.35882E+09 0.35838E+09 13 0.13401E+09 -0.66640E-02 -0.23114E+07 0.13632E+09 0.13518E+09 15 0.13559E+09 -0.62142E-02 -0.24949E+07 0.13809E+09 0.13686E+09 24 0.26846E+09 0.0000 -0.12601E+07 0.26972E+09 0.26909E+09 22 0.26121E+09 0.0000 -0.11858E+07 0.26239E+09 0.26180E+09 25 0.48710E+07 0.0000 -0.63591E+08 0.68462E+08 0.66161E+08 27 0.47858E+07 0.0000 -0.70685E+08 0.75471E+08 0.73196E+08 36 0.72848E+08 -0.32011E-03 -0.46437E+07 0.77492E+08 0.75277E+08 34 0.73800E+08 -0.47357E-03 -0.41972E+07 0.77997E+08 0.75985E+08 37 0.19636E+07 0.13175E-01 -0.15775E+09 0.15971E+09 0.15874E+09 39 0.19978E+07 0.14946E-01 -0.16933E+09 0.17133E+09 0.17034E+09 48 0.29484E+07 0.44956E-02 -0.11474E+09 0.11768E+09 0.11624E+09 46 0.29343E+07 0.38058E-02 -0.10556E+09 0.10850E+09 0.10706E+09


ANNEXES

344

Max= 0.36955E+09 0.14946E-01 -0.86535E+06 0.37047E+09 0.37001E+09 Min= 0.19636E+07 -0.15560 -0.16933E+09 0.68462E+08 0.66161E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 28 SECTION ID = 28 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.22431E+09 -0.90223E-01 -0.58084E+06 0.22489E+09 0.22460E+09 3 0.23353E+09 -0.89763E-01 -0.63189E+06 0.23416E+09 0.23385E+09 12 0.33086E+09 -0.25946 -0.44601E+06 0.33130E+09 0.33108E+09 10 0.31577E+09 -0.25560 -0.41261E+06 0.31619E+09 0.31598E+09 13 0.51070E+08 -0.46052E-03 -0.25512E+07 0.53621E+08 0.52392E+08 15 0.49416E+08 -0.26252E-03 -0.29862E+07 0.52402E+08 0.50974E+08 24 0.28237E+09 0.0000 -0.52259E+06 0.28289E+09 0.28263E+09 22 0.27021E+09 0.0000 -0.48218E+06 0.27069E+09 0.27045E+09 25 0.11971E+07 0.0000 -0.10884E+09 0.11004E+09 0.10944E+09 27 0.12197E+07 0.0000 -0.12098E+09 0.12220E+09 0.12160E+09 36 0.11692E+09 -0.10165E-01 -0.12621E+07 0.11818E+09 0.11756E+09 34 0.11470E+09 -0.11000E-01 -0.11359E+07 0.11584E+09 0.11528E+09 37 0.84539E+06 0.29740E-01 -0.15412E+09 0.15497E+09 0.15454E+09 39 0.87215E+06 0.34773E-01 -0.16920E+09 0.17007E+09 0.16963E+09 48 0.20260E+07 0.26239E-02 -0.72836E+08 0.74862E+08 0.73869E+08 46 0.20457E+07 0.19682E-02 -0.63692E+08 0.65737E+08 0.64739E+08 Max= 0.33086E+09 0.34773E-01 -0.41261E+06 0.33130E+09 0.33108E+09 Min= 0.84539E+06 -0.25946 -0.16920E+09 0.52402E+08 0.50974E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.22431E+09 -0.90223E-01 -0.58084E+06 0.22489E+09 0.22460E+09 3 0.23353E+09 -0.89763E-01 -0.63189E+06 0.23416E+09 0.23385E+09 12 0.33086E+09 -0.25946 -0.44601E+06 0.33130E+09 0.33108E+09 10 0.31577E+09 -0.25560 -0.41261E+06 0.31619E+09 0.31598E+09 13 0.51070E+08 -0.46052E-03 -0.25512E+07 0.53621E+08 0.52392E+08 15 0.49416E+08 -0.26252E-03 -0.29862E+07 0.52402E+08 0.50974E+08 24 0.28237E+09 0.0000 -0.52259E+06 0.28289E+09 0.28263E+09 22 0.27021E+09 0.0000 -0.48218E+06 0.27069E+09 0.27045E+09 25 0.11971E+07 0.0000 -0.10884E+09 0.11004E+09 0.10944E+09 27 0.12197E+07 0.0000 -0.12098E+09 0.12220E+09 0.12160E+09 36 0.11692E+09 -0.10165E-01 -0.12621E+07 0.11818E+09 0.11756E+09 34 0.11470E+09 -0.11000E-01 -0.11359E+07 0.11584E+09 0.11528E+09 37 0.84539E+06 0.29740E-01 -0.15412E+09 0.15497E+09 0.15454E+09 39 0.87215E+06 0.34773E-01 -0.16920E+09 0.17007E+09 0.16963E+09 48 0.20260E+07 0.26239E-02 -0.72836E+08 0.74862E+08 0.73869E+08 46 0.20457E+07 0.19682E-02 -0.63692E+08 0.65737E+08 0.64739E+08 Max= 0.33086E+09 0.34773E-01 -0.41261E+06 0.33130E+09 0.33108E+09 Min= 0.84539E+06 -0.25946 -0.16920E+09 0.52402E+08 0.50974E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 29 SECTION ID = 29 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.23758E+09 -0.92272E-02 -0.49666E+07 0.24254E+09 0.24010E+09 3 0.24544E+09 -0.90252E-02 -0.53462E+07 0.25079E+09 0.24816E+09 12 0.36289E+09 -0.34560E-01 -0.36159E+07 0.36651E+09 0.36471E+09 10 0.34901E+09 -0.34314E-01 -0.33808E+07 0.35239E+09 0.35071E+09 13 0.59168E+08 0.51368E-03 -0.19942E+08 0.79110E+08 0.71263E+08 15 0.58565E+08 0.52492E-03 -0.22405E+08 0.80971E+08 0.72416E+08 24 0.32790E+09 0.0000 -0.40018E+07 0.33190E+09 0.32992E+09 22 0.31581E+09 0.0000 -0.37362E+07 0.31955E+09 0.31770E+09 25 0.90557E+07 0.0000 -0.13030E+09 0.13935E+09 0.13505E+09 27 0.92223E+07 0.0000 -0.14228E+09 0.15151E+09 0.14711E+09


ANNEXES

345

36 0.16274E+09 -0.14963E-02 -0.80631E+07 0.17080E+09 0.16692E+09 34 0.15903E+09 -0.16748E-02 -0.74197E+07 0.16645E+09 0.16287E+09 37 0.72802E+07 0.34880E-02 -0.16207E+09 0.16936E+09 0.16583E+09 39 0.74597E+07 0.40294E-02 -0.17590E+09 0.18336E+09 0.17975E+09 48 0.19175E+08 0.28867E-03 -0.68433E+08 0.87608E+08 0.79768E+08 46 0.19315E+08 0.25709E-03 -0.61090E+08 0.80405E+08 0.72698E+08 Max= 0.36289E+09 0.40294E-02 -0.33808E+07 0.36651E+09 0.36471E+09 Min= 0.72802E+07 -0.34560E-01 -0.17590E+09 0.79110E+08 0.71263E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.23758E+09 -0.92272E-02 -0.49666E+07 0.24254E+09 0.24010E+09 3 0.24544E+09 -0.90252E-02 -0.53462E+07 0.25079E+09 0.24816E+09 12 0.36289E+09 -0.34560E-01 -0.36159E+07 0.36651E+09 0.36471E+09 10 0.34901E+09 -0.34314E-01 -0.33808E+07 0.35239E+09 0.35071E+09 13 0.59168E+08 0.51368E-03 -0.19942E+08 0.79110E+08 0.71263E+08 15 0.58565E+08 0.52492E-03 -0.22405E+08 0.80971E+08 0.72416E+08 24 0.32790E+09 0.0000 -0.40018E+07 0.33190E+09 0.32992E+09 22 0.31581E+09 0.0000 -0.37362E+07 0.31955E+09 0.31770E+09 25 0.90557E+07 0.0000 -0.13030E+09 0.13935E+09 0.13505E+09 27 0.92223E+07 0.0000 -0.14228E+09 0.15151E+09 0.14711E+09 36 0.16274E+09 -0.14963E-02 -0.80631E+07 0.17080E+09 0.16692E+09 34 0.15903E+09 -0.16748E-02 -0.74197E+07 0.16645E+09 0.16287E+09 37 0.72802E+07 0.34880E-02 -0.16207E+09 0.16936E+09 0.16583E+09 39 0.74597E+07 0.40294E-02 -0.17590E+09 0.18336E+09 0.17975E+09 48 0.19175E+08 0.28867E-03 -0.68433E+08 0.87608E+08 0.79768E+08 46 0.19315E+08 0.25709E-03 -0.61090E+08 0.80405E+08 0.72698E+08 Max= 0.36289E+09 0.40294E-02 -0.33808E+07 0.36651E+09 0.36471E+09 Min= 0.72802E+07 -0.34560E-01 -0.17590E+09 0.79110E+08 0.71263E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 30 SECTION ID = 30 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.23111E+09 -0.49718E-02 -0.72939E+07 0.23840E+09 0.23484E+09 3 0.23654E+09 -0.47611E-02 -0.77827E+07 0.24432E+09 0.24053E+09 12 0.27358E+09 -0.85179E-02 -0.67291E+07 0.28031E+09 0.27700E+09 10 0.26658E+09 -0.87301E-02 -0.63232E+07 0.27291E+09 0.26980E+09 13 0.13548E+09 0.95276E-04 -0.12442E+08 0.14792E+09 0.14211E+09 15 0.13689E+09 0.19871E-03 -0.13448E+08 0.15034E+09 0.14409E+09 24 0.22363E+09 0.0000 -0.82320E+07 0.23186E+09 0.22786E+09 22 0.21874E+09 0.0000 -0.77064E+07 0.22644E+09 0.22269E+09 25 0.50405E+08 0.0000 -0.33442E+08 0.83847E+08 0.73108E+08 27 0.49662E+08 0.0000 -0.37070E+08 0.86731E+08 0.75375E+08 36 0.11990E+09 0.47174E-03 -0.15353E+08 0.13526E+09 0.12827E+09 34 0.11911E+09 0.39329E-03 -0.14152E+08 0.13326E+09 0.12678E+09 37 0.27979E+08 0.29352E-03 -0.60247E+08 0.88226E+08 0.78091E+08 39 0.27671E+08 0.30417E-03 -0.66529E+08 0.94200E+08 0.83861E+08 48 0.42525E+08 0.41114E-03 -0.43291E+08 0.85816E+08 0.74320E+08 46 0.43200E+08 0.41761E-03 -0.39020E+08 0.82220E+08 0.71235E+08 Max= 0.27358E+09 0.47174E-03 -0.63232E+07 0.28031E+09 0.27700E+09 Min= 0.27671E+08 -0.87301E-02 -0.66529E+08 0.82220E+08 0.71235E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.23111E+09 -0.49718E-02 -0.72939E+07 0.23840E+09 0.23484E+09 3 0.23654E+09 -0.47611E-02 -0.77827E+07 0.24432E+09 0.24053E+09 12 0.27358E+09 -0.85179E-02 -0.67291E+07 0.28031E+09 0.27700E+09 10 0.26658E+09 -0.87301E-02 -0.63232E+07 0.27291E+09 0.26980E+09 13 0.13548E+09 0.95276E-04 -0.12442E+08 0.14792E+09 0.14211E+09 15 0.13689E+09 0.19871E-03 -0.13448E+08 0.15034E+09 0.14409E+09 24 0.22363E+09 0.0000 -0.82320E+07 0.23186E+09 0.22786E+09 22 0.21874E+09 0.0000 -0.77064E+07 0.22644E+09 0.22269E+09


ANNEXES

346

25 0.50405E+08 0.0000 -0.33442E+08 0.83847E+08 0.73108E+08 27 0.49662E+08 0.0000 -0.37070E+08 0.86731E+08 0.75375E+08 36 0.11990E+09 0.47174E-03 -0.15353E+08 0.13526E+09 0.12827E+09 34 0.11911E+09 0.39329E-03 -0.14152E+08 0.13326E+09 0.12678E+09 37 0.27979E+08 0.29352E-03 -0.60247E+08 0.88226E+08 0.78091E+08 39 0.27671E+08 0.30417E-03 -0.66529E+08 0.94200E+08 0.83861E+08 48 0.42525E+08 0.41114E-03 -0.43291E+08 0.85816E+08 0.74320E+08 46 0.43200E+08 0.41761E-03 -0.39020E+08 0.82220E+08 0.71235E+08 Max= 0.27358E+09 0.47174E-03 -0.63232E+07 0.28031E+09 0.27700E+09 Min= 0.27671E+08 -0.87301E-02 -0.66529E+08 0.82220E+08 0.71235E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 31 SECTION ID = 31 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.17906E+09 -0.14241E-02 -0.94137E+07 0.18848E+09 0.18395E+09 3 0.18226E+09 -0.12592E-02 -0.10101E+08 0.19236E+09 0.18751E+09 12 0.12223E+09 0.44198E-03 -0.15061E+08 0.13729E+09 0.13041E+09 10 0.12135E+09 0.36007E-03 -0.13890E+08 0.13524E+09 0.12886E+09 13 0.20737E+09 -0.30887E-02 -0.81290E+07 0.21549E+09 0.21155E+09 15 0.21177E+09 -0.28937E-02 -0.86932E+07 0.22046E+09 0.21625E+09 24 0.71815E+08 0.0000 -0.25635E+08 0.97449E+08 0.87495E+08 22 0.72389E+08 0.0000 -0.23286E+08 0.95675E+08 0.86418E+08 25 0.18786E+09 0.0000 -0.89728E+07 0.19684E+09 0.19251E+09 27 0.19143E+09 0.0000 -0.96168E+07 0.20105E+09 0.19641E+09 36 0.57137E+08 0.54268E-03 -0.32220E+08 0.89357E+08 0.78382E+08 34 0.57880E+08 0.54329E-03 -0.29123E+08 0.87003E+08 0.76707E+08 37 0.13319E+09 0.14501E-03 -0.12656E+08 0.14584E+09 0.13994E+09 39 0.13451E+09 0.24504E-03 -0.13686E+08 0.14820E+09 0.14185E+09 48 0.79107E+08 0.65741E-03 -0.23272E+08 0.10238E+09 0.92954E+08 46 0.79536E+08 0.63558E-03 -0.21194E+08 0.10073E+09 0.91983E+08 Max= 0.21177E+09 0.65741E-03 -0.81290E+07 0.22046E+09 0.21625E+09 Min= 0.57137E+08 -0.30887E-02 -0.32220E+08 0.87003E+08 0.76707E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.17906E+09 -0.14241E-02 -0.94137E+07 0.18848E+09 0.18395E+09 3 0.18226E+09 -0.12592E-02 -0.10101E+08 0.19236E+09 0.18751E+09 12 0.12223E+09 0.44198E-03 -0.15061E+08 0.13729E+09 0.13041E+09 10 0.12135E+09 0.36007E-03 -0.13890E+08 0.13524E+09 0.12886E+09 13 0.20737E+09 -0.30887E-02 -0.81290E+07 0.21549E+09 0.21155E+09 15 0.21177E+09 -0.28937E-02 -0.86932E+07 0.22046E+09 0.21625E+09 24 0.71815E+08 0.0000 -0.25635E+08 0.97449E+08 0.87495E+08 22 0.72389E+08 0.0000 -0.23286E+08 0.95675E+08 0.86418E+08 25 0.18786E+09 0.0000 -0.89728E+07 0.19684E+09 0.19251E+09 27 0.19143E+09 0.0000 -0.96168E+07 0.20105E+09 0.19641E+09 36 0.57137E+08 0.54268E-03 -0.32220E+08 0.89357E+08 0.78382E+08 34 0.57880E+08 0.54329E-03 -0.29123E+08 0.87003E+08 0.76707E+08 37 0.13319E+09 0.14501E-03 -0.12656E+08 0.14584E+09 0.13994E+09 39 0.13451E+09 0.24504E-03 -0.13686E+08 0.14820E+09 0.14185E+09 48 0.79107E+08 0.65741E-03 -0.23272E+08 0.10238E+09 0.92954E+08 46 0.79536E+08 0.63558E-03 -0.21194E+08 0.10073E+09 0.91983E+08 Max= 0.21177E+09 0.65741E-03 -0.81290E+07 0.22046E+09 0.21625E+09 Min= 0.57137E+08 -0.30887E-02 -0.32220E+08 0.87003E+08 0.76707E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 32 SECTION ID = 32 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.12860E+09 0.23661E-03 -0.13108E+08 0.14170E+09 0.13563E+09 3 0.12974E+09 0.32955E-03 -0.14189E+08 0.14393E+09 0.13739E+09


ANNEXES

347

12 0.24046E+08 0.32206E-03 -0.76558E+08 0.10060E+09 0.90996E+08 10 0.24231E+08 0.29744E-03 -0.69566E+08 0.93797E+08 0.84334E+08 13 0.28143E+09 -0.10674E-01 -0.59897E+07 0.28742E+09 0.28447E+09 15 0.28908E+09 -0.10470E-01 -0.63683E+07 0.29545E+09 0.29231E+09 24 0.13484E+08 0.0000 -0.13653E+09 0.15001E+09 0.14374E+09 22 0.13359E+08 0.0000 -0.12618E+09 0.13954E+09 0.13337E+09 25 0.34569E+09 0.0000 -0.48762E+07 0.35057E+09 0.34816E+09 27 0.35620E+09 0.0000 -0.51683E+07 0.36137E+09 0.35881E+09 36 0.23528E+08 0.32863E-03 -0.78245E+08 0.10177E+09 0.92287E+08 34 0.23695E+08 0.30139E-03 -0.71140E+08 0.94835E+08 0.85487E+08 37 0.27936E+09 -0.10389E-01 -0.60340E+07 0.28540E+09 0.28243E+09 39 0.28692E+09 -0.10184E-01 -0.64162E+07 0.29334E+09 0.29018E+09 48 0.12694E+09 0.37448E-03 -0.14503E+08 0.14144E+09 0.13478E+09 46 0.12589E+09 0.28566E-03 -0.13390E+08 0.13928E+09 0.13309E+09 Max= 0.35620E+09 0.37448E-03 -0.48762E+07 0.36137E+09 0.35881E+09 Min= 0.13359E+08 -0.10674E-01 -0.13653E+09 0.93797E+08 0.84334E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.12860E+09 0.23661E-03 -0.13108E+08 0.14170E+09 0.13563E+09 3 0.12974E+09 0.32955E-03 -0.14189E+08 0.14393E+09 0.13739E+09 12 0.24046E+08 0.32206E-03 -0.76558E+08 0.10060E+09 0.90996E+08 10 0.24231E+08 0.29744E-03 -0.69566E+08 0.93797E+08 0.84334E+08 13 0.28143E+09 -0.10674E-01 -0.59897E+07 0.28742E+09 0.28447E+09 15 0.28908E+09 -0.10470E-01 -0.63683E+07 0.29545E+09 0.29231E+09 24 0.13484E+08 0.0000 -0.13653E+09 0.15001E+09 0.14374E+09 22 0.13359E+08 0.0000 -0.12618E+09 0.13954E+09 0.13337E+09 25 0.34569E+09 0.0000 -0.48762E+07 0.35057E+09 0.34816E+09 27 0.35620E+09 0.0000 -0.51683E+07 0.36137E+09 0.35881E+09 36 0.23528E+08 0.32863E-03 -0.78245E+08 0.10177E+09 0.92287E+08 34 0.23695E+08 0.30139E-03 -0.71140E+08 0.94835E+08 0.85487E+08 37 0.27936E+09 -0.10389E-01 -0.60340E+07 0.28540E+09 0.28243E+09 39 0.28692E+09 -0.10184E-01 -0.64162E+07 0.29334E+09 0.29018E+09 48 0.12694E+09 0.37448E-03 -0.14503E+08 0.14144E+09 0.13478E+09 46 0.12589E+09 0.28566E-03 -0.13390E+08 0.13928E+09 0.13309E+09 Max= 0.35620E+09 0.37448E-03 -0.48762E+07 0.36137E+09 0.35881E+09 Min= 0.13359E+08 -0.10674E-01 -0.13653E+09 0.93797E+08 0.84334E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 33 SECTION ID = 27 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.55706E+08 0.53864E-03 -0.60676E+08 0.11638E+09 0.10082E+09 3 0.57374E+08 0.55483E-03 -0.64339E+08 0.12171E+09 0.10546E+09 12 0.18875E+08 0.18271E-02 -0.19557E+09 0.21445E+09 0.20566E+09 10 0.18212E+08 0.17035E-02 -0.18560E+09 0.20381E+09 0.19534E+09 13 0.20027E+09 -0.66571E-04 -0.16877E+08 0.21715E+09 0.20922E+09 15 0.20766E+09 -0.28376E-04 -0.17776E+08 0.22544E+09 0.21710E+09 24 0.15671E+08 0.0000 -0.23555E+09 0.25122E+09 0.24377E+09 22 0.15102E+08 0.0000 -0.22381E+09 0.23891E+09 0.23173E+09 25 0.29869E+09 0.0000 -0.11316E+08 0.31001E+09 0.30451E+09 27 0.31044E+09 0.0000 -0.11891E+08 0.32233E+09 0.31655E+09 36 0.26754E+08 0.67637E-03 -0.13798E+09 0.16473E+09 0.15312E+09 34 0.25879E+08 0.63130E-03 -0.13061E+09 0.15649E+09 0.14529E+09 37 0.25910E+09 -0.22930E-02 -0.13045E+08 0.27214E+09 0.26586E+09 39 0.26908E+09 -0.23104E-02 -0.13719E+08 0.28280E+09 0.27620E+09 48 0.11714E+09 0.93995E-03 -0.31512E+08 0.14865E+09 0.13567E+09 46 0.11343E+09 0.90082E-03 -0.29798E+08 0.14323E+09 0.13090E+09 Max= 0.31044E+09 0.18271E-02 -0.11316E+08 0.32233E+09 0.31655E+09 Min= 0.15102E+08 -0.23104E-02 -0.23555E+09 0.11638E+09 0.10082E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV


ANNEXES

348

1 0.55706E+08 0.53864E-03 -0.60676E+08 0.11638E+09 0.10082E+09 3 0.57374E+08 0.55483E-03 -0.64339E+08 0.12171E+09 0.10546E+09 12 0.18875E+08 0.18271E-02 -0.19557E+09 0.21445E+09 0.20566E+09 10 0.18212E+08 0.17035E-02 -0.18560E+09 0.20381E+09 0.19534E+09 13 0.20027E+09 -0.66571E-04 -0.16877E+08 0.21715E+09 0.20922E+09 15 0.20766E+09 -0.28376E-04 -0.17776E+08 0.22544E+09 0.21710E+09 24 0.15671E+08 0.0000 -0.23555E+09 0.25122E+09 0.24377E+09 22 0.15102E+08 0.0000 -0.22381E+09 0.23891E+09 0.23173E+09 25 0.29869E+09 0.0000 -0.11316E+08 0.31001E+09 0.30451E+09 27 0.31044E+09 0.0000 -0.11891E+08 0.32233E+09 0.31655E+09 36 0.26754E+08 0.67637E-03 -0.13798E+09 0.16473E+09 0.15312E+09 34 0.25879E+08 0.63130E-03 -0.13061E+09 0.15649E+09 0.14529E+09 37 0.25910E+09 -0.22930E-02 -0.13045E+08 0.27214E+09 0.26586E+09 39 0.26908E+09 -0.23104E-02 -0.13719E+08 0.28280E+09 0.27620E+09 48 0.11714E+09 0.93995E-03 -0.31512E+08 0.14865E+09 0.13567E+09 46 0.11343E+09 0.90082E-03 -0.29798E+08 0.14323E+09 0.13090E+09 Max= 0.31044E+09 0.18271E-02 -0.11316E+08 0.32233E+09 0.31655E+09 Min= 0.15102E+08 -0.23104E-02 -0.23555E+09 0.11638E+09 0.10082E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 34 SECTION ID = 28 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.29325E+08 0.29869E-03 -0.57377E+08 0.86702E+08 0.76385E+08 3 0.31084E+08 0.31727E-03 -0.61305E+08 0.92389E+08 0.81426E+08 12 0.10106E+08 0.33471E-02 -0.18856E+09 0.19866E+09 0.19381E+09 10 0.95139E+07 0.31266E-02 -0.17685E+09 0.18637E+09 0.18180E+09 13 0.14280E+09 -0.85667E-04 -0.11783E+08 0.15458E+09 0.14904E+09 15 0.15163E+09 -0.82306E-04 -0.12567E+08 0.16420E+09 0.15829E+09 24 0.83878E+07 0.0000 -0.22719E+09 0.23558E+09 0.23150E+09 22 0.78940E+07 0.0000 -0.21314E+09 0.22104E+09 0.21720E+09 25 0.22419E+09 0.0000 -0.75050E+07 0.23170E+09 0.22804E+09 27 0.23823E+09 0.0000 -0.79989E+07 0.24623E+09 0.24233E+09 36 0.13503E+08 0.13308E-02 -0.14113E+09 0.15463E+09 0.14834E+09 34 0.12718E+08 0.12412E-02 -0.13230E+09 0.14502E+09 0.13909E+09 37 0.18774E+09 -0.18795E-02 -0.89623E+07 0.19670E+09 0.19237E+09 39 0.19944E+09 -0.19811E-02 -0.95547E+07 0.20900E+09 0.20439E+09 48 0.69196E+08 0.62547E-03 -0.27539E+08 0.96735E+08 0.86326E+08 46 0.65267E+08 0.58905E-03 -0.25779E+08 0.91047E+08 0.81283E+08 Max= 0.23823E+09 0.33471E-02 -0.75050E+07 0.24623E+09 0.24233E+09 Min= 0.78940E+07 -0.19811E-02 -0.22719E+09 0.86702E+08 0.76385E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.29325E+08 0.29869E-03 -0.57377E+08 0.86702E+08 0.76385E+08 3 0.31084E+08 0.31727E-03 -0.61305E+08 0.92389E+08 0.81426E+08 12 0.10106E+08 0.33471E-02 -0.18856E+09 0.19866E+09 0.19381E+09 10 0.95139E+07 0.31266E-02 -0.17685E+09 0.18637E+09 0.18180E+09 13 0.14280E+09 -0.85667E-04 -0.11783E+08 0.15458E+09 0.14904E+09 15 0.15163E+09 -0.82306E-04 -0.12567E+08 0.16420E+09 0.15829E+09 24 0.83878E+07 0.0000 -0.22719E+09 0.23558E+09 0.23150E+09 22 0.78940E+07 0.0000 -0.21314E+09 0.22104E+09 0.21720E+09 25 0.22419E+09 0.0000 -0.75050E+07 0.23170E+09 0.22804E+09 27 0.23823E+09 0.0000 -0.79989E+07 0.24623E+09 0.24233E+09 36 0.13503E+08 0.13308E-02 -0.14113E+09 0.15463E+09 0.14834E+09 34 0.12718E+08 0.12412E-02 -0.13230E+09 0.14502E+09 0.13909E+09 37 0.18774E+09 -0.18795E-02 -0.89623E+07 0.19670E+09 0.19237E+09 39 0.19944E+09 -0.19811E-02 -0.95547E+07 0.20900E+09 0.20439E+09 48 0.69196E+08 0.62547E-03 -0.27539E+08 0.96735E+08 0.86326E+08 46 0.65267E+08 0.58905E-03 -0.25779E+08 0.91047E+08 0.81283E+08 Max= 0.23823E+09 0.33471E-02 -0.75050E+07 0.24623E+09 0.24233E+09 Min= 0.78940E+07 -0.19811E-02 -0.22719E+09 0.86702E+08 0.76385E+08 STRESSES AT BEAM SECTION NODAL POINTS


ANNEXES

349

ELEMENT = 35 SECTION ID = 29 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.21284E+08 0.29590E-03 -0.70449E+08 0.91733E+08 0.83160E+08 3 0.22327E+08 0.31367E-03 -0.74682E+08 0.97009E+08 0.87996E+08 12 0.10405E+08 0.23051E-02 -0.16025E+09 0.17065E+09 0.16570E+09 10 0.98966E+07 0.21652E-02 -0.15151E+09 0.16140E+09 0.15669E+09 13 0.93552E+08 0.55758E-03 -0.16028E+08 0.10958E+09 0.10251E+09 15 0.98222E+08 0.59049E-03 -0.16976E+08 0.11520E+09 0.10772E+09 24 0.10151E+08 0.0000 -0.16426E+09 0.17441E+09 0.16956E+09 22 0.96542E+07 0.0000 -0.15531E+09 0.16497E+09 0.16036E+09 25 0.17292E+09 0.0000 -0.86712E+07 0.18159E+09 0.17741E+09 27 0.18187E+09 0.0000 -0.91685E+07 0.19104E+09 0.18662E+09 36 0.20139E+08 0.36123E-03 -0.82796E+08 0.10294E+09 0.94489E+08 34 0.19192E+08 0.33973E-03 -0.78127E+08 0.97319E+08 0.89284E+08 37 0.16907E+09 -0.13522E-02 -0.88686E+07 0.17794E+09 0.17367E+09 39 0.17781E+09 -0.14025E-02 -0.93777E+07 0.18719E+09 0.18268E+09 48 0.89562E+08 0.62541E-03 -0.18618E+08 0.10818E+09 0.10018E+09 46 0.85328E+08 0.59211E-03 -0.17572E+08 0.10290E+09 0.95336E+08 Max= 0.18187E+09 0.23051E-02 -0.86712E+07 0.19104E+09 0.18662E+09 Min= 0.96542E+07 -0.14025E-02 -0.16426E+09 0.91733E+08 0.83160E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.21284E+08 0.29590E-03 -0.70449E+08 0.91733E+08 0.83160E+08 3 0.22327E+08 0.31367E-03 -0.74682E+08 0.97009E+08 0.87996E+08 12 0.10405E+08 0.23051E-02 -0.16025E+09 0.17065E+09 0.16570E+09 10 0.98966E+07 0.21652E-02 -0.15151E+09 0.16140E+09 0.15669E+09 13 0.93552E+08 0.55758E-03 -0.16028E+08 0.10958E+09 0.10251E+09 15 0.98222E+08 0.59049E-03 -0.16976E+08 0.11520E+09 0.10772E+09 24 0.10151E+08 0.0000 -0.16426E+09 0.17441E+09 0.16956E+09 22 0.96542E+07 0.0000 -0.15531E+09 0.16497E+09 0.16036E+09 25 0.17292E+09 0.0000 -0.86712E+07 0.18159E+09 0.17741E+09 27 0.18187E+09 0.0000 -0.91685E+07 0.19104E+09 0.18662E+09 36 0.20139E+08 0.36123E-03 -0.82796E+08 0.10294E+09 0.94489E+08 34 0.19192E+08 0.33973E-03 -0.78127E+08 0.97319E+08 0.89284E+08 37 0.16907E+09 -0.13522E-02 -0.88686E+07 0.17794E+09 0.17367E+09 39 0.17781E+09 -0.14025E-02 -0.93777E+07 0.18719E+09 0.18268E+09 48 0.89562E+08 0.62541E-03 -0.18618E+08 0.10818E+09 0.10018E+09 46 0.85328E+08 0.59211E-03 -0.17572E+08 0.10290E+09 0.95336E+08 Max= 0.18187E+09 0.23051E-02 -0.86712E+07 0.19104E+09 0.18662E+09 Min= 0.96542E+07 -0.14025E-02 -0.16426E+09 0.91733E+08 0.83160E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 36 SECTION ID = 30 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.23600E+08 0.38817E-03 -0.90765E+08 0.11436E+09 0.10458E+09 3 0.24560E+08 0.40824E-03 -0.95251E+08 0.11981E+09 0.10961E+09 12 0.21549E+08 0.52411E-03 -0.10856E+09 0.13011E+09 0.12078E+09 10 0.20700E+08 0.49716E-03 -0.10348E+09 0.12418E+09 0.11523E+09 13 0.43520E+08 0.42086E-03 -0.49220E+08 0.92740E+08 0.80366E+08 15 0.45246E+08 0.43759E-03 -0.51703E+08 0.96950E+08 0.84023E+08 24 0.30599E+08 0.0000 -0.76453E+08 0.10705E+09 0.95503E+08 22 0.29417E+08 0.0000 -0.72816E+08 0.10223E+09 0.91157E+08 25 0.89533E+08 0.0000 -0.23925E+08 0.11346E+09 0.10359E+09 27 0.93171E+08 0.0000 -0.25108E+08 0.11828E+09 0.10794E+09 36 0.64779E+08 0.61462E-03 -0.36113E+08 0.10089E+09 0.88543E+08 34 0.62295E+08 0.59053E-03 -0.34386E+08 0.96681E+08 0.84883E+08 37 0.12248E+09 0.58410E-03 -0.17489E+08 0.13997E+09 0.13209E+09 39 0.12756E+09 0.61456E-03 -0.18340E+08 0.14590E+09 0.13765E+09 48 0.11351E+09 0.71418E-03 -0.20610E+08 0.13412E+09 0.12509E+09 46 0.10902E+09 0.68144E-03 -0.19648E+08 0.12867E+09 0.12006E+09


ANNEXES

350

Max= 0.12756E+09 0.71418E-03 -0.17489E+08 0.14590E+09 0.13765E+09 Min= 0.20700E+08 0.0000 -0.10856E+09 0.92740E+08 0.80366E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.23600E+08 0.38817E-03 -0.90765E+08 0.11436E+09 0.10458E+09 3 0.24560E+08 0.40824E-03 -0.95251E+08 0.11981E+09 0.10961E+09 12 0.21549E+08 0.52411E-03 -0.10856E+09 0.13011E+09 0.12078E+09 10 0.20700E+08 0.49716E-03 -0.10348E+09 0.12418E+09 0.11523E+09 13 0.43520E+08 0.42086E-03 -0.49220E+08 0.92740E+08 0.80366E+08 15 0.45246E+08 0.43759E-03 -0.51703E+08 0.96950E+08 0.84023E+08 24 0.30599E+08 0.0000 -0.76453E+08 0.10705E+09 0.95503E+08 22 0.29417E+08 0.0000 -0.72816E+08 0.10223E+09 0.91157E+08 25 0.89533E+08 0.0000 -0.23925E+08 0.11346E+09 0.10359E+09 27 0.93171E+08 0.0000 -0.25108E+08 0.11828E+09 0.10794E+09 36 0.64779E+08 0.61462E-03 -0.36113E+08 0.10089E+09 0.88543E+08 34 0.62295E+08 0.59053E-03 -0.34386E+08 0.96681E+08 0.84883E+08 37 0.12248E+09 0.58410E-03 -0.17489E+08 0.13997E+09 0.13209E+09 39 0.12756E+09 0.61456E-03 -0.18340E+08 0.14590E+09 0.13765E+09 48 0.11351E+09 0.71418E-03 -0.20610E+08 0.13412E+09 0.12509E+09 46 0.10902E+09 0.68144E-03 -0.19648E+08 0.12867E+09 0.12006E+09 Max= 0.12756E+09 0.71418E-03 -0.17489E+08 0.14590E+09 0.13765E+09 Min= 0.20700E+08 0.0000 -0.10856E+09 0.92740E+08 0.80366E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 37 SECTION ID = 31 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.21964E+08 0.43909E-03 -0.97524E+08 0.11949E+09 0.11016E+09 3 0.22862E+08 0.46244E-03 -0.10233E+09 0.12519E+09 0.11547E+09 12 0.50082E+08 0.48420E-03 -0.46711E+08 0.96793E+08 0.83842E+08 10 0.48171E+08 0.46572E-03 -0.44467E+08 0.92639E+08 0.80249E+08 13 0.17607E+08 0.75467E-03 -0.12166E+09 0.13927E+09 0.13135E+09 15 0.18337E+08 0.79639E-03 -0.12758E+09 0.14592E+09 0.13767E+09 24 0.11168E+09 0.0000 -0.20947E+08 0.13263E+09 0.12349E+09 22 0.10727E+09 0.0000 -0.19969E+08 0.12724E+09 0.11852E+09 25 0.24034E+08 0.0000 -0.89127E+08 0.11316E+09 0.10326E+09 27 0.25010E+08 0.0000 -0.93536E+08 0.11855E+09 0.10823E+09 36 0.14733E+09 0.35340E-03 -0.15878E+08 0.16321E+09 0.15588E+09 34 0.14141E+09 0.33073E-03 -0.15148E+08 0.15656E+09 0.14956E+09 37 0.56451E+08 0.54235E-03 -0.37945E+08 0.94396E+08 0.82272E+08 39 0.58695E+08 0.56415E-03 -0.39856E+08 0.98552E+08 0.85866E+08 48 0.12101E+09 0.66940E-03 -0.19333E+08 0.14034E+09 0.13174E+09 46 0.11620E+09 0.63747E-03 -0.18434E+08 0.13464E+09 0.12643E+09 Max= 0.14733E+09 0.79639E-03 -0.15148E+08 0.16321E+09 0.15588E+09 Min= 0.17607E+08 0.0000 -0.12758E+09 0.92639E+08 0.80249E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.21964E+08 0.43909E-03 -0.97524E+08 0.11949E+09 0.11016E+09 3 0.22862E+08 0.46244E-03 -0.10233E+09 0.12519E+09 0.11547E+09 12 0.50082E+08 0.48420E-03 -0.46711E+08 0.96793E+08 0.83842E+08 10 0.48171E+08 0.46572E-03 -0.44467E+08 0.92639E+08 0.80249E+08 13 0.17607E+08 0.75467E-03 -0.12166E+09 0.13927E+09 0.13135E+09 15 0.18337E+08 0.79639E-03 -0.12758E+09 0.14592E+09 0.13767E+09 24 0.11168E+09 0.0000 -0.20947E+08 0.13263E+09 0.12349E+09 22 0.10727E+09 0.0000 -0.19969E+08 0.12724E+09 0.11852E+09 25 0.24034E+08 0.0000 -0.89127E+08 0.11316E+09 0.10326E+09 27 0.25010E+08 0.0000 -0.93536E+08 0.11855E+09 0.10823E+09 36 0.14733E+09 0.35340E-03 -0.15878E+08 0.16321E+09 0.15588E+09 34 0.14141E+09 0.33073E-03 -0.15148E+08 0.15656E+09 0.14956E+09 37 0.56451E+08 0.54235E-03 -0.37945E+08 0.94396E+08 0.82272E+08 39 0.58695E+08 0.56415E-03 -0.39856E+08 0.98552E+08 0.85866E+08


ANNEXES

351

48 0.12101E+09 0.66940E-03 -0.19333E+08 0.14034E+09 0.13174E+09 46 0.11620E+09 0.63747E-03 -0.18434E+08 0.13464E+09 0.12643E+09 Max= 0.14733E+09 0.79639E-03 -0.15148E+08 0.16321E+09 0.15588E+09 Min= 0.17607E+08 0.0000 -0.12758E+09 0.92639E+08 0.80249E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 38 SECTION ID = 32 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.20506E+08 0.50795E-03 -0.10446E+09 0.12497E+09 0.11608E+09 3 0.21348E+08 0.53551E-03 -0.10958E+09 0.13093E+09 0.12167E+09 12 0.11423E+09 0.71066E-03 -0.20480E+08 0.13471E+09 0.12573E+09 10 0.10971E+09 0.67800E-03 -0.19524E+08 0.12924E+09 0.12066E+09 13 0.10081E+08 0.43094E-02 -0.21249E+09 0.22257E+09 0.21771E+09 15 0.10512E+08 0.45343E-02 -0.22254E+09 0.23305E+09 0.22798E+09 24 0.23719E+09 0.0000 -0.98630E+07 0.24705E+09 0.24227E+09 22 0.22742E+09 0.0000 -0.94188E+07 0.23684E+09 0.23227E+09 25 0.10389E+08 0.0000 -0.20618E+09 0.21657E+09 0.21157E+09 27 0.10833E+08 0.0000 -0.21595E+09 0.22678E+09 0.22156E+09 36 0.24383E+09 -0.36071E-02 -0.95942E+07 0.25343E+09 0.24877E+09 34 0.23378E+09 -0.34837E-02 -0.91625E+07 0.24295E+09 0.23850E+09 37 0.23433E+08 0.39241E-03 -0.91411E+08 0.11484E+09 0.10511E+09 39 0.24387E+08 0.41273E-03 -0.95927E+08 0.12031E+09 0.11016E+09 48 0.12863E+09 0.60413E-03 -0.18187E+08 0.14682E+09 0.13862E+09 46 0.12351E+09 0.57397E-03 -0.17344E+08 0.14085E+09 0.13303E+09 Max= 0.24383E+09 0.45343E-02 -0.91625E+07 0.25343E+09 0.24877E+09 Min= 0.10081E+08 -0.36071E-02 -0.22254E+09 0.11484E+09 0.10511E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.20506E+08 0.50795E-03 -0.10446E+09 0.12497E+09 0.11608E+09 3 0.21348E+08 0.53551E-03 -0.10958E+09 0.13093E+09 0.12167E+09 12 0.11423E+09 0.71066E-03 -0.20480E+08 0.13471E+09 0.12573E+09 10 0.10971E+09 0.67800E-03 -0.19524E+08 0.12924E+09 0.12066E+09 13 0.10081E+08 0.43094E-02 -0.21249E+09 0.22257E+09 0.21771E+09 15 0.10512E+08 0.45343E-02 -0.22254E+09 0.23305E+09 0.22798E+09 24 0.23719E+09 0.0000 -0.98630E+07 0.24705E+09 0.24227E+09 22 0.22742E+09 0.0000 -0.94188E+07 0.23684E+09 0.23227E+09 25 0.10389E+08 0.0000 -0.20618E+09 0.21657E+09 0.21157E+09 27 0.10833E+08 0.0000 -0.21595E+09 0.22678E+09 0.22156E+09 36 0.24383E+09 -0.36071E-02 -0.95942E+07 0.25343E+09 0.24877E+09 34 0.23378E+09 -0.34837E-02 -0.91625E+07 0.24295E+09 0.23850E+09 37 0.23433E+08 0.39241E-03 -0.91411E+08 0.11484E+09 0.10511E+09 39 0.24387E+08 0.41273E-03 -0.95927E+08 0.12031E+09 0.11016E+09 48 0.12863E+09 0.60413E-03 -0.18187E+08 0.14682E+09 0.13862E+09 46 0.12351E+09 0.57397E-03 -0.17344E+08 0.14085E+09 0.13303E+09 Max= 0.24383E+09 0.45343E-02 -0.91625E+07 0.25343E+09 0.24877E+09 Min= 0.10081E+08 -0.36071E-02 -0.22254E+09 0.11484E+09 0.10511E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 39 SECTION ID = 39 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.50887E+07 0.13917E-01 -0.26323E+09 0.26832E+09 0.26581E+09 3 0.67488E+07 0.15194E-01 -0.31747E+09 0.32422E+09 0.32090E+09 12 0.95625E+07 0.50973E-02 -0.22406E+09 0.23362E+09 0.22899E+09 10 0.70821E+07 0.49568E-02 -0.18914E+09 0.19622E+09 0.19278E+09 13 0.59838E+07 0.84125E-02 -0.22386E+09 0.22984E+09 0.22691E+09 15 0.80007E+07 0.89405E-02 -0.26779E+09 0.27579E+09 0.27188E+09 24 0.34542E+08 0.0000 -0.62027E+08 0.96569E+08 0.84753E+08 22 0.23300E+08 0.0000 -0.57490E+08 0.80790E+08 0.72024E+08


ANNEXES

352

25 0.13606E+08 0.0000 -0.98448E+08 0.11205E+09 0.10591E+09 27 0.19325E+08 0.0000 -0.11087E+09 0.13020E+09 0.12169E+09 36 0.15462E+09 0.64643E-04 -0.13857E+08 0.16847E+09 0.16199E+09 34 0.11092E+09 0.27703E-03 -0.12077E+08 0.12299E+09 0.11742E+09 37 0.79809E+08 0.56168E-03 -0.16784E+08 0.96593E+08 0.89390E+08 39 0.11422E+09 0.65153E-03 -0.18758E+08 0.13298E+09 0.12466E+09 48 0.20228E+09 -0.16251E-02 -0.10592E+08 0.21287E+09 0.20778E+09 46 0.14815E+09 -0.76125E-03 -0.90416E+07 0.15719E+09 0.15287E+09 Max= 0.20228E+09 0.15194E-01 -0.90416E+07 0.32422E+09 0.32090E+09 Min= 0.50887E+07 -0.16251E-02 -0.31747E+09 0.80790E+08 0.72024E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.50887E+07 0.13917E-01 -0.26323E+09 0.26832E+09 0.26581E+09 3 0.67488E+07 0.15194E-01 -0.31747E+09 0.32422E+09 0.32090E+09 12 0.95625E+07 0.50973E-02 -0.22406E+09 0.23362E+09 0.22899E+09 10 0.70821E+07 0.49568E-02 -0.18914E+09 0.19622E+09 0.19278E+09 13 0.59838E+07 0.84125E-02 -0.22386E+09 0.22984E+09 0.22691E+09 15 0.80007E+07 0.89405E-02 -0.26779E+09 0.27579E+09 0.27188E+09 24 0.34542E+08 0.0000 -0.62027E+08 0.96569E+08 0.84753E+08 22 0.23300E+08 0.0000 -0.57490E+08 0.80790E+08 0.72024E+08 25 0.13606E+08 0.0000 -0.98448E+08 0.11205E+09 0.10591E+09 27 0.19325E+08 0.0000 -0.11087E+09 0.13020E+09 0.12169E+09 36 0.15462E+09 0.64643E-04 -0.13857E+08 0.16847E+09 0.16199E+09 34 0.11092E+09 0.27703E-03 -0.12077E+08 0.12299E+09 0.11742E+09 37 0.79809E+08 0.56168E-03 -0.16784E+08 0.96593E+08 0.89390E+08 39 0.11422E+09 0.65153E-03 -0.18758E+08 0.13298E+09 0.12466E+09 48 0.20228E+09 -0.16251E-02 -0.10592E+08 0.21287E+09 0.20778E+09 46 0.14815E+09 -0.76125E-03 -0.90416E+07 0.15719E+09 0.15287E+09 Max= 0.20228E+09 0.15194E-01 -0.90416E+07 0.32422E+09 0.32090E+09 Min= 0.50887E+07 -0.16251E-02 -0.31747E+09 0.80790E+08 0.72024E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 40 SECTION ID = 40 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.16858E+09 -0.30462E-03 -0.12717E+08 0.18130E+09 0.17529E+09 3 0.30017E+09 -0.12160E-02 -0.19535E+08 0.31971E+09 0.31040E+09 12 0.16713E+09 0.11748E-02 -0.35087E+08 0.20221E+09 0.18715E+09 10 0.89871E+08 0.71699E-03 -0.23855E+08 0.11373E+09 0.10387E+09 13 0.14838E+09 0.20113E-03 -0.14448E+08 0.16283E+09 0.15611E+09 15 0.26638E+09 -0.15457E-03 -0.22014E+08 0.28839E+09 0.27804E+09 24 0.38385E+08 0.0000 -0.15277E+09 0.19115E+09 0.17515E+09 22 0.20681E+08 0.0000 -0.10366E+09 0.12435E+09 0.11540E+09 25 0.53294E+08 0.0000 -0.40227E+08 0.93521E+08 0.81255E+08 27 0.10197E+09 0.0000 -0.57505E+08 0.15948E+09 0.13989E+09 36 0.17665E+08 0.59383E-02 -0.33195E+09 0.34961E+09 0.34112E+09 34 0.10024E+08 0.43949E-02 -0.21387E+09 0.22390E+09 0.21906E+09 37 0.14273E+08 0.14268E-02 -0.15021E+09 0.16448E+09 0.15783E+09 39 0.25752E+08 0.18000E-02 -0.22771E+09 0.25346E+09 0.24162E+09 48 0.15998E+08 0.81394E-02 -0.36655E+09 0.38255E+09 0.37481E+09 46 0.91263E+07 0.59164E-02 -0.23491E+09 0.24404E+09 0.23960E+09 Max= 0.30017E+09 0.81394E-02 -0.12717E+08 0.38255E+09 0.37481E+09 Min= 0.91263E+07 -0.12160E-02 -0.36655E+09 0.93521E+08 0.81255E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.16858E+09 -0.30462E-03 -0.12717E+08 0.18130E+09 0.17529E+09 3 0.30017E+09 -0.12160E-02 -0.19535E+08 0.31971E+09 0.31040E+09 12 0.16713E+09 0.11748E-02 -0.35087E+08 0.20221E+09 0.18715E+09 10 0.89871E+08 0.71699E-03 -0.23855E+08 0.11373E+09 0.10387E+09 13 0.14838E+09 0.20113E-03 -0.14448E+08 0.16283E+09 0.15611E+09 15 0.26638E+09 -0.15457E-03 -0.22014E+08 0.28839E+09 0.27804E+09


ANNEXES

353

24 0.38385E+08 0.0000 -0.15277E+09 0.19115E+09 0.17515E+09 22 0.20681E+08 0.0000 -0.10366E+09 0.12435E+09 0.11540E+09 25 0.53294E+08 0.0000 -0.40227E+08 0.93521E+08 0.81255E+08 27 0.10197E+09 0.0000 -0.57505E+08 0.15948E+09 0.13989E+09 36 0.17665E+08 0.59383E-02 -0.33195E+09 0.34961E+09 0.34112E+09 34 0.10024E+08 0.43949E-02 -0.21387E+09 0.22390E+09 0.21906E+09 37 0.14273E+08 0.14268E-02 -0.15021E+09 0.16448E+09 0.15783E+09 39 0.25752E+08 0.18000E-02 -0.22771E+09 0.25346E+09 0.24162E+09 48 0.15998E+08 0.81394E-02 -0.36655E+09 0.38255E+09 0.37481E+09 46 0.91263E+07 0.59164E-02 -0.23491E+09 0.24404E+09 0.23960E+09 Max= 0.30017E+09 0.81394E-02 -0.12717E+08 0.38255E+09 0.37481E+09 Min= 0.91263E+07 -0.12160E-02 -0.36655E+09 0.93521E+08 0.81255E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 41 SECTION ID = 41 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.17419E+09 -0.54940E-01 -0.57042E+06 0.17476E+09 0.17447E+09 3 0.22247E+09 -0.80630E-01 -0.63719E+06 0.22311E+09 0.22279E+09 12 0.83224E+08 -0.33240E-02 -0.17033E+07 0.84928E+08 0.84089E+08 10 0.57863E+08 -0.13697E-02 -0.17171E+07 0.59580E+08 0.58740E+08 13 0.14651E+09 -0.32154E-01 -0.67818E+06 0.14719E+09 0.14685E+09 15 0.18939E+09 -0.49092E-01 -0.74848E+06 0.19014E+09 0.18977E+09 24 0.93855E+06 0.0000 -0.15104E+09 0.15198E+09 0.15151E+09 22 0.71747E+06 0.0000 -0.13849E+09 0.13920E+09 0.13885E+09 25 0.59013E+07 0.0000 -0.16837E+08 0.22738E+08 0.20437E+08 27 0.12624E+08 0.0000 -0.11229E+08 0.23853E+08 0.20669E+08 36 0.41969E+06 0.29100 -0.33777E+09 0.33819E+09 0.33798E+09 34 0.33696E+06 0.27630 -0.29487E+09 0.29521E+09 0.29504E+09 37 0.48389E+06 0.92995E-01 -0.20533E+09 0.20582E+09 0.20558E+09 39 0.61409E+06 0.92535E-01 -0.23084E+09 0.23145E+09 0.23115E+09 48 0.38218E+06 0.38559 -0.37092E+09 0.37130E+09 0.37111E+09 46 0.30797E+06 0.36209 -0.32263E+09 0.32293E+09 0.32278E+09 Max= 0.22247E+09 0.38559 -0.57042E+06 0.37130E+09 0.37111E+09 Min= 0.30797E+06 -0.80630E-01 -0.37092E+09 0.22738E+08 0.20437E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.17419E+09 -0.54940E-01 -0.57042E+06 0.17476E+09 0.17447E+09 3 0.22247E+09 -0.80630E-01 -0.63719E+06 0.22311E+09 0.22279E+09 12 0.83224E+08 -0.33240E-02 -0.17033E+07 0.84928E+08 0.84089E+08 10 0.57863E+08 -0.13697E-02 -0.17171E+07 0.59580E+08 0.58740E+08 13 0.14651E+09 -0.32154E-01 -0.67818E+06 0.14719E+09 0.14685E+09 15 0.18939E+09 -0.49092E-01 -0.74848E+06 0.19014E+09 0.18977E+09 24 0.93855E+06 0.0000 -0.15104E+09 0.15198E+09 0.15151E+09 22 0.71747E+06 0.0000 -0.13849E+09 0.13920E+09 0.13885E+09 25 0.59013E+07 0.0000 -0.16837E+08 0.22738E+08 0.20437E+08 27 0.12624E+08 0.0000 -0.11229E+08 0.23853E+08 0.20669E+08 36 0.41969E+06 0.29100 -0.33777E+09 0.33819E+09 0.33798E+09 34 0.33696E+06 0.27630 -0.29487E+09 0.29521E+09 0.29504E+09 37 0.48389E+06 0.92995E-01 -0.20533E+09 0.20582E+09 0.20558E+09 39 0.61409E+06 0.92535E-01 -0.23084E+09 0.23145E+09 0.23115E+09 48 0.38218E+06 0.38559 -0.37092E+09 0.37130E+09 0.37111E+09 46 0.30797E+06 0.36209 -0.32263E+09 0.32293E+09 0.32278E+09 Max= 0.22247E+09 0.38559 -0.57042E+06 0.37130E+09 0.37111E+09 Min= 0.30797E+06 -0.80630E-01 -0.37092E+09 0.22738E+08 0.20437E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 42 SECTION ID = 42 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV


ANNEXES

354

1 0.74715E+07 0.10585E-03 -0.25197E+08 0.32669E+08 0.29648E+08 3 0.12534E+08 0.12263E-03 -0.19234E+08 0.31767E+08 0.27714E+08 12 0.58909E+07 0.25508E-03 -0.40922E+08 0.46813E+08 0.44163E+08 10 0.40239E+07 0.49492E-03 -0.46786E+08 0.50810E+08 0.48923E+08 13 0.41034E+07 0.46519E-03 -0.45879E+08 0.49983E+08 0.48063E+08 15 0.60344E+07 0.23833E-03 -0.39949E+08 0.45983E+08 0.43283E+08 24 0.23043E+07 0.0000 -0.10462E+09 0.10692E+09 0.10579E+09 22 0.18097E+07 0.0000 -0.10403E+09 0.10584E+09 0.10495E+09 25 0.18339E+07 0.0000 -0.10266E+09 0.10449E+09 0.10359E+09 27 0.23388E+07 0.0000 -0.10307E+09 0.10541E+09 0.10426E+09 36 0.14135E+07 0.21620E-01 -0.17054E+09 0.17196E+09 0.17125E+09 34 0.11591E+07 0.23989E-01 -0.16243E+09 0.16359E+09 0.16301E+09 37 0.11661E+07 0.23552E-01 -0.16145E+09 0.16261E+09 0.16203E+09 39 0.14228E+07 0.21196E-01 -0.16944E+09 0.17086E+09 0.17015E+09 48 0.12202E+07 0.33797E-01 -0.19756E+09 0.19878E+09 0.19818E+09 46 0.10104E+07 0.36376E-01 -0.18633E+09 0.18734E+09 0.18684E+09 Max= 0.12534E+08 0.36376E-01 -0.19234E+08 0.19878E+09 0.19818E+09 Min= 0.10104E+07 0.0000 -0.19756E+09 0.31767E+08 0.27714E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.74715E+07 0.10585E-03 -0.25197E+08 0.32669E+08 0.29648E+08 3 0.12534E+08 0.12263E-03 -0.19234E+08 0.31767E+08 0.27714E+08 12 0.58909E+07 0.25508E-03 -0.40922E+08 0.46813E+08 0.44163E+08 10 0.40239E+07 0.49492E-03 -0.46786E+08 0.50810E+08 0.48923E+08 13 0.41034E+07 0.46519E-03 -0.45879E+08 0.49983E+08 0.48063E+08 15 0.60344E+07 0.23833E-03 -0.39949E+08 0.45983E+08 0.43283E+08 24 0.23043E+07 0.0000 -0.10462E+09 0.10692E+09 0.10579E+09 22 0.18097E+07 0.0000 -0.10403E+09 0.10584E+09 0.10495E+09 25 0.18339E+07 0.0000 -0.10266E+09 0.10449E+09 0.10359E+09 27 0.23388E+07 0.0000 -0.10307E+09 0.10541E+09 0.10426E+09 36 0.14135E+07 0.21620E-01 -0.17054E+09 0.17196E+09 0.17125E+09 34 0.11591E+07 0.23989E-01 -0.16243E+09 0.16359E+09 0.16301E+09 37 0.11661E+07 0.23552E-01 -0.16145E+09 0.16261E+09 0.16203E+09 39 0.14228E+07 0.21196E-01 -0.16944E+09 0.17086E+09 0.17015E+09 48 0.12202E+07 0.33797E-01 -0.19756E+09 0.19878E+09 0.19818E+09 46 0.10104E+07 0.36376E-01 -0.18633E+09 0.18734E+09 0.18684E+09 Max= 0.12534E+08 0.36376E-01 -0.19234E+08 0.19878E+09 0.19818E+09 Min= 0.10104E+07 0.0000 -0.19756E+09 0.31767E+08 0.27714E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 43 SECTION ID = 43 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.68226E+06 0.11908 -0.27594E+09 0.27662E+09 0.27628E+09 3 0.80644E+06 0.11815 -0.29893E+09 0.29973E+09 0.29933E+09 12 0.13918E+07 0.22661E-01 -0.17320E+09 0.17459E+09 0.17390E+09 10 0.11425E+07 0.25058E-01 -0.16478E+09 0.16592E+09 0.16535E+09 13 0.65879E+06 0.13232 -0.28577E+09 0.28643E+09 0.28610E+09 15 0.77752E+06 0.13190 -0.31005E+09 0.31082E+09 0.31044E+09 24 0.13515E+08 0.0000 -0.17837E+08 0.31352E+08 0.27237E+08 22 0.79770E+07 0.0000 -0.23601E+08 0.31578E+08 0.28441E+08 25 0.99918E+06 0.0000 -0.18842E+09 0.18942E+09 0.18892E+09 27 0.12058E+07 0.0000 -0.19993E+09 0.20113E+09 0.20053E+09 36 0.10845E+09 -0.43230E-02 -0.22229E+07 0.11067E+09 0.10958E+09 34 0.84302E+08 -0.23618E-02 -0.22332E+07 0.86535E+08 0.85440E+08 37 0.43065E+07 0.39955E-03 -0.43716E+08 0.48022E+08 0.46021E+08 39 0.64044E+07 0.20303E-03 -0.37641E+08 0.44045E+08 0.41218E+08 48 0.97548E+08 -0.29134E-02 -0.24713E+07 0.10002E+09 0.98807E+08 46 0.74736E+08 -0.14462E-02 -0.25191E+07 0.77255E+08 0.76026E+08 Max= 0.10845E+09 0.13232 -0.22229E+07 0.31082E+09 0.31044E+09 Min= 0.65879E+06 -0.43230E-02 -0.31005E+09 0.31352E+08 0.27237E+08 ELEMENT NODE = 2


ANNEXES

355

SEC NODE S1 S2 S3 SINT SEQV 1 0.68226E+06 0.11908 -0.27594E+09 0.27662E+09 0.27628E+09 3 0.80644E+06 0.11815 -0.29893E+09 0.29973E+09 0.29933E+09 12 0.13918E+07 0.22661E-01 -0.17320E+09 0.17459E+09 0.17390E+09 10 0.11425E+07 0.25058E-01 -0.16478E+09 0.16592E+09 0.16535E+09 13 0.65879E+06 0.13232 -0.28577E+09 0.28643E+09 0.28610E+09 15 0.77752E+06 0.13190 -0.31005E+09 0.31082E+09 0.31044E+09 24 0.13515E+08 0.0000 -0.17837E+08 0.31352E+08 0.27237E+08 22 0.79770E+07 0.0000 -0.23601E+08 0.31578E+08 0.28441E+08 25 0.99918E+06 0.0000 -0.18842E+09 0.18942E+09 0.18892E+09 27 0.12058E+07 0.0000 -0.19993E+09 0.20113E+09 0.20053E+09 36 0.10845E+09 -0.43230E-02 -0.22229E+07 0.11067E+09 0.10958E+09 34 0.84302E+08 -0.23618E-02 -0.22332E+07 0.86535E+08 0.85440E+08 37 0.43065E+07 0.39955E-03 -0.43716E+08 0.48022E+08 0.46021E+08 39 0.64044E+07 0.20303E-03 -0.37641E+08 0.44045E+08 0.41218E+08 48 0.97548E+08 -0.29134E-02 -0.24713E+07 0.10002E+09 0.98807E+08 46 0.74736E+08 -0.14462E-02 -0.25191E+07 0.77255E+08 0.76026E+08 Max= 0.10845E+09 0.13232 -0.22229E+07 0.31082E+09 0.31044E+09 Min= 0.65879E+06 -0.43230E-02 -0.31005E+09 0.31352E+08 0.27237E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 44 SECTION ID = 39 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.23354E+09 -0.19021E-01 -0.26685E+07 0.23621E+09 0.23489E+09 3 0.29144E+09 -0.23013E-01 -0.34203E+07 0.29486E+09 0.29316E+09 12 0.19187E+09 -0.52078E-02 -0.51951E+07 0.19707E+09 0.19452E+09 10 0.15477E+09 -0.44501E-02 -0.40266E+07 0.15880E+09 0.15682E+09 13 0.18786E+09 -0.90692E-02 -0.33174E+07 0.19117E+09 0.18954E+09 15 0.23369E+09 -0.10820E-01 -0.42655E+07 0.23795E+09 0.23585E+09 24 0.24860E+08 0.0000 -0.40097E+08 0.64957E+08 0.56768E+08 22 0.20903E+08 0.0000 -0.29814E+08 0.50717E+08 0.44147E+08 25 0.51085E+08 0.0000 -0.12199E+08 0.63285E+08 0.58153E+08 27 0.61437E+08 0.0000 -0.16225E+08 0.77662E+08 0.70955E+08 36 0.48785E+07 0.86533E-02 -0.20433E+09 0.20920E+09 0.20681E+09 34 0.39319E+07 0.64463E-02 -0.15850E+09 0.16243E+09 0.16050E+09 37 0.49569E+07 0.31165E-02 -0.12572E+09 0.13068E+09 0.12827E+09 39 0.61219E+07 0.42484E-02 -0.16282E+09 0.16895E+09 0.16597E+09 48 0.38068E+07 0.18628E-01 -0.26185E+09 0.26566E+09 0.26377E+09 46 0.30556E+07 0.14063E-01 -0.20395E+09 0.20701E+09 0.20550E+09 Max= 0.29144E+09 0.18628E-01 -0.26685E+07 0.29486E+09 0.29316E+09 Min= 0.30556E+07 -0.23013E-01 -0.26185E+09 0.50717E+08 0.44147E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.23354E+09 -0.19021E-01 -0.26685E+07 0.23621E+09 0.23489E+09 3 0.29144E+09 -0.23013E-01 -0.34203E+07 0.29486E+09 0.29316E+09 12 0.19187E+09 -0.52078E-02 -0.51951E+07 0.19707E+09 0.19452E+09 10 0.15477E+09 -0.44501E-02 -0.40266E+07 0.15880E+09 0.15682E+09 13 0.18786E+09 -0.90692E-02 -0.33174E+07 0.19117E+09 0.18954E+09 15 0.23369E+09 -0.10820E-01 -0.42655E+07 0.23795E+09 0.23585E+09 24 0.24860E+08 0.0000 -0.40097E+08 0.64957E+08 0.56768E+08 22 0.20903E+08 0.0000 -0.29814E+08 0.50717E+08 0.44147E+08 25 0.51085E+08 0.0000 -0.12199E+08 0.63285E+08 0.58153E+08 27 0.61437E+08 0.0000 -0.16225E+08 0.77662E+08 0.70955E+08 36 0.48785E+07 0.86533E-02 -0.20433E+09 0.20920E+09 0.20681E+09 34 0.39319E+07 0.64463E-02 -0.15850E+09 0.16243E+09 0.16050E+09 37 0.49569E+07 0.31165E-02 -0.12572E+09 0.13068E+09 0.12827E+09 39 0.61219E+07 0.42484E-02 -0.16282E+09 0.16895E+09 0.16597E+09 48 0.38068E+07 0.18628E-01 -0.26185E+09 0.26566E+09 0.26377E+09 46 0.30556E+07 0.14063E-01 -0.20395E+09 0.20701E+09 0.20550E+09 Max= 0.29144E+09 0.18628E-01 -0.26685E+07 0.29486E+09 0.29316E+09 Min= 0.30556E+07 -0.23013E-01 -0.26185E+09 0.50717E+08 0.44147E+08


ANNEXES

356

STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 45 SECTION ID = 40 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.90029E+07 0.33579E-02 -0.17779E+09 0.18679E+09 0.18246E+09 3 0.14596E+08 0.59162E-02 -0.29994E+09 0.31454E+09 0.30750E+09 12 0.25906E+08 0.99511E-03 -0.16899E+09 0.19490E+09 0.18333E+09 10 0.16176E+08 0.55136E-03 -0.98947E+08 0.11512E+09 0.10795E+09 13 0.99815E+07 0.24161E-02 -0.16036E+09 0.17034E+09 0.16557E+09 15 0.16152E+08 0.42838E-02 -0.27105E+09 0.28720E+09 0.27948E+09 24 0.12388E+09 0.0000 -0.35341E+08 0.15922E+09 0.14482E+09 22 0.77844E+08 0.0000 -0.20562E+08 0.98406E+08 0.89906E+08 25 0.25197E+08 0.0000 -0.63523E+08 0.88720E+08 0.79188E+08 27 0.39965E+08 0.0000 -0.10955E+09 0.14951E+09 0.13407E+09 36 0.28900E+09 -0.23158E-02 -0.15149E+08 0.30415E+09 0.29687E+09 34 0.17831E+09 -0.15786E-02 -0.89766E+07 0.18729E+09 0.18296E+09 37 0.11558E+09 0.39018E-03 -0.13849E+08 0.12942E+09 0.12309E+09 39 0.18563E+09 0.71844E-03 -0.23585E+08 0.20921E+09 0.19848E+09 48 0.31807E+09 -0.39196E-02 -0.13765E+08 0.33183E+09 0.32517E+09 46 0.19591E+09 -0.25971E-02 -0.81700E+07 0.20408E+09 0.20012E+09 Max= 0.31807E+09 0.59162E-02 -0.81700E+07 0.33183E+09 0.32517E+09 Min= 0.90029E+07 -0.39196E-02 -0.29994E+09 0.88720E+08 0.79188E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.90029E+07 0.33579E-02 -0.17779E+09 0.18679E+09 0.18246E+09 3 0.14596E+08 0.59162E-02 -0.29994E+09 0.31454E+09 0.30750E+09 12 0.25906E+08 0.99511E-03 -0.16899E+09 0.19490E+09 0.18333E+09 10 0.16176E+08 0.55136E-03 -0.98947E+08 0.11512E+09 0.10795E+09 13 0.99815E+07 0.24161E-02 -0.16036E+09 0.17034E+09 0.16557E+09 15 0.16152E+08 0.42838E-02 -0.27105E+09 0.28720E+09 0.27948E+09 24 0.12388E+09 0.0000 -0.35341E+08 0.15922E+09 0.14482E+09 22 0.77844E+08 0.0000 -0.20562E+08 0.98406E+08 0.89906E+08 25 0.25197E+08 0.0000 -0.63523E+08 0.88720E+08 0.79188E+08 27 0.39965E+08 0.0000 -0.10955E+09 0.14951E+09 0.13407E+09 36 0.28900E+09 -0.23158E-02 -0.15149E+08 0.30415E+09 0.29687E+09 34 0.17831E+09 -0.15786E-02 -0.89766E+07 0.18729E+09 0.18296E+09 37 0.11558E+09 0.39018E-03 -0.13849E+08 0.12942E+09 0.12309E+09 39 0.18563E+09 0.71844E-03 -0.23585E+08 0.20921E+09 0.19848E+09 48 0.31807E+09 -0.39196E-02 -0.13765E+08 0.33183E+09 0.32517E+09 46 0.19591E+09 -0.25971E-02 -0.81700E+07 0.20408E+09 0.20012E+09 Max= 0.31807E+09 0.59162E-02 -0.81700E+07 0.33183E+09 0.32517E+09 Min= 0.90029E+07 -0.39196E-02 -0.29994E+09 0.88720E+08 0.79188E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 46 SECTION ID = 41 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.28658E+07 0.16660E-01 -0.21455E+09 0.21741E+09 0.21599E+09 3 0.33728E+07 0.20823E-01 -0.26009E+09 0.26346E+09 0.26179E+09 12 0.67108E+07 0.24321E-02 -0.13072E+09 0.13743E+09 0.13420E+09 10 0.57809E+07 0.18593E-02 -0.10636E+09 0.11214E+09 0.10936E+09 13 0.32300E+07 0.11532E-01 -0.19035E+09 0.19358E+09 0.19199E+09 15 0.37946E+07 0.14498E-01 -0.23118E+09 0.23497E+09 0.23310E+09 24 0.10163E+09 0.0000 -0.86312E+07 0.11026E+09 0.10621E+09 22 0.88082E+08 0.0000 -0.69804E+07 0.95063E+08 0.91772E+08 25 0.11620E+08 0.0000 -0.52913E+08 0.64533E+08 0.59579E+08 27 0.13210E+08 0.0000 -0.66403E+08 0.79613E+08 0.73899E+08 36 0.27043E+09 -0.20820E-01 -0.32437E+07 0.27368E+09 0.27207E+09 34 0.22961E+09 -0.18264E-01 -0.26778E+07 0.23229E+09 0.23096E+09 37 0.14464E+09 -0.34744E-02 -0.42510E+07 0.14889E+09 0.14681E+09


ANNEXES

357

39 0.16901E+09 -0.37946E-02 -0.51904E+07 0.17420E+09 0.17166E+09 48 0.29945E+09 -0.29117E-01 -0.29294E+07 0.30238E+09 0.30093E+09 46 0.25391E+09 -0.25407E-01 -0.24215E+07 0.25633E+09 0.25513E+09 Max= 0.29945E+09 0.20823E-01 -0.24215E+07 0.30238E+09 0.30093E+09 Min= 0.28658E+07 -0.29117E-01 -0.26009E+09 0.64533E+08 0.59579E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.28658E+07 0.16660E-01 -0.21455E+09 0.21741E+09 0.21599E+09 3 0.33728E+07 0.20823E-01 -0.26009E+09 0.26346E+09 0.26179E+09 12 0.67108E+07 0.24321E-02 -0.13072E+09 0.13743E+09 0.13420E+09 10 0.57809E+07 0.18593E-02 -0.10636E+09 0.11214E+09 0.10936E+09 13 0.32300E+07 0.11532E-01 -0.19035E+09 0.19358E+09 0.19199E+09 15 0.37946E+07 0.14498E-01 -0.23118E+09 0.23497E+09 0.23310E+09 24 0.10163E+09 0.0000 -0.86312E+07 0.11026E+09 0.10621E+09 22 0.88082E+08 0.0000 -0.69804E+07 0.95063E+08 0.91772E+08 25 0.11620E+08 0.0000 -0.52913E+08 0.64533E+08 0.59579E+08 27 0.13210E+08 0.0000 -0.66403E+08 0.79613E+08 0.73899E+08 36 0.27043E+09 -0.20820E-01 -0.32437E+07 0.27368E+09 0.27207E+09 34 0.22961E+09 -0.18264E-01 -0.26778E+07 0.23229E+09 0.23096E+09 37 0.14464E+09 -0.34744E-02 -0.42510E+07 0.14889E+09 0.14681E+09 39 0.16901E+09 -0.37946E-02 -0.51904E+07 0.17420E+09 0.17166E+09 48 0.29945E+09 -0.29117E-01 -0.29294E+07 0.30238E+09 0.30093E+09 46 0.25391E+09 -0.25407E-01 -0.24215E+07 0.25633E+09 0.25513E+09 Max= 0.29945E+09 0.20823E-01 -0.24215E+07 0.30238E+09 0.30093E+09 Min= 0.28658E+07 -0.29117E-01 -0.26009E+09 0.64533E+08 0.59579E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 47 SECTION ID = 42 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.16020E+08 0.33095E-03 -0.72723E+08 0.88743E+08 0.81917E+08 3 0.17501E+08 0.40310E-03 -0.85242E+08 0.10274E+09 0.95206E+08 12 0.23904E+08 0.27500E-03 -0.62407E+08 0.86311E+08 0.77187E+08 10 0.22026E+08 0.24196E-03 -0.52892E+08 0.74918E+08 0.66691E+08 13 0.21297E+08 0.24260E-03 -0.54702E+08 0.76000E+08 0.67904E+08 15 0.23127E+08 0.27792E-03 -0.64503E+08 0.87630E+08 0.78659E+08 24 0.55898E+08 0.0000 -0.26688E+08 0.82585E+08 0.72997E+08 22 0.51566E+08 0.0000 -0.22593E+08 0.74159E+08 0.65837E+08 25 0.49107E+08 0.0000 -0.23724E+08 0.72831E+08 0.64338E+08 27 0.53192E+08 0.0000 -0.28045E+08 0.81237E+08 0.71468E+08 36 0.10937E+09 0.40644E-03 -0.13639E+08 0.12301E+09 0.11679E+09 34 0.99473E+08 0.32044E-03 -0.11712E+08 0.11119E+09 0.10582E+09 37 0.97207E+08 0.35196E-03 -0.11985E+08 0.10919E+09 0.10372E+09 39 0.10682E+09 0.43796E-03 -0.13965E+08 0.12079E+09 0.11445E+09 48 0.13329E+09 -0.50284E-04 -0.11192E+08 0.14448E+09 0.13922E+09 46 0.12071E+09 -0.12208E-03 -0.96512E+07 0.13036E+09 0.12582E+09 Max= 0.13329E+09 0.43796E-03 -0.96512E+07 0.14448E+09 0.13922E+09 Min= 0.16020E+08 -0.12208E-03 -0.85242E+08 0.72831E+08 0.64338E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.16020E+08 0.33095E-03 -0.72723E+08 0.88743E+08 0.81917E+08 3 0.17501E+08 0.40310E-03 -0.85242E+08 0.10274E+09 0.95206E+08 12 0.23904E+08 0.27500E-03 -0.62407E+08 0.86311E+08 0.77187E+08 10 0.22026E+08 0.24196E-03 -0.52892E+08 0.74918E+08 0.66691E+08 13 0.21297E+08 0.24260E-03 -0.54702E+08 0.76000E+08 0.67904E+08 15 0.23127E+08 0.27792E-03 -0.64503E+08 0.87630E+08 0.78659E+08 24 0.55898E+08 0.0000 -0.26688E+08 0.82585E+08 0.72997E+08 22 0.51566E+08 0.0000 -0.22593E+08 0.74159E+08 0.65837E+08 25 0.49107E+08 0.0000 -0.23724E+08 0.72831E+08 0.64338E+08 27 0.53192E+08 0.0000 -0.28045E+08 0.81237E+08 0.71468E+08 36 0.10937E+09 0.40644E-03 -0.13639E+08 0.12301E+09 0.11679E+09


ANNEXES

358

34 0.99473E+08 0.32044E-03 -0.11712E+08 0.11119E+09 0.10582E+09 37 0.97207E+08 0.35196E-03 -0.11985E+08 0.10919E+09 0.10372E+09 39 0.10682E+09 0.43796E-03 -0.13965E+08 0.12079E+09 0.11445E+09 48 0.13329E+09 -0.50284E-04 -0.11192E+08 0.14448E+09 0.13922E+09 46 0.12071E+09 -0.12208E-03 -0.96512E+07 0.13036E+09 0.12582E+09 Max= 0.13329E+09 0.43796E-03 -0.96512E+07 0.14448E+09 0.13922E+09 Min= 0.16020E+08 -0.12208E-03 -0.85242E+08 0.72831E+08 0.64338E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 48 SECTION ID = 43 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.18451E+09 -0.34821E-02 -0.63141E+07 0.19082E+09 0.18775E+09 3 0.20533E+09 -0.36640E-02 -0.72652E+07 0.21260E+09 0.20906E+09 12 0.98611E+08 0.51935E-03 -0.15128E+08 0.11374E+09 0.10698E+09 10 0.89896E+08 0.43486E-03 -0.12960E+08 0.10286E+09 0.97027E+08 13 0.19691E+09 -0.45730E-02 -0.59166E+07 0.20282E+09 0.19993E+09 15 0.21935E+09 -0.48521E-02 -0.68010E+07 0.22615E+09 0.22282E+09 24 0.18143E+08 0.0000 -0.82224E+08 0.10037E+09 0.92638E+08 22 0.16621E+08 0.0000 -0.70091E+08 0.86713E+08 0.79712E+08 25 0.11772E+09 0.0000 -0.98963E+07 0.12762E+09 0.12297E+09 27 0.12992E+09 0.0000 -0.11482E+08 0.14140E+09 0.13603E+09 36 0.89267E+07 0.29773E-02 -0.16711E+09 0.17604E+09 0.17175E+09 34 0.80521E+07 0.24647E-02 -0.14469E+09 0.15274E+09 0.14887E+09 37 0.24661E+08 0.24986E-03 -0.47241E+08 0.71902E+08 0.63284E+08 39 0.26715E+08 0.27741E-03 -0.55841E+08 0.82556E+08 0.72964E+08 48 0.97227E+07 0.22669E-02 -0.15343E+09 0.16315E+09 0.15852E+09 46 0.87844E+07 0.18665E-02 -0.13262E+09 0.14141E+09 0.13723E+09 Max= 0.21935E+09 0.29773E-02 -0.59166E+07 0.22615E+09 0.22282E+09 Min= 0.80521E+07 -0.48521E-02 -0.16711E+09 0.71902E+08 0.63284E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.18451E+09 -0.34821E-02 -0.63141E+07 0.19082E+09 0.18775E+09 3 0.20533E+09 -0.36640E-02 -0.72652E+07 0.21260E+09 0.20906E+09 12 0.98611E+08 0.51935E-03 -0.15128E+08 0.11374E+09 0.10698E+09 10 0.89896E+08 0.43486E-03 -0.12960E+08 0.10286E+09 0.97027E+08 13 0.19691E+09 -0.45730E-02 -0.59166E+07 0.20282E+09 0.19993E+09 15 0.21935E+09 -0.48521E-02 -0.68010E+07 0.22615E+09 0.22282E+09 24 0.18143E+08 0.0000 -0.82224E+08 0.10037E+09 0.92638E+08 22 0.16621E+08 0.0000 -0.70091E+08 0.86713E+08 0.79712E+08 25 0.11772E+09 0.0000 -0.98963E+07 0.12762E+09 0.12297E+09 27 0.12992E+09 0.0000 -0.11482E+08 0.14140E+09 0.13603E+09 36 0.89267E+07 0.29773E-02 -0.16711E+09 0.17604E+09 0.17175E+09 34 0.80521E+07 0.24647E-02 -0.14469E+09 0.15274E+09 0.14887E+09 37 0.24661E+08 0.24986E-03 -0.47241E+08 0.71902E+08 0.63284E+08 39 0.26715E+08 0.27741E-03 -0.55841E+08 0.82556E+08 0.72964E+08 48 0.97227E+07 0.22669E-02 -0.15343E+09 0.16315E+09 0.15852E+09 46 0.87844E+07 0.18665E-02 -0.13262E+09 0.14141E+09 0.13723E+09 Max= 0.21935E+09 0.29773E-02 -0.59166E+07 0.22615E+09 0.22282E+09 Min= 0.80521E+07 -0.48521E-02 -0.16711E+09 0.71902E+08 0.63284E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 49 SECTION ID = 49 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.56589E+07 0.83168E-03 -0.71652E+08 0.77311E+08 0.74643E+08 3 0.68372E+07 0.70860E-03 -0.73216E+08 0.80053E+08 0.76863E+08 12 0.14078E+08 0.15884E-03 -0.35559E+08 0.49637E+08 0.44308E+08 10 0.11064E+08 0.15394E-03 -0.36650E+08 0.47713E+08 0.43256E+08 13 0.37502E+07 0.30767E-02 -0.10812E+09 0.11187E+09 0.11004E+09


ANNEXES

359

15 0.44131E+07 0.28525E-02 -0.11343E+09 0.11785E+09 0.11570E+09 24 0.22062E+08 0.0000 -0.22690E+08 0.44752E+08 0.38758E+08 22 0.17014E+08 0.0000 -0.23832E+08 0.40846E+08 0.35538E+08 25 0.33353E+07 0.0000 -0.12157E+09 0.12491E+09 0.12327E+09 27 0.39009E+07 0.0000 -0.12833E+09 0.13223E+09 0.13032E+09 36 0.15750E+08 0.16179E-03 -0.31784E+08 0.47534E+08 0.41939E+08 34 0.12295E+08 0.14387E-03 -0.32979E+08 0.45274E+08 0.40549E+08 37 0.39218E+07 0.26719E-02 -0.10339E+09 0.10731E+09 0.10540E+09 39 0.46266E+07 0.24564E-02 -0.10820E+09 0.11283E+09 0.11058E+09 48 0.75580E+07 0.51875E-03 -0.66233E+08 0.73791E+08 0.70317E+08 46 0.62121E+07 0.61900E-03 -0.65272E+08 0.71484E+08 0.68590E+08 Max= 0.22062E+08 0.30767E-02 -0.22690E+08 0.13223E+09 0.13032E+09 Min= 0.33353E+07 0.0000 -0.12833E+09 0.40846E+08 0.35538E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.56589E+07 0.83168E-03 -0.71652E+08 0.77311E+08 0.74643E+08 3 0.68372E+07 0.70860E-03 -0.73216E+08 0.80053E+08 0.76863E+08 12 0.14078E+08 0.15884E-03 -0.35559E+08 0.49637E+08 0.44308E+08 10 0.11064E+08 0.15394E-03 -0.36650E+08 0.47713E+08 0.43256E+08 13 0.37502E+07 0.30767E-02 -0.10812E+09 0.11187E+09 0.11004E+09 15 0.44131E+07 0.28525E-02 -0.11343E+09 0.11785E+09 0.11570E+09 24 0.22062E+08 0.0000 -0.22690E+08 0.44752E+08 0.38758E+08 22 0.17014E+08 0.0000 -0.23832E+08 0.40846E+08 0.35538E+08 25 0.33353E+07 0.0000 -0.12157E+09 0.12491E+09 0.12327E+09 27 0.39009E+07 0.0000 -0.12833E+09 0.13223E+09 0.13032E+09 36 0.15750E+08 0.16179E-03 -0.31784E+08 0.47534E+08 0.41939E+08 34 0.12295E+08 0.14387E-03 -0.32979E+08 0.45274E+08 0.40549E+08 37 0.39218E+07 0.26719E-02 -0.10339E+09 0.10731E+09 0.10540E+09 39 0.46266E+07 0.24564E-02 -0.10820E+09 0.11283E+09 0.11058E+09 48 0.75580E+07 0.51875E-03 -0.66233E+08 0.73791E+08 0.70317E+08 46 0.62121E+07 0.61900E-03 -0.65272E+08 0.71484E+08 0.68590E+08 Max= 0.22062E+08 0.30767E-02 -0.22690E+08 0.13223E+09 0.13032E+09 Min= 0.33353E+07 0.0000 -0.12833E+09 0.40846E+08 0.35538E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 50 SECTION ID = 50 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.10103E+09 -0.17086E-01 -0.59727E+06 0.10163E+09 0.10133E+09 3 0.11165E+09 -0.18665E-01 -0.66723E+06 0.11232E+09 0.11199E+09 12 0.79821E+08 -0.63301E-02 -0.93330E+06 0.80754E+08 0.80292E+08 10 0.72379E+08 -0.58403E-02 -0.83370E+06 0.73213E+08 0.72799E+08 13 0.74499E+08 -0.64239E-02 -0.80998E+06 0.75309E+08 0.74907E+08 15 0.82176E+08 -0.69686E-02 -0.90656E+06 0.83082E+08 0.82633E+08 24 0.10725E+08 0.0000 -0.69459E+07 0.17671E+08 0.15420E+08 22 0.99889E+07 0.0000 -0.60410E+07 0.16030E+08 0.14022E+08 25 0.12005E+08 0.0000 -0.50263E+07 0.17032E+08 0.15157E+08 27 0.12916E+08 0.0000 -0.57680E+07 0.18684E+08 0.16570E+08 36 0.10436E+07 0.50492E-02 -0.71386E+08 0.72429E+08 0.71913E+08 34 0.94716E+06 0.44282E-02 -0.63709E+08 0.64656E+08 0.64188E+08 37 0.97962E+06 0.39922E-02 -0.61598E+08 0.62577E+08 0.62093E+08 39 0.10790E+07 0.45561E-02 -0.69040E+08 0.70119E+08 0.69586E+08 48 0.73908E+06 0.14480E-01 -0.10080E+09 0.10154E+09 0.10117E+09 46 0.66917E+06 0.12797E-01 -0.90175E+08 0.90844E+08 0.90511E+08 Max= 0.11165E+09 0.14480E-01 -0.59727E+06 0.11232E+09 0.11199E+09 Min= 0.66917E+06 -0.18665E-01 -0.10080E+09 0.16030E+08 0.14022E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.10103E+09 -0.17086E-01 -0.59727E+06 0.10163E+09 0.10133E+09 3 0.11165E+09 -0.18665E-01 -0.66723E+06 0.11232E+09 0.11199E+09 12 0.79821E+08 -0.63301E-02 -0.93330E+06 0.80754E+08 0.80292E+08


ANNEXES

360

10 0.72379E+08 -0.58403E-02 -0.83370E+06 0.73213E+08 0.72799E+08 13 0.74499E+08 -0.64239E-02 -0.80998E+06 0.75309E+08 0.74907E+08 15 0.82176E+08 -0.69686E-02 -0.90656E+06 0.83082E+08 0.82633E+08 24 0.10725E+08 0.0000 -0.69459E+07 0.17671E+08 0.15420E+08 22 0.99889E+07 0.0000 -0.60410E+07 0.16030E+08 0.14022E+08 25 0.12005E+08 0.0000 -0.50263E+07 0.17032E+08 0.15157E+08 27 0.12916E+08 0.0000 -0.57680E+07 0.18684E+08 0.16570E+08 36 0.10436E+07 0.50492E-02 -0.71386E+08 0.72429E+08 0.71913E+08 34 0.94716E+06 0.44282E-02 -0.63709E+08 0.64656E+08 0.64188E+08 37 0.97962E+06 0.39922E-02 -0.61598E+08 0.62577E+08 0.62093E+08 39 0.10790E+07 0.45561E-02 -0.69040E+08 0.70119E+08 0.69586E+08 48 0.73908E+06 0.14480E-01 -0.10080E+09 0.10154E+09 0.10117E+09 46 0.66917E+06 0.12797E-01 -0.90175E+08 0.90844E+08 0.90511E+08 Max= 0.11165E+09 0.14480E-01 -0.59727E+06 0.11232E+09 0.11199E+09 Min= 0.66917E+06 -0.18665E-01 -0.10080E+09 0.16030E+08 0.14022E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 51 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.48370E+06 0.48370E+06 0.48370E+06 3 0.16566E+06 0.10951E-03 -0.43042E+07 0.44699E+07 0.43894E+07 9 41576. 0.75488E-02 -0.17150E+08 0.17191E+08 0.17171E+08 11 0.11037E+08 -0.18865E-02 -64604. 0.11101E+08 0.11069E+08 17 34996. 0.0000 -0.20375E+08 0.20410E+08 0.20392E+08 19 0.19409E+08 0.0000 -36737. 0.19446E+08 0.19427E+08 25 59423. 0.25681E-02 -0.11999E+08 0.12058E+08 0.12029E+08 27 0.16185E+08 -0.61830E-02 -44055. 0.16229E+08 0.16207E+08 33 0.33820E+07 -0.16136E-04 -0.21083E+06 0.35928E+07 0.34922E+07 35 0.24193E+06 0.13989E-03 -0.58944E+07 0.61363E+07 0.60190E+07 41 59286. 0.10413E-01 -0.24054E+08 0.24113E+08 0.24083E+08 43 0.15807E+08 -0.27763E-02 -90213. 0.15898E+08 0.15853E+08 49 49837. 0.0000 -0.28614E+08 0.28664E+08 0.28639E+08 51 0.27648E+08 0.0000 -51578. 0.27700E+08 0.27674E+08 57 85037. 0.35043E-02 -0.16770E+08 0.16855E+08 0.16812E+08 59 0.23089E+08 -0.89803E-02 -61763. 0.23151E+08 0.23120E+08 65 0.49719E+07 -0.30584E-04 -0.28682E+06 0.52587E+07 0.51213E+07 Max= 0.27648E+08 0.10413E-01 -36737. 0.28664E+08 0.28639E+08 Min= 0.0000 -0.89803E-02 -0.28614E+08 0.48370E+06 0.48370E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.48370E+06 0.48370E+06 0.48370E+06 3 0.16566E+06 0.10951E-03 -0.43042E+07 0.44699E+07 0.43894E+07 9 41576. 0.75488E-02 -0.17150E+08 0.17191E+08 0.17171E+08 11 0.11037E+08 -0.18865E-02 -64604. 0.11101E+08 0.11069E+08 17 34996. 0.0000 -0.20375E+08 0.20410E+08 0.20392E+08 19 0.19409E+08 0.0000 -36737. 0.19446E+08 0.19427E+08 25 59423. 0.25681E-02 -0.11999E+08 0.12058E+08 0.12029E+08 27 0.16185E+08 -0.61830E-02 -44055. 0.16229E+08 0.16207E+08 33 0.33820E+07 -0.16136E-04 -0.21083E+06 0.35928E+07 0.34922E+07 35 0.24193E+06 0.13989E-03 -0.58944E+07 0.61363E+07 0.60190E+07 41 59286. 0.10413E-01 -0.24054E+08 0.24113E+08 0.24083E+08 43 0.15807E+08 -0.27763E-02 -90213. 0.15898E+08 0.15853E+08 49 49837. 0.0000 -0.28614E+08 0.28664E+08 0.28639E+08 51 0.27648E+08 0.0000 -51578. 0.27700E+08 0.27674E+08 57 85037. 0.35043E-02 -0.16770E+08 0.16855E+08 0.16812E+08 59 0.23089E+08 -0.89803E-02 -61763. 0.23151E+08 0.23120E+08 65 0.49719E+07 -0.30584E-04 -0.28682E+06 0.52587E+07 0.51213E+07 Max= 0.27648E+08 0.10413E-01 -36737. 0.28664E+08 0.28639E+08 Min= 0.0000 -0.89803E-02 -0.28614E+08 0.48370E+06 0.48370E+06 STRESSES AT BEAM SECTION NODAL POINTS


ANNEXES

361

ELEMENT = 52 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 9 0.16380E-06 0.0000 0.0000 0.16380E-06 0.16380E-06 11 0.0000 0.0000 -0.16380E-06 0.16380E-06 0.16380E-06 17 0.23165E-06 0.0000 0.0000 0.23165E-06 0.23165E-06 19 0.0000 0.0000 -0.23165E-06 0.23165E-06 0.23165E-06 25 0.16380E-06 0.0000 0.0000 0.16380E-06 0.16380E-06 27 0.0000 0.0000 -0.16380E-06 0.16380E-06 0.16380E-06 33 0.0000 0.0000 0.0000 0.0000 0.0000 35 0.0000 0.0000 0.0000 0.0000 0.0000 41 0.23165E-06 0.0000 0.0000 0.23165E-06 0.23165E-06 43 0.0000 0.0000 -0.23165E-06 0.23165E-06 0.23165E-06 49 0.32761E-06 0.0000 0.0000 0.32761E-06 0.32761E-06 51 0.0000 0.0000 -0.32761E-06 0.32761E-06 0.32761E-06 57 0.23165E-06 0.0000 0.0000 0.23165E-06 0.23165E-06 59 0.0000 0.0000 -0.23165E-06 0.23165E-06 0.23165E-06 65 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.32761E-06 0.0000 0.0000 0.32761E-06 0.32761E-06 Min= 0.0000 0.0000 -0.32761E-06 0.0000 0.0000 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 9 0.16380E-06 0.0000 0.0000 0.16380E-06 0.16380E-06 11 0.0000 0.0000 -0.16380E-06 0.16380E-06 0.16380E-06 17 0.23165E-06 0.0000 0.0000 0.23165E-06 0.23165E-06 19 0.0000 0.0000 -0.23165E-06 0.23165E-06 0.23165E-06 25 0.16380E-06 0.0000 0.0000 0.16380E-06 0.16380E-06 27 0.0000 0.0000 -0.16380E-06 0.16380E-06 0.16380E-06 33 0.0000 0.0000 0.0000 0.0000 0.0000 35 0.0000 0.0000 0.0000 0.0000 0.0000 41 0.23165E-06 0.0000 0.0000 0.23165E-06 0.23165E-06 43 0.0000 0.0000 -0.23165E-06 0.23165E-06 0.23165E-06 49 0.32761E-06 0.0000 0.0000 0.32761E-06 0.32761E-06 51 0.0000 0.0000 -0.32761E-06 0.32761E-06 0.32761E-06 57 0.23165E-06 0.0000 0.0000 0.23165E-06 0.23165E-06 59 0.0000 0.0000 -0.23165E-06 0.23165E-06 0.23165E-06 65 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.32761E-06 0.0000 0.0000 0.32761E-06 0.32761E-06 Min= 0.0000 0.0000 -0.32761E-06 0.0000 0.0000 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 53 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.35018E+06 0.35018E+06 0.35018E+06 3 0.81281E+07 -0.17005E-02 -39364. 0.81675E+07 0.81479E+07 9 0.18059E+07 0.25966E-05 -0.17718E+06 0.19830E+07 0.19006E+07 11 0.96387E+07 -0.28848E-02 -33195. 0.96718E+07 0.96553E+07 17 52942. 0.0000 -0.60436E+07 0.60965E+07 0.60702E+07 19 0.53501E+07 0.0000 -59804. 0.54099E+07 0.53802E+07 25 30953. 0.36780E-02 -0.10337E+08 0.10368E+08 0.10352E+08 27 0.13011E+06 0.44273E-04 -0.24591E+07 0.25892E+07 0.25267E+07 33 36254. 0.22823E-02 -0.88254E+07 0.88616E+07 0.88436E+07 35 0.11639E+08 -0.25003E-02 -54979. 0.11694E+08 0.11667E+08 41 0.26865E+07 0.77972E-06 -0.23819E+06 0.29247E+07 0.28132E+07 43 0.13776E+08 -0.42147E-02 -46452. 0.13822E+08 0.13799E+08 49 76152. 0.0000 -0.84031E+07 0.84793E+07 0.84414E+07 51 0.77096E+07 0.0000 -83002. 0.77926E+07 0.77514E+07


ANNEXES

362

57 44212. 0.50477E-02 -0.14474E+08 0.14518E+08 0.14496E+08 59 0.19158E+06 0.55054E-04 -0.33403E+07 0.35318E+07 0.34401E+07 65 51871. 0.31160E-02 -0.12337E+08 0.12388E+08 0.12363E+08 Max= 0.13776E+08 0.50477E-02 -33195. 0.14518E+08 0.14496E+08 Min= 0.0000 -0.42147E-02 -0.14474E+08 0.35018E+06 0.35018E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.35018E+06 0.35018E+06 0.35018E+06 3 0.81281E+07 -0.17005E-02 -39364. 0.81675E+07 0.81479E+07 9 0.18059E+07 0.25966E-05 -0.17718E+06 0.19830E+07 0.19006E+07 11 0.96387E+07 -0.28848E-02 -33195. 0.96718E+07 0.96553E+07 17 52942. 0.0000 -0.60436E+07 0.60965E+07 0.60702E+07 19 0.53501E+07 0.0000 -59804. 0.54099E+07 0.53802E+07 25 30953. 0.36780E-02 -0.10337E+08 0.10368E+08 0.10352E+08 27 0.13011E+06 0.44273E-04 -0.24591E+07 0.25892E+07 0.25267E+07 33 36254. 0.22823E-02 -0.88254E+07 0.88616E+07 0.88436E+07 35 0.11639E+08 -0.25003E-02 -54979. 0.11694E+08 0.11667E+08 41 0.26865E+07 0.77972E-06 -0.23819E+06 0.29247E+07 0.28132E+07 43 0.13776E+08 -0.42147E-02 -46452. 0.13822E+08 0.13799E+08 49 76152. 0.0000 -0.84031E+07 0.84793E+07 0.84414E+07 51 0.77096E+07 0.0000 -83002. 0.77926E+07 0.77514E+07 57 44212. 0.50477E-02 -0.14474E+08 0.14518E+08 0.14496E+08 59 0.19158E+06 0.55054E-04 -0.33403E+07 0.35318E+07 0.34401E+07 65 51871. 0.31160E-02 -0.12337E+08 0.12388E+08 0.12363E+08 Max= 0.13776E+08 0.50477E-02 -33195. 0.14518E+08 0.14496E+08 Min= 0.0000 -0.42147E-02 -0.14474E+08 0.35018E+06 0.35018E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 54 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.11671E+07 0.11671E+07 0.11671E+07 3 0.24739E+08 -0.25071E-01 -25899. 0.24765E+08 0.24752E+08 9 0.19738E+07 0.11277E-04 -0.32462E+06 0.22984E+07 0.21545E+07 11 0.32637E+08 -0.57867E-01 -19632. 0.32657E+08 0.32647E+08 17 27746. 0.0000 -0.23093E+08 0.23120E+08 0.23107E+08 19 0.20762E+08 0.0000 -30862. 0.20792E+08 0.20777E+08 25 18322. 0.71587E-01 -0.34970E+08 0.34988E+08 0.34979E+08 27 0.15483E+06 0.10854E-03 -0.41382E+07 0.42931E+07 0.42178E+07 33 23668. 0.33179E-01 -0.27071E+08 0.27095E+08 0.27083E+08 35 0.35470E+08 -0.36957E-01 -36128. 0.35506E+08 0.35488E+08 41 0.32144E+07 0.11799E-04 -0.39867E+06 0.36131E+07 0.34311E+07 43 0.46639E+08 -0.84444E-01 -27476. 0.46666E+08 0.46653E+08 49 39828. 0.0000 -0.32175E+08 0.32215E+08 0.32195E+08 51 0.29844E+08 0.0000 -42939. 0.29887E+08 0.29866E+08 57 26167. 0.98295E-01 -0.48972E+08 0.48998E+08 0.48985E+08 59 0.23785E+06 0.11816E-03 -0.53878E+07 0.56256E+07 0.55106E+07 65 33900. 0.45167E-01 -0.37802E+08 0.37836E+08 0.37819E+08 Max= 0.46639E+08 0.98295E-01 -19632. 0.48998E+08 0.48985E+08 Min= 0.0000 -0.84444E-01 -0.48972E+08 0.11671E+07 0.11671E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.11671E+07 0.11671E+07 0.11671E+07 3 0.24739E+08 -0.25071E-01 -25899. 0.24765E+08 0.24752E+08 9 0.19738E+07 0.11277E-04 -0.32462E+06 0.22984E+07 0.21545E+07 11 0.32637E+08 -0.57867E-01 -19632. 0.32657E+08 0.32647E+08 17 27746. 0.0000 -0.23093E+08 0.23120E+08 0.23107E+08 19 0.20762E+08 0.0000 -30862. 0.20792E+08 0.20777E+08 25 18322. 0.71587E-01 -0.34970E+08 0.34988E+08 0.34979E+08 27 0.15483E+06 0.10854E-03 -0.41382E+07 0.42931E+07 0.42178E+07 33 23668. 0.33179E-01 -0.27071E+08 0.27095E+08 0.27083E+08


ANNEXES

363

35 0.35470E+08 -0.36957E-01 -36128. 0.35506E+08 0.35488E+08 41 0.32144E+07 0.11799E-04 -0.39867E+06 0.36131E+07 0.34311E+07 43 0.46639E+08 -0.84444E-01 -27476. 0.46666E+08 0.46653E+08 49 39828. 0.0000 -0.32175E+08 0.32215E+08 0.32195E+08 51 0.29844E+08 0.0000 -42939. 0.29887E+08 0.29866E+08 57 26167. 0.98295E-01 -0.48972E+08 0.48998E+08 0.48985E+08 59 0.23785E+06 0.11816E-03 -0.53878E+07 0.56256E+07 0.55106E+07 65 33900. 0.45167E-01 -0.37802E+08 0.37836E+08 0.37819E+08 Max= 0.46639E+08 0.98295E-01 -19632. 0.48998E+08 0.48985E+08 Min= 0.0000 -0.84444E-01 -0.48972E+08 0.11671E+07 0.11671E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 55 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.11249E+07 0.11249E+07 0.11249E+07 3 0.90857E+07 0.0000 0.0000 0.90857E+07 0.90857E+07 9 0.0000 0.0000 -0.20610E+06 0.20610E+06 0.20610E+06 11 0.12396E+08 0.0000 0.0000 0.12396E+08 0.12396E+08 17 0.0000 0.0000 -0.10036E+08 0.10036E+08 0.10036E+08 19 0.77864E+07 0.0000 0.0000 0.77864E+07 0.77864E+07 25 0.0000 0.0000 -0.14646E+08 0.14646E+08 0.14646E+08 27 0.0000 0.0000 -0.20437E+07 0.20437E+07 0.20437E+07 33 0.0000 0.0000 -0.11336E+08 0.11336E+08 0.11336E+08 35 0.13315E+08 0.0000 0.0000 0.13315E+08 0.13315E+08 41 0.17447E+06 0.0000 0.0000 0.17447E+06 0.17447E+06 43 0.17997E+08 0.0000 0.0000 0.17997E+08 0.17997E+08 49 0.0000 0.0000 -0.13727E+08 0.13727E+08 0.13727E+08 51 0.11478E+08 0.0000 0.0000 0.11478E+08 0.11478E+08 57 0.0000 0.0000 -0.20247E+08 0.20247E+08 0.20247E+08 59 0.0000 0.0000 -0.24243E+07 0.24243E+07 0.24243E+07 65 0.0000 0.0000 -0.15565E+08 0.15565E+08 0.15565E+08 Max= 0.17997E+08 0.0000 0.0000 0.20247E+08 0.20247E+08 Min= 0.0000 0.0000 -0.20247E+08 0.17447E+06 0.17447E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.11249E+07 0.11249E+07 0.11249E+07 3 0.90857E+07 0.0000 0.0000 0.90857E+07 0.90857E+07 9 0.0000 0.0000 -0.20610E+06 0.20610E+06 0.20610E+06 11 0.12396E+08 0.0000 0.0000 0.12396E+08 0.12396E+08 17 0.0000 0.0000 -0.10036E+08 0.10036E+08 0.10036E+08 19 0.77864E+07 0.0000 0.0000 0.77864E+07 0.77864E+07 25 0.0000 0.0000 -0.14646E+08 0.14646E+08 0.14646E+08 27 0.0000 0.0000 -0.20437E+07 0.20437E+07 0.20437E+07 33 0.0000 0.0000 -0.11336E+08 0.11336E+08 0.11336E+08 35 0.13315E+08 0.0000 0.0000 0.13315E+08 0.13315E+08 41 0.17447E+06 0.0000 0.0000 0.17447E+06 0.17447E+06 43 0.17997E+08 0.0000 0.0000 0.17997E+08 0.17997E+08 49 0.0000 0.0000 -0.13727E+08 0.13727E+08 0.13727E+08 51 0.11478E+08 0.0000 0.0000 0.11478E+08 0.11478E+08 57 0.0000 0.0000 -0.20247E+08 0.20247E+08 0.20247E+08 59 0.0000 0.0000 -0.24243E+07 0.24243E+07 0.24243E+07 65 0.0000 0.0000 -0.15565E+08 0.15565E+08 0.15565E+08 Max= 0.17997E+08 0.0000 0.0000 0.20247E+08 0.20247E+08 Min= 0.0000 0.0000 -0.20247E+08 0.17447E+06 0.17447E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 56 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV


ANNEXES

364

1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 9 0.0000 0.0000 0.0000 0.0000 0.0000 11 0.0000 0.0000 0.0000 0.0000 0.0000 17 0.0000 0.0000 0.0000 0.0000 0.0000 19 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.0000 0.0000 0.0000 0.0000 0.0000 27 0.0000 0.0000 0.0000 0.0000 0.0000 33 0.0000 0.0000 0.0000 0.0000 0.0000 35 0.0000 0.0000 0.0000 0.0000 0.0000 41 0.0000 0.0000 0.0000 0.0000 0.0000 43 0.0000 0.0000 0.0000 0.0000 0.0000 49 0.0000 0.0000 0.0000 0.0000 0.0000 51 0.0000 0.0000 0.0000 0.0000 0.0000 57 0.0000 0.0000 0.0000 0.0000 0.0000 59 0.0000 0.0000 0.0000 0.0000 0.0000 65 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.0000 0.0000 0.0000 0.0000 0.0000 Min= 0.0000 0.0000 0.0000 0.0000 0.0000 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 9 0.0000 0.0000 0.0000 0.0000 0.0000 11 0.0000 0.0000 0.0000 0.0000 0.0000 17 0.0000 0.0000 0.0000 0.0000 0.0000 19 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.0000 0.0000 0.0000 0.0000 0.0000 27 0.0000 0.0000 0.0000 0.0000 0.0000 33 0.0000 0.0000 0.0000 0.0000 0.0000 35 0.0000 0.0000 0.0000 0.0000 0.0000 41 0.0000 0.0000 0.0000 0.0000 0.0000 43 0.0000 0.0000 0.0000 0.0000 0.0000 49 0.0000 0.0000 0.0000 0.0000 0.0000 51 0.0000 0.0000 0.0000 0.0000 0.0000 57 0.0000 0.0000 0.0000 0.0000 0.0000 59 0.0000 0.0000 0.0000 0.0000 0.0000 65 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.0000 0.0000 0.0000 0.0000 0.0000 Min= 0.0000 0.0000 0.0000 0.0000 0.0000 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 57 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.18398E+06 0.0000 0.0000 0.18398E+06 0.18398E+06 3 0.64955E+07 -0.33132E-03 -0.10977E+06 0.66053E+07 0.65511E+07 9 0.12015E+06 0.29890E-03 -0.59342E+07 0.60543E+07 0.59952E+07 11 0.15000E+08 -0.48955E-02 -47534. 0.15048E+08 0.15024E+08 17 49007. 0.0000 -0.14549E+08 0.14598E+08 0.14574E+08 19 0.14916E+08 0.0000 -47802. 0.14964E+08 0.14940E+08 25 48726. 0.46781E-02 -0.14633E+08 0.14682E+08 0.14658E+08 27 0.62952E+07 -0.29684E-03 -0.11326E+06 0.64085E+07 0.63526E+07 33 0.11624E+06 0.33115E-03 -0.61340E+07 0.62502E+07 0.61929E+07 35 0.91111E+07 -0.45535E-03 -0.15652E+06 0.92676E+07 0.91903E+07 41 0.16842E+06 0.43447E-03 -0.84669E+07 0.86353E+07 0.85524E+07 43 0.21137E+08 -0.68472E-02 -67465. 0.21205E+08 0.21171E+08 49 69052. 0.0000 -0.20652E+08 0.20721E+08 0.20686E+08 51 0.21018E+08 0.0000 -67847. 0.21086E+08 0.21052E+08 57 68657. 0.66895E-02 -0.20771E+08 0.20839E+08 0.20805E+08 59 0.88280E+07 -0.40744E-03 -0.16154E+06 0.89895E+07 0.89098E+07 65 0.16298E+06 0.48092E-03 -0.87496E+07 0.89126E+07 0.88322E+07 Max= 0.21137E+08 0.66895E-02 0.0000 0.21205E+08 0.21171E+08


ANNEXES

365

Min= 48726. -0.68472E-02 -0.20771E+08 0.18398E+06 0.18398E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.18398E+06 0.0000 0.0000 0.18398E+06 0.18398E+06 3 0.64955E+07 -0.33132E-03 -0.10977E+06 0.66053E+07 0.65511E+07 9 0.12015E+06 0.29890E-03 -0.59342E+07 0.60543E+07 0.59952E+07 11 0.15000E+08 -0.48955E-02 -47534. 0.15048E+08 0.15024E+08 17 49007. 0.0000 -0.14549E+08 0.14598E+08 0.14574E+08 19 0.14916E+08 0.0000 -47802. 0.14964E+08 0.14940E+08 25 48726. 0.46781E-02 -0.14633E+08 0.14682E+08 0.14658E+08 27 0.62952E+07 -0.29684E-03 -0.11326E+06 0.64085E+07 0.63526E+07 33 0.11624E+06 0.33115E-03 -0.61340E+07 0.62502E+07 0.61929E+07 35 0.91111E+07 -0.45535E-03 -0.15652E+06 0.92676E+07 0.91903E+07 41 0.16842E+06 0.43447E-03 -0.84669E+07 0.86353E+07 0.85524E+07 43 0.21137E+08 -0.68472E-02 -67465. 0.21205E+08 0.21171E+08 49 69052. 0.0000 -0.20652E+08 0.20721E+08 0.20686E+08 51 0.21018E+08 0.0000 -67847. 0.21086E+08 0.21052E+08 57 68657. 0.66895E-02 -0.20771E+08 0.20839E+08 0.20805E+08 59 0.88280E+07 -0.40744E-03 -0.16154E+06 0.89895E+07 0.89098E+07 65 0.16298E+06 0.48092E-03 -0.87496E+07 0.89126E+07 0.88322E+07 Max= 0.21137E+08 0.66895E-02 0.0000 0.21205E+08 0.21171E+08 Min= 48726. -0.68472E-02 -0.20771E+08 0.18398E+06 0.18398E+06


ANNEXES

366

F.3.9.- Resultats de la 2a comprovació LOAD STEP= 1 SUBSTEP= 1 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 1 SECTION ID = 1 ELEMENT NODE = 1

SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 12 0.0000 0.0000 0.0000 0.0000 0.0000 10 0.0000 0.0000 0.0000 0.0000 0.0000 13 0.0000 0.0000 0.0000 0.0000 0.0000 15 0.0000 0.0000 0.0000 0.0000 0.0000 24 0.0000 0.0000 0.0000 0.0000 0.0000 22 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.0000 0.0000 0.0000 0.0000 0.0000 27 0.0000 0.0000 0.0000 0.0000 0.0000 36 0.0000 0.0000 0.0000 0.0000 0.0000 34 0.0000 0.0000 0.0000 0.0000 0.0000 37 0.0000 0.0000 0.0000 0.0000 0.0000 39 0.0000 0.0000 0.0000 0.0000 0.0000 48 0.0000 0.0000 0.0000 0.0000 0.0000 46 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.0000 0.0000 0.0000 0.0000 0.0000 Min= 0.0000 0.0000 0.0000 0.0000 0.0000 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 12 0.0000 0.0000 0.0000 0.0000 0.0000 10 0.0000 0.0000 0.0000 0.0000 0.0000 13 0.0000 0.0000 0.0000 0.0000 0.0000 15 0.0000 0.0000 0.0000 0.0000 0.0000 24 0.0000 0.0000 0.0000 0.0000 0.0000 22 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.0000 0.0000 0.0000 0.0000 0.0000 27 0.0000 0.0000 0.0000 0.0000 0.0000 36 0.0000 0.0000 0.0000 0.0000 0.0000 34 0.0000 0.0000 0.0000 0.0000 0.0000 37 0.0000 0.0000 0.0000 0.0000 0.0000 39 0.0000 0.0000 0.0000 0.0000 0.0000 48 0.0000 0.0000 0.0000 0.0000 0.0000 46 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.0000 0.0000 0.0000 0.0000 0.0000 Min= 0.0000 0.0000 0.0000 0.0000 0.0000 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 2 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.18012E-05 0.18012E-05 0.18012E-05 3 0.0000 0.0000 -0.19537E-05 0.19537E-05 0.19537E-05 12 0.0000 0.0000 0.0000 0.0000 0.0000 10 0.0000 0.0000 0.0000 0.0000 0.0000 13 0.0000 0.0000 -0.25473E-05 0.25473E-05 0.25473E-05 15 0.0000 0.0000 -0.27630E-05 0.27630E-05 0.27630E-05 24 0.19537E-05 0.0000 0.0000 0.19537E-05 0.19537E-05 22 0.18012E-05 0.0000 0.0000 0.18012E-05 0.18012E-05


ANNEXES

367

25 0.0000 0.0000 -0.18012E-05 0.18012E-05 0.18012E-05 27 0.0000 0.0000 -0.19537E-05 0.19537E-05 0.19537E-05 36 0.27630E-05 0.0000 0.0000 0.27630E-05 0.27630E-05 34 0.25473E-05 0.0000 0.0000 0.25473E-05 0.25473E-05 37 0.0000 0.0000 0.0000 0.0000 0.0000 39 0.0000 0.0000 0.0000 0.0000 0.0000 48 0.19537E-05 0.0000 0.0000 0.19537E-05 0.19537E-05 46 0.18012E-05 0.0000 0.0000 0.18012E-05 0.18012E-05 Max= 0.27630E-05 0.0000 0.0000 0.27630E-05 0.27630E-05 Min= 0.0000 0.0000 -0.27630E-05 0.0000 0.0000 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.18012E-05 0.18012E-05 0.18012E-05 3 0.0000 0.0000 -0.19537E-05 0.19537E-05 0.19537E-05 12 0.0000 0.0000 0.0000 0.0000 0.0000 10 0.0000 0.0000 0.0000 0.0000 0.0000 13 0.0000 0.0000 -0.25473E-05 0.25473E-05 0.25473E-05 15 0.0000 0.0000 -0.27630E-05 0.27630E-05 0.27630E-05 24 0.19537E-05 0.0000 0.0000 0.19537E-05 0.19537E-05 22 0.18012E-05 0.0000 0.0000 0.18012E-05 0.18012E-05 25 0.0000 0.0000 -0.18012E-05 0.18012E-05 0.18012E-05 27 0.0000 0.0000 -0.19537E-05 0.19537E-05 0.19537E-05 36 0.27630E-05 0.0000 0.0000 0.27630E-05 0.27630E-05 34 0.25473E-05 0.0000 0.0000 0.25473E-05 0.25473E-05 37 0.0000 0.0000 0.0000 0.0000 0.0000 39 0.0000 0.0000 0.0000 0.0000 0.0000 48 0.19537E-05 0.0000 0.0000 0.19537E-05 0.19537E-05 46 0.18012E-05 0.0000 0.0000 0.18012E-05 0.18012E-05 Max= 0.27630E-05 0.0000 0.0000 0.27630E-05 0.27630E-05 Min= 0.0000 0.0000 -0.27630E-05 0.0000 0.0000 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 3 SECTION ID = 1 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.32172E+09 0.32172E+09 0.32172E+09 3 0.0000 0.0000 -0.34896E+09 0.34896E+09 0.34896E+09 12 0.0000 0.0000 -0.24284E+09 0.24284E+09 0.24284E+09 10 0.0000 0.0000 -0.22388E+09 0.22388E+09 0.22388E+09 13 0.0000 0.0000 -0.23110E+09 0.23110E+09 0.23110E+09 15 0.0000 0.0000 -0.25067E+09 0.25067E+09 0.25067E+09 24 0.55378E+07 0.0000 0.0000 0.55378E+07 0.55378E+07 22 0.51056E+07 0.0000 0.0000 0.51056E+07 0.51056E+07 25 0.0000 0.0000 -0.51056E+07 0.51056E+07 0.51056E+07 27 0.0000 0.0000 -0.55378E+07 0.55378E+07 0.55378E+07 36 0.25067E+09 0.0000 0.0000 0.25067E+09 0.25067E+09 34 0.23110E+09 0.0000 0.0000 0.23110E+09 0.23110E+09 37 0.22388E+09 0.0000 0.0000 0.22388E+09 0.22388E+09 39 0.24284E+09 0.0000 0.0000 0.24284E+09 0.24284E+09 48 0.34896E+09 0.0000 0.0000 0.34896E+09 0.34896E+09 46 0.32172E+09 0.0000 0.0000 0.32172E+09 0.32172E+09 Max= 0.34896E+09 0.0000 0.0000 0.34896E+09 0.34896E+09 Min= 0.0000 0.0000 -0.34896E+09 0.51056E+07 0.51056E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.32172E+09 0.32172E+09 0.32172E+09 3 0.0000 0.0000 -0.34896E+09 0.34896E+09 0.34896E+09 12 0.0000 0.0000 -0.24284E+09 0.24284E+09 0.24284E+09 10 0.0000 0.0000 -0.22388E+09 0.22388E+09 0.22388E+09 13 0.0000 0.0000 -0.23110E+09 0.23110E+09 0.23110E+09 15 0.0000 0.0000 -0.25067E+09 0.25067E+09 0.25067E+09


ANNEXES

368



ANNEXES

369

1 0.36589E+09 -7.9243 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9962 -18411. 0.37035E+09 0.37034E+09 12 0.27491E+09 -3.2687 -24809. 0.27494E+09 0.27493E+09 10 0.27176E+09 -3.2444 -24424. 0.27179E+09 0.27178E+09 13 0.26976E+09 -3.1734 -24605. 0.26979E+09 0.26978E+09 15 0.27289E+09 -3.1969 -24993. 0.27291E+09 0.27290E+09 24 0.42653E+08 0.0000 -0.15992E+06 0.42813E+08 0.42734E+08 22 0.42630E+08 0.0000 -0.15572E+06 0.42786E+08 0.42708E+08 25 0.39815E+08 0.0000 -0.16673E+06 0.39982E+08 0.39899E+08 27 0.39800E+08 0.0000 -0.17138E+06 0.39972E+08 0.39886E+08 36 35753. 1.0928 -0.19078E+09 0.19081E+09 0.19080E+09 34 35375. 1.0686 -0.18765E+09 0.18769E+09 0.18767E+09 37 35003. 1.1031 -0.18965E+09 0.18969E+09 0.18967E+09 39 35378. 1.1280 -0.19280E+09 0.19284E+09 0.19282E+09 48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9962 -0.28821E+09 0.39972E+08 0.39886E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9243 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9962 -18411. 0.37035E+09 0.37034E+09 12 0.27491E+09 -3.2687 -24809. 0.27494E+09 0.27493E+09 10 0.27176E+09 -3.2444 -24424. 0.27179E+09 0.27178E+09 13 0.26976E+09 -3.1734 -24605. 0.26979E+09 0.26978E+09 15 0.27289E+09 -3.1969 -24993. 0.27291E+09 0.27290E+09 24 0.42653E+08 0.0000 -0.15992E+06 0.42813E+08 0.42734E+08 22 0.42630E+08 0.0000 -0.15572E+06 0.42786E+08 0.42708E+08 25 0.39815E+08 0.0000 -0.16673E+06 0.39982E+08 0.39899E+08 27 0.39800E+08 0.0000 -0.17138E+06 0.39972E+08 0.39886E+08 36 35753. 1.0928 -0.19078E+09 0.19081E+09 0.19080E+09 34 35375. 1.0686 -0.18765E+09 0.18769E+09 0.18767E+09 37 35003. 1.1031 -0.18965E+09 0.18969E+09 0.18967E+09 39 35378. 1.1280 -0.19280E+09 0.19284E+09 0.19282E+09 48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9962 -0.28821E+09 0.39972E+08 0.39886E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 6 SECTION ID = 6 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9244 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9963 -18411. 0.37035E+09 0.37034E+09 12 0.27694E+09 -3.3415 -24627. 0.27696E+09 0.27695E+09 10 0.27376E+09 -3.3166 -24246. 0.27379E+09 0.27377E+09 13 0.26777E+09 -3.1033 -24789. 0.26779E+09 0.26778E+09 15 0.27086E+09 -3.1262 -25180. 0.27089E+09 0.27088E+09 24 0.45508E+08 0.0000 -0.14989E+06 0.45658E+08 0.45583E+08 22 0.45446E+08 0.0000 -0.14607E+06 0.45592E+08 0.45519E+08 25 0.37002E+08 0.0000 -0.17941E+06 0.37181E+08 0.37092E+08 27 0.36949E+08 0.0000 -0.18461E+06 0.37134E+08 0.37042E+08 36 36137. 1.0584 -0.18875E+09 0.18879E+09 0.18877E+09 34 35756. 1.0348 -0.18566E+09 0.18569E+09 0.18567E+09 37 34638. 1.1384 -0.19165E+09 0.19168E+09 0.19167E+09 39 35010. 1.1640 -0.19483E+09 0.19486E+09 0.19485E+09 48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9963 -0.28821E+09 0.37134E+08 0.37042E+08 ELEMENT NODE = 2


ANNEXES

370

SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9244 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9963 -18411. 0.37035E+09 0.37034E+09 12 0.27694E+09 -3.3415 -24627. 0.27696E+09 0.27695E+09 10 0.27376E+09 -3.3166 -24246. 0.27379E+09 0.27377E+09 13 0.26777E+09 -3.1033 -24789. 0.26779E+09 0.26778E+09 15 0.27086E+09 -3.1262 -25180. 0.27089E+09 0.27088E+09 24 0.45508E+08 0.0000 -0.14989E+06 0.45658E+08 0.45583E+08 22 0.45446E+08 0.0000 -0.14607E+06 0.45592E+08 0.45519E+08 25 0.37002E+08 0.0000 -0.17941E+06 0.37181E+08 0.37092E+08 27 0.36949E+08 0.0000 -0.18461E+06 0.37134E+08 0.37042E+08 36 36137. 1.0584 -0.18875E+09 0.18879E+09 0.18877E+09 34 35756. 1.0348 -0.18566E+09 0.18569E+09 0.18567E+09 37 34638. 1.1384 -0.19165E+09 0.19168E+09 0.19167E+09 39 35010. 1.1640 -0.19483E+09 0.19486E+09 0.19485E+09 48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9963 -0.28821E+09 0.37134E+08 0.37042E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 7 SECTION ID = 7 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9244 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9962 -18411. 0.37035E+09 0.37034E+09 12 0.27897E+09 -3.4155 -24448. 0.27899E+09 0.27898E+09 10 0.27576E+09 -3.3898 -24070. 0.27578E+09 0.27577E+09 13 0.26577E+09 -3.0342 -24976. 0.26579E+09 0.26578E+09 15 0.26884E+09 -3.0566 -25370. 0.26886E+09 0.26885E+09 24 0.48364E+08 0.0000 -0.14104E+06 0.48505E+08 0.48434E+08 22 0.48264E+08 0.0000 -0.13755E+06 0.48401E+08 0.48333E+08 25 0.34190E+08 0.0000 -0.19416E+06 0.34385E+08 0.34288E+08 27 0.34100E+08 0.0000 -0.20004E+06 0.34300E+08 0.34200E+08 36 36529. 1.0247 -0.18673E+09 0.18676E+09 0.18675E+09 34 36145. 1.0018 -0.18366E+09 0.18369E+09 0.18368E+09 37 34280. 1.1744 -0.19365E+09 0.19368E+09 0.19366E+09 39 34650. 1.2006 -0.19685E+09 0.19689E+09 0.19687E+09 48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9962 -0.28821E+09 0.34300E+08 0.34200E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9244 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9962 -18411. 0.37035E+09 0.37034E+09 12 0.27897E+09 -3.4155 -24448. 0.27899E+09 0.27898E+09 10 0.27576E+09 -3.3898 -24070. 0.27578E+09 0.27577E+09 13 0.26577E+09 -3.0342 -24976. 0.26579E+09 0.26578E+09 15 0.26884E+09 -3.0566 -25370. 0.26886E+09 0.26885E+09 24 0.48364E+08 0.0000 -0.14104E+06 0.48505E+08 0.48434E+08 22 0.48264E+08 0.0000 -0.13755E+06 0.48401E+08 0.48333E+08 25 0.34190E+08 0.0000 -0.19416E+06 0.34385E+08 0.34288E+08 27 0.34100E+08 0.0000 -0.20004E+06 0.34300E+08 0.34200E+08 36 36529. 1.0247 -0.18673E+09 0.18676E+09 0.18675E+09 34 36145. 1.0018 -0.18366E+09 0.18369E+09 0.18368E+09 37 34280. 1.1744 -0.19365E+09 0.19368E+09 0.19366E+09 39 34650. 1.2006 -0.19685E+09 0.19689E+09 0.19687E+09 48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9962 -0.28821E+09 0.34300E+08 0.34200E+08


ANNEXES

371

STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 8 SECTION ID = 8 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9244 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9961 -18411. 0.37035E+09 0.37034E+09 12 0.28099E+09 -3.4905 -24272. 0.28102E+09 0.28100E+09 10 0.27776E+09 -3.4641 -23897. 0.27778E+09 0.27777E+09 13 0.26377E+09 -2.9663 -25165. 0.26380E+09 0.26378E+09 15 0.26681E+09 -2.9879 -25562. 0.26684E+09 0.26683E+09 24 0.51220E+08 0.0000 -0.13317E+06 0.51354E+08 0.51287E+08 22 0.51082E+08 0.0000 -0.12996E+06 0.51212E+08 0.51147E+08 25 0.31382E+08 0.0000 -0.21154E+06 0.31593E+08 0.31488E+08 27 0.31253E+08 0.0000 -0.21825E+06 0.31472E+08 0.31363E+08 36 36929. 0.99169 -0.18470E+09 0.18474E+09 0.18472E+09 34 36543. 0.96943 -0.18166E+09 0.18170E+09 0.18168E+09 37 33930. 1.2111 -0.19564E+09 0.19568E+09 0.19566E+09 39 34297. 1.2381 -0.19888E+09 0.19891E+09 0.19890E+09 48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9961 -0.28821E+09 0.31472E+08 0.31363E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9244 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9961 -18411. 0.37035E+09 0.37034E+09 12 0.28099E+09 -3.4905 -24272. 0.28102E+09 0.28100E+09 10 0.27776E+09 -3.4641 -23897. 0.27778E+09 0.27777E+09 13 0.26377E+09 -2.9663 -25165. 0.26380E+09 0.26378E+09 15 0.26681E+09 -2.9879 -25562. 0.26684E+09 0.26683E+09 24 0.51220E+08 0.0000 -0.13317E+06 0.51354E+08 0.51287E+08 22 0.51082E+08 0.0000 -0.12996E+06 0.51212E+08 0.51147E+08 25 0.31382E+08 0.0000 -0.21154E+06 0.31593E+08 0.31488E+08 27 0.31253E+08 0.0000 -0.21825E+06 0.31472E+08 0.31363E+08 36 36929. 0.99169 -0.18470E+09 0.18474E+09 0.18472E+09 34 36543. 0.96943 -0.18166E+09 0.18170E+09 0.18168E+09 37 33930. 1.2111 -0.19564E+09 0.19568E+09 0.19566E+09 39 34297. 1.2381 -0.19888E+09 0.19891E+09 0.19890E+09 48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9961 -0.28821E+09 0.31472E+08 0.31363E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 9 SECTION ID = 9 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9244 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9962 -18411. 0.37035E+09 0.37034E+09 12 0.28302E+09 -3.5665 -24098. 0.28304E+09 0.28303E+09 10 0.27976E+09 -3.5394 -23726. 0.27978E+09 0.27977E+09 13 0.26177E+09 -2.8993 -25357. 0.26180E+09 0.26179E+09 15 0.26479E+09 -2.9203 -25758. 0.26481E+09 0.26480E+09 24 0.54078E+08 0.0000 -0.12614E+06 0.54204E+08 0.54141E+08 22 0.53901E+08 0.0000 -0.12316E+06 0.54024E+08 0.53963E+08 25 0.28577E+08 0.0000 -0.23231E+06 0.28809E+08 0.28693E+08 27 0.28411E+08 0.0000 -0.24009E+06 0.28651E+08 0.28531E+08 36 37339. 0.95940 -0.18268E+09 0.18271E+09 0.18270E+09 34 36949. 0.93777 -0.17966E+09 0.17970E+09 0.17968E+09 37 33587. 1.2486 -0.19764E+09 0.19768E+09 0.19766E+09 39 33951. 1.2763 -0.20090E+09 0.20094E+09 0.20092E+09


ANNEXES

372

48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9962 -0.28821E+09 0.28651E+08 0.28531E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9244 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9962 -18411. 0.37035E+09 0.37034E+09 12 0.28302E+09 -3.5665 -24098. 0.28304E+09 0.28303E+09 10 0.27976E+09 -3.5394 -23726. 0.27978E+09 0.27977E+09 13 0.26177E+09 -2.8993 -25357. 0.26180E+09 0.26179E+09 15 0.26479E+09 -2.9203 -25758. 0.26481E+09 0.26480E+09 24 0.54078E+08 0.0000 -0.12614E+06 0.54204E+08 0.54141E+08 22 0.53901E+08 0.0000 -0.12316E+06 0.54024E+08 0.53963E+08 25 0.28577E+08 0.0000 -0.23231E+06 0.28809E+08 0.28693E+08 27 0.28411E+08 0.0000 -0.24009E+06 0.28651E+08 0.28531E+08 36 37339. 0.95940 -0.18268E+09 0.18271E+09 0.18270E+09 34 36949. 0.93777 -0.17966E+09 0.17970E+09 0.17968E+09 37 33587. 1.2486 -0.19764E+09 0.19768E+09 0.19766E+09 39 33951. 1.2763 -0.20090E+09 0.20094E+09 0.20092E+09 48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9962 -0.28821E+09 0.28651E+08 0.28531E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 10 SECTION ID = 10 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9243 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9962 -18411. 0.37035E+09 0.37034E+09 12 0.28504E+09 -3.6437 -23927. 0.28507E+09 0.28505E+09 10 0.28175E+09 -3.6159 -23558. 0.28178E+09 0.28177E+09 13 0.25977E+09 -2.8333 -25552. 0.25980E+09 0.25979E+09 15 0.26276E+09 -2.8537 -25956. 0.26279E+09 0.26278E+09 24 0.56936E+08 0.0000 -0.11980E+06 0.57056E+08 0.56996E+08 22 0.56721E+08 0.0000 -0.11704E+06 0.56838E+08 0.56780E+08 25 0.25776E+08 0.0000 -0.25755E+06 0.26033E+08 0.25906E+08 27 0.25573E+08 0.0000 -0.26674E+06 0.25839E+08 0.25707E+08 36 37758. 0.92782 -0.18065E+09 0.18069E+09 0.18067E+09 34 37365. 0.90682 -0.17766E+09 0.17770E+09 0.17768E+09 37 33251. 1.2869 -0.19964E+09 0.19967E+09 0.19966E+09 39 33612. 1.3153 -0.20293E+09 0.20296E+09 0.20295E+09 48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9962 -0.28821E+09 0.25839E+08 0.25707E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9243 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9962 -18411. 0.37035E+09 0.37034E+09 12 0.28504E+09 -3.6437 -23927. 0.28507E+09 0.28505E+09 10 0.28175E+09 -3.6159 -23558. 0.28178E+09 0.28177E+09 13 0.25977E+09 -2.8333 -25552. 0.25980E+09 0.25979E+09 15 0.26276E+09 -2.8537 -25956. 0.26279E+09 0.26278E+09 24 0.56936E+08 0.0000 -0.11980E+06 0.57056E+08 0.56996E+08 22 0.56721E+08 0.0000 -0.11704E+06 0.56838E+08 0.56780E+08 25 0.25776E+08 0.0000 -0.25755E+06 0.26033E+08 0.25906E+08 27 0.25573E+08 0.0000 -0.26674E+06 0.25839E+08 0.25707E+08 36 37758. 0.92782 -0.18065E+09 0.18069E+09 0.18067E+09 34 37365. 0.90682 -0.17766E+09 0.17770E+09 0.17768E+09


ANNEXES

373

37 33251. 1.2869 -0.19964E+09 0.19967E+09 0.19966E+09 39 33612. 1.3153 -0.20293E+09 0.20296E+09 0.20295E+09 48 23663. 3.7696 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7696 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9962 -0.28821E+09 0.25839E+08 0.25707E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 11 SECTION ID = 11 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9244 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9960 -18411. 0.37035E+09 0.37034E+09 12 0.28707E+09 -3.7220 -23758. 0.28709E+09 0.28708E+09 10 0.28375E+09 -3.6934 -23392. 0.28377E+09 0.28376E+09 13 0.25778E+09 -2.7685 -25750. 0.25780E+09 0.25779E+09 15 0.26074E+09 -2.7882 -26158. 0.26076E+09 0.26075E+09 24 0.59795E+08 0.0000 -0.11408E+06 0.59909E+08 0.59852E+08 22 0.59542E+08 0.0000 -0.11149E+06 0.59653E+08 0.59597E+08 25 0.22981E+08 0.0000 -0.28887E+06 0.23270E+08 0.23127E+08 27 0.22741E+08 0.0000 -0.29995E+06 0.23041E+08 0.22893E+08 36 38186. 0.89697 -0.17863E+09 0.17866E+09 0.17865E+09 34 37790. 0.87656 -0.17567E+09 0.17570E+09 0.17568E+09 37 32922. 1.3259 -0.20164E+09 0.20167E+09 0.20166E+09 39 33280. 1.3551 -0.20495E+09 0.20499E+09 0.20497E+09 48 23663. 3.7697 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7697 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9960 -0.28821E+09 0.23041E+08 0.22893E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.36589E+09 -7.9244 -18135. 0.36591E+09 0.36590E+09 3 0.37033E+09 -7.9960 -18411. 0.37035E+09 0.37034E+09 12 0.28707E+09 -3.7220 -23758. 0.28709E+09 0.28708E+09 10 0.28375E+09 -3.6934 -23392. 0.28377E+09 0.28376E+09 13 0.25778E+09 -2.7685 -25750. 0.25780E+09 0.25779E+09 15 0.26074E+09 -2.7882 -26158. 0.26076E+09 0.26075E+09 24 0.59795E+08 0.0000 -0.11408E+06 0.59909E+08 0.59852E+08 22 0.59542E+08 0.0000 -0.11149E+06 0.59653E+08 0.59597E+08 25 0.22981E+08 0.0000 -0.28887E+06 0.23270E+08 0.23127E+08 27 0.22741E+08 0.0000 -0.29995E+06 0.23041E+08 0.22893E+08 36 38186. 0.89697 -0.17863E+09 0.17866E+09 0.17865E+09 34 37790. 0.87656 -0.17567E+09 0.17570E+09 0.17568E+09 37 32922. 1.3259 -0.20164E+09 0.20167E+09 0.20166E+09 39 33280. 1.3551 -0.20495E+09 0.20499E+09 0.20497E+09 48 23663. 3.7697 -0.28821E+09 0.28824E+09 0.28823E+09 46 23390. 3.6971 -0.28378E+09 0.28380E+09 0.28379E+09 Max= 0.37033E+09 3.7697 -18135. 0.37035E+09 0.37034E+09 Min= 23390. -7.9960 -0.28821E+09 0.23041E+08 0.22893E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 12 SECTION ID = 12 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.19642E+07 0.24549E-01 -0.21446E+09 0.21642E+09 0.21545E+09 3 0.21590E+07 0.26519E-01 -0.23372E+09 0.23588E+09 0.23480E+09 12 0.16559E+07 0.59368E-01 -0.30473E+09 0.30639E+09 0.30557E+09 10 0.15079E+07 0.54788E-01 -0.27935E+09 0.28086E+09 0.28011E+09 13 0.10636E+08 0.16818E-03 -0.39605E+08 0.50241E+08 0.45858E+08 15 0.11859E+08 0.17962E-03 -0.42550E+08 0.54409E+08 0.49555E+08


ANNEXES

374



ANNEXES

375



ANNEXES

376

SEC NODE S1 S2 S3 SINT SEQV 1 0.88745E+07 0.85166E-04 -0.58255E+07 0.14700E+08 0.12822E+08 3 0.95047E+07 0.91395E-04 -0.65157E+07 0.16020E+08 0.13954E+08 12 0.93462E+07 0.89982E-04 -0.66262E+07 0.15972E+08 0.13899E+08 10 0.87271E+07 0.83878E-04 -0.59239E+07 0.14651E+08 0.12765E+08 13 0.92537E+07 0.88359E-04 -0.55868E+07 0.14840E+08 0.12982E+08 15 0.99128E+07 0.94919E-04 -0.62474E+07 0.16160E+08 0.14115E+08 24 0.95205E+07 0.0000 -0.65049E+07 0.16025E+08 0.13960E+08 22 0.88892E+07 0.0000 -0.58159E+07 0.14705E+08 0.12827E+08 25 0.96514E+07 0.0000 -0.53565E+07 0.15008E+08 0.13173E+08 27 0.10341E+08 0.0000 -0.59886E+07 0.16330E+08 0.14309E+08 36 0.99358E+07 0.95106E-04 -0.62330E+07 0.16169E+08 0.14124E+08 34 0.92751E+07 0.88537E-04 -0.55739E+07 0.14849E+08 0.12992E+08 37 0.98262E+07 0.92874E-04 -0.52612E+07 0.15087E+08 0.13264E+08 39 0.10530E+08 0.99923E-04 -0.58814E+07 0.16411E+08 0.14401E+08 48 0.10358E+08 0.98573E-04 -0.59789E+07 0.16337E+08 0.14317E+08 46 0.96670E+07 0.91661E-04 -0.53479E+07 0.15015E+08 0.13181E+08 Max= 0.10530E+08 0.99923E-04 -0.52612E+07 0.16411E+08 0.14401E+08 Min= 0.87271E+07 0.0000 -0.66262E+07 0.14651E+08 0.12765E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.88745E+07 0.85166E-04 -0.58255E+07 0.14700E+08 0.12822E+08 3 0.95047E+07 0.91395E-04 -0.65157E+07 0.16020E+08 0.13954E+08 12 0.93462E+07 0.89982E-04 -0.66262E+07 0.15972E+08 0.13899E+08 10 0.87271E+07 0.83878E-04 -0.59239E+07 0.14651E+08 0.12765E+08 13 0.92537E+07 0.88359E-04 -0.55868E+07 0.14840E+08 0.12982E+08 15 0.99128E+07 0.94919E-04 -0.62474E+07 0.16160E+08 0.14115E+08 24 0.95205E+07 0.0000 -0.65049E+07 0.16025E+08 0.13960E+08 22 0.88892E+07 0.0000 -0.58159E+07 0.14705E+08 0.12827E+08 25 0.96514E+07 0.0000 -0.53565E+07 0.15008E+08 0.13173E+08 27 0.10341E+08 0.0000 -0.59886E+07 0.16330E+08 0.14309E+08 36 0.99358E+07 0.95106E-04 -0.62330E+07 0.16169E+08 0.14124E+08 34 0.92751E+07 0.88537E-04 -0.55739E+07 0.14849E+08 0.12992E+08 37 0.98262E+07 0.92874E-04 -0.52612E+07 0.15087E+08 0.13264E+08 39 0.10530E+08 0.99923E-04 -0.58814E+07 0.16411E+08 0.14401E+08 48 0.10358E+08 0.98573E-04 -0.59789E+07 0.16337E+08 0.14317E+08 46 0.96670E+07 0.91661E-04 -0.53479E+07 0.15015E+08 0.13181E+08 Max= 0.10530E+08 0.99923E-04 -0.52612E+07 0.16411E+08 0.14401E+08 Min= 0.87271E+07 0.0000 -0.66262E+07 0.14651E+08 0.12765E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 16 SECTION ID = 16 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.34808E+09 -0.98978E-01 -0.12592E+07 0.34934E+09 0.34872E+09 3 0.36601E+09 -0.10308 -0.13362E+07 0.36734E+09 0.36668E+09 12 0.18220E+09 -0.10996E-01 -0.26843E+07 0.18488E+09 0.18355E+09 10 0.17406E+09 -0.10738E-01 -0.25181E+07 0.17658E+09 0.17533E+09 13 0.33786E+09 -0.90264E-01 -0.12973E+07 0.33916E+09 0.33851E+09 15 0.35521E+09 -0.93962E-01 -0.13769E+07 0.35658E+09 0.35590E+09 24 0.49823E+07 0.0000 -0.98163E+08 0.10315E+09 0.10075E+09 22 0.47953E+07 0.0000 -0.91402E+08 0.96197E+08 0.93891E+08 25 0.14970E+09 0.0000 -0.29279E+07 0.15262E+09 0.15118E+09 27 0.15647E+09 0.0000 -0.31257E+07 0.15959E+09 0.15805E+09 36 0.16561E+07 0.55726E-01 -0.29532E+09 0.29698E+09 0.29616E+09 34 0.15767E+07 0.51848E-01 -0.27798E+09 0.27955E+09 0.27877E+09 37 0.38052E+07 0.34538E-02 -0.11518E+09 0.11899E+09 0.11713E+09 39 0.39660E+07 0.38052E-02 -0.12332E+09 0.12728E+09 0.12535E+09 48 0.15977E+07 0.62117E-01 -0.30611E+09 0.30770E+09 0.30691E+09 46 0.15209E+07 0.57830E-01 -0.28818E+09 0.28970E+09 0.28895E+09 Max= 0.36601E+09 0.62117E-01 -0.12592E+07 0.36734E+09 0.36668E+09 Min= 0.15209E+07 -0.10308 -0.30611E+09 0.96197E+08 0.93891E+08


ANNEXES

377

ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.34808E+09 -0.98978E-01 -0.12592E+07 0.34934E+09 0.34872E+09 3 0.36601E+09 -0.10308 -0.13362E+07 0.36734E+09 0.36668E+09 12 0.18220E+09 -0.10996E-01 -0.26843E+07 0.18488E+09 0.18355E+09 10 0.17406E+09 -0.10738E-01 -0.25181E+07 0.17658E+09 0.17533E+09 13 0.33786E+09 -0.90264E-01 -0.12973E+07 0.33916E+09 0.33851E+09 15 0.35521E+09 -0.93962E-01 -0.13769E+07 0.35658E+09 0.35590E+09 24 0.49823E+07 0.0000 -0.98163E+08 0.10315E+09 0.10075E+09 22 0.47953E+07 0.0000 -0.91402E+08 0.96197E+08 0.93891E+08 25 0.14970E+09 0.0000 -0.29279E+07 0.15262E+09 0.15118E+09 27 0.15647E+09 0.0000 -0.31257E+07 0.15959E+09 0.15805E+09 36 0.16561E+07 0.55726E-01 -0.29532E+09 0.29698E+09 0.29616E+09 34 0.15767E+07 0.51848E-01 -0.27798E+09 0.27955E+09 0.27877E+09 37 0.38052E+07 0.34538E-02 -0.11518E+09 0.11899E+09 0.11713E+09 39 0.39660E+07 0.38052E-02 -0.12332E+09 0.12728E+09 0.12535E+09 48 0.15977E+07 0.62117E-01 -0.30611E+09 0.30770E+09 0.30691E+09 46 0.15209E+07 0.57830E-01 -0.28818E+09 0.28970E+09 0.28895E+09 Max= 0.36601E+09 0.62117E-01 -0.12592E+07 0.36734E+09 0.36668E+09 Min= 0.15209E+07 -0.10308 -0.30611E+09 0.96197E+08 0.93891E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 17 SECTION ID = 17 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.34132E+09 -0.77920E-01 -0.15220E+07 0.34284E+09 0.34208E+09 3 0.35719E+09 -0.80741E-01 -0.16078E+07 0.35879E+09 0.35799E+09 12 0.17184E+09 -0.73360E-02 -0.33418E+07 0.17519E+09 0.17354E+09 10 0.16501E+09 -0.72202E-02 -0.31482E+07 0.16816E+09 0.16661E+09 13 0.33939E+09 -0.76558E-01 -0.15307E+07 0.34092E+09 0.34015E+09 15 0.35516E+09 -0.79322E-01 -0.16170E+07 0.35677E+09 0.35597E+09 24 0.55410E+07 0.0000 -0.10364E+09 0.10918E+09 0.10652E+09 22 0.53525E+07 0.0000 -0.97055E+08 0.10241E+09 0.99839E+08 25 0.16042E+09 0.0000 -0.32383E+07 0.16366E+09 0.16207E+09 27 0.16702E+09 0.0000 -0.34383E+07 0.17046E+09 0.16877E+09 36 0.19800E+07 0.44812E-01 -0.29004E+09 0.29202E+09 0.29103E+09 34 0.18941E+07 0.41880E-01 -0.27427E+09 0.27616E+09 0.27522E+09 37 0.51181E+07 0.19260E-02 -0.10150E+09 0.10662E+09 0.10415E+09 39 0.53015E+07 0.21233E-02 -0.10832E+09 0.11362E+09 0.11107E+09 48 0.19663E+07 0.45767E-01 -0.29206E+09 0.29403E+09 0.29305E+09 46 0.18809E+07 0.42779E-01 -0.27619E+09 0.27807E+09 0.27714E+09 Max= 0.35719E+09 0.45767E-01 -0.15220E+07 0.35879E+09 0.35799E+09 Min= 0.18809E+07 -0.80741E-01 -0.29206E+09 0.10241E+09 0.99839E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.34132E+09 -0.77920E-01 -0.15220E+07 0.34284E+09 0.34208E+09 3 0.35719E+09 -0.80741E-01 -0.16078E+07 0.35879E+09 0.35799E+09 12 0.17184E+09 -0.73360E-02 -0.33418E+07 0.17519E+09 0.17354E+09 10 0.16501E+09 -0.72202E-02 -0.31482E+07 0.16816E+09 0.16661E+09 13 0.33939E+09 -0.76558E-01 -0.15307E+07 0.34092E+09 0.34015E+09 15 0.35516E+09 -0.79322E-01 -0.16170E+07 0.35677E+09 0.35597E+09 24 0.55410E+07 0.0000 -0.10364E+09 0.10918E+09 0.10652E+09 22 0.53525E+07 0.0000 -0.97055E+08 0.10241E+09 0.99839E+08 25 0.16042E+09 0.0000 -0.32383E+07 0.16366E+09 0.16207E+09 27 0.16702E+09 0.0000 -0.34383E+07 0.17046E+09 0.16877E+09 36 0.19800E+07 0.44812E-01 -0.29004E+09 0.29202E+09 0.29103E+09 34 0.18941E+07 0.41880E-01 -0.27427E+09 0.27616E+09 0.27522E+09 37 0.51181E+07 0.19260E-02 -0.10150E+09 0.10662E+09 0.10415E+09 39 0.53015E+07 0.21233E-02 -0.10832E+09 0.11362E+09 0.11107E+09 48 0.19663E+07 0.45767E-01 -0.29206E+09 0.29403E+09 0.29305E+09 46 0.18809E+07 0.42779E-01 -0.27619E+09 0.27807E+09 0.27714E+09 Max= 0.35719E+09 0.45767E-01 -0.15220E+07 0.35879E+09 0.35799E+09


ANNEXES

378

Min= 0.18809E+07 -0.80741E-01 -0.29206E+09 0.10241E+09 0.99839E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 18 SECTION ID = 18 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.33340E+09 -0.59395E-01 -0.18776E+07 0.33528E+09 0.33434E+09 3 0.34725E+09 -0.61232E-01 -0.19744E+07 0.34922E+09 0.34824E+09 12 0.15997E+09 -0.44094E-02 -0.42857E+07 0.16426E+09 0.16216E+09 10 0.15442E+09 -0.43828E-02 -0.40540E+07 0.15847E+09 0.15648E+09 13 0.34136E+09 -0.63961E-01 -0.18338E+07 0.34320E+09 0.34228E+09 15 0.35558E+09 -0.65965E-01 -0.19281E+07 0.35751E+09 0.35655E+09 24 0.62176E+07 0.0000 -0.11027E+09 0.11648E+09 0.11350E+09 22 0.60277E+07 0.0000 -0.10386E+09 0.10988E+09 0.10700E+09 25 0.17331E+09 0.0000 -0.36122E+07 0.17692E+09 0.17514E+09 27 0.17973E+09 0.0000 -0.38146E+07 0.18355E+09 0.18167E+09 36 0.24124E+07 0.35160E-01 -0.28420E+09 0.28661E+09 0.28541E+09 34 0.23187E+07 0.33005E-01 -0.26998E+09 0.27230E+09 0.27115E+09 37 0.72967E+07 0.91864E-03 -0.85794E+08 0.93090E+08 0.89665E+08 39 0.75071E+07 0.10148E-02 -0.91326E+08 0.98834E+08 0.95302E+08 48 0.24850E+07 0.32124E-01 -0.27589E+09 0.27838E+09 0.27714E+09 46 0.23889E+07 0.30138E-01 -0.26205E+09 0.26443E+09 0.26325E+09 Max= 0.35558E+09 0.35160E-01 -0.18338E+07 0.35751E+09 0.35655E+09 Min= 0.23187E+07 -0.65965E-01 -0.28420E+09 0.93090E+08 0.89665E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.33340E+09 -0.59395E-01 -0.18776E+07 0.33528E+09 0.33434E+09 3 0.34725E+09 -0.61232E-01 -0.19744E+07 0.34922E+09 0.34824E+09 12 0.15997E+09 -0.44094E-02 -0.42857E+07 0.16426E+09 0.16216E+09 10 0.15442E+09 -0.43828E-02 -0.40540E+07 0.15847E+09 0.15648E+09 13 0.34136E+09 -0.63961E-01 -0.18338E+07 0.34320E+09 0.34228E+09 15 0.35558E+09 -0.65965E-01 -0.19281E+07 0.35751E+09 0.35655E+09 24 0.62176E+07 0.0000 -0.11027E+09 0.11648E+09 0.11350E+09 22 0.60277E+07 0.0000 -0.10386E+09 0.10988E+09 0.10700E+09 25 0.17331E+09 0.0000 -0.36122E+07 0.17692E+09 0.17514E+09 27 0.17973E+09 0.0000 -0.38146E+07 0.18355E+09 0.18167E+09 36 0.24124E+07 0.35160E-01 -0.28420E+09 0.28661E+09 0.28541E+09 34 0.23187E+07 0.33005E-01 -0.26998E+09 0.27230E+09 0.27115E+09 37 0.72967E+07 0.91864E-03 -0.85794E+08 0.93090E+08 0.89665E+08 39 0.75071E+07 0.10148E-02 -0.91326E+08 0.98834E+08 0.95302E+08 48 0.24850E+07 0.32124E-01 -0.27589E+09 0.27838E+09 0.27714E+09 46 0.23889E+07 0.30138E-01 -0.26205E+09 0.26443E+09 0.26325E+09 Max= 0.35558E+09 0.35160E-01 -0.18338E+07 0.35751E+09 0.35655E+09 Min= 0.23187E+07 -0.65965E-01 -0.28420E+09 0.93090E+08 0.89665E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 19 SECTION ID = 19 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.32398E+09 -0.43383E-01 -0.23757E+07 0.32635E+09 0.32517E+09 3 0.33583E+09 -0.44491E-01 -0.24868E+07 0.33831E+09 0.33708E+09 12 0.14617E+09 -0.21888E-02 -0.57135E+07 0.15188E+09 0.14911E+09 10 0.14186E+09 -0.22095E-02 -0.54257E+07 0.14728E+09 0.14464E+09 13 0.34395E+09 -0.52463E-01 -0.22377E+07 0.34619E+09 0.34508E+09 15 0.35664E+09 -0.53857E-01 -0.23417E+07 0.35898E+09 0.35781E+09 24 0.70520E+07 0.0000 -0.11842E+09 0.12548E+09 0.12210E+09 22 0.68606E+07 0.0000 -0.11218E+09 0.11905E+09 0.11577E+09 25 0.18907E+09 0.0000 -0.40708E+07 0.19314E+09 0.19113E+09 27 0.19532E+09 0.0000 -0.42757E+07 0.19960E+09 0.19749E+09 36 0.30081E+07 0.26749E-01 -0.27763E+09 0.28064E+09 0.27915E+09 34 0.29049E+07 0.25218E-01 -0.26495E+09 0.26786E+09 0.26641E+09


ANNEXES

379

37 0.11307E+08 0.37432E-03 -0.68066E+08 0.79374E+08 0.74368E+08 39 0.11546E+08 0.41122E-03 -0.72330E+08 0.83876E+08 0.78740E+08 48 0.32506E+07 0.21101E-01 -0.25692E+09 0.26017E+09 0.25856E+09 46 0.31406E+07 0.19863E-01 -0.24507E+09 0.24821E+09 0.24665E+09 Max= 0.35664E+09 0.26749E-01 -0.22377E+07 0.35898E+09 0.35781E+09 Min= 0.29049E+07 -0.53857E-01 -0.27763E+09 0.79374E+08 0.74368E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.32398E+09 -0.43383E-01 -0.23757E+07 0.32635E+09 0.32517E+09 3 0.33583E+09 -0.44491E-01 -0.24868E+07 0.33831E+09 0.33708E+09 12 0.14617E+09 -0.21888E-02 -0.57135E+07 0.15188E+09 0.14911E+09 10 0.14186E+09 -0.22095E-02 -0.54257E+07 0.14728E+09 0.14464E+09 13 0.34395E+09 -0.52463E-01 -0.22377E+07 0.34619E+09 0.34508E+09 15 0.35664E+09 -0.53857E-01 -0.23417E+07 0.35898E+09 0.35781E+09 24 0.70520E+07 0.0000 -0.11842E+09 0.12548E+09 0.12210E+09 22 0.68606E+07 0.0000 -0.11218E+09 0.11905E+09 0.11577E+09 25 0.18907E+09 0.0000 -0.40708E+07 0.19314E+09 0.19113E+09 27 0.19532E+09 0.0000 -0.42757E+07 0.19960E+09 0.19749E+09 36 0.30081E+07 0.26749E-01 -0.27763E+09 0.28064E+09 0.27915E+09 34 0.29049E+07 0.25218E-01 -0.26495E+09 0.26786E+09 0.26641E+09 37 0.11307E+08 0.37432E-03 -0.68066E+08 0.79374E+08 0.74368E+08 39 0.11546E+08 0.41122E-03 -0.72330E+08 0.83876E+08 0.78740E+08 48 0.32506E+07 0.21101E-01 -0.25692E+09 0.26017E+09 0.25856E+09 46 0.31406E+07 0.19863E-01 -0.24507E+09 0.24821E+09 0.24665E+09 Max= 0.35664E+09 0.26749E-01 -0.22377E+07 0.35898E+09 0.35781E+09 Min= 0.29049E+07 -0.53857E-01 -0.27763E+09 0.79374E+08 0.74368E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 20 SECTION ID = 20 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.31251E+09 -0.29869E-01 -0.31040E+07 0.31562E+09 0.31408E+09 3 0.32240E+09 -0.30464E-01 -0.32347E+07 0.32564E+09 0.32403E+09 12 0.12992E+09 -0.64002E-03 -0.80269E+07 0.13795E+09 0.13412E+09 10 0.12680E+09 -0.67726E-03 -0.76500E+07 0.13445E+09 0.13080E+09 13 0.34740E+09 -0.42058E-01 -0.27923E+07 0.35019E+09 0.34880E+09 15 0.35857E+09 -0.42977E-01 -0.29084E+07 0.36148E+09 0.36004E+09 24 0.81040E+07 0.0000 -0.12869E+09 0.13679E+09 0.13293E+09 22 0.79111E+07 0.0000 -0.12262E+09 0.13053E+09 0.12676E+09 25 0.20878E+09 0.0000 -0.46462E+07 0.21343E+09 0.21114E+09 27 0.21487E+09 0.0000 -0.48537E+07 0.21972E+09 0.21733E+09 36 0.38611E+07 0.19552E-01 -0.27010E+09 0.27396E+09 0.27205E+09 34 0.37464E+07 0.18511E-01 -0.25893E+09 0.26267E+09 0.26082E+09 37 0.19647E+08 0.22104E-03 -0.49373E+08 0.69020E+08 0.61594E+08 39 0.19910E+08 0.23012E-03 -0.52380E+08 0.72290E+08 0.64676E+08 48 0.44531E+07 0.12598E-01 -0.23419E+09 0.23865E+09 0.23645E+09 46 0.43247E+07 0.11893E-01 -0.22431E+09 0.22863E+09 0.22650E+09 Max= 0.35857E+09 0.19552E-01 -0.27923E+07 0.36148E+09 0.36004E+09 Min= 0.37464E+07 -0.42977E-01 -0.27010E+09 0.69020E+08 0.61594E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.31251E+09 -0.29869E-01 -0.31040E+07 0.31562E+09 0.31408E+09 3 0.32240E+09 -0.30464E-01 -0.32347E+07 0.32564E+09 0.32403E+09 12 0.12992E+09 -0.64002E-03 -0.80269E+07 0.13795E+09 0.13412E+09 10 0.12680E+09 -0.67726E-03 -0.76500E+07 0.13445E+09 0.13080E+09 13 0.34740E+09 -0.42058E-01 -0.27923E+07 0.35019E+09 0.34880E+09 15 0.35857E+09 -0.42977E-01 -0.29084E+07 0.36148E+09 0.36004E+09 24 0.81040E+07 0.0000 -0.12869E+09 0.13679E+09 0.13293E+09 22 0.79111E+07 0.0000 -0.12262E+09 0.13053E+09 0.12676E+09 25 0.20878E+09 0.0000 -0.46462E+07 0.21343E+09 0.21114E+09 27 0.21487E+09 0.0000 -0.48537E+07 0.21972E+09 0.21733E+09


ANNEXES

380



ANNEXES

381



ANNEXES

382



ANNEXES

383



ANNEXES

384

Min= 0.33229E+08 0.0000 -0.13411E+09 0.13203E+09 0.11454E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.72879E+08 0.70389E-03 -0.59146E+08 0.13203E+09 0.11454E+09 3 0.75452E+08 0.72876E-03 -0.61138E+08 0.13659E+09 0.11851E+09 12 0.11695E+09 0.10155E-02 -0.39445E+08 0.15639E+09 0.14087E+09 10 0.11297E+09 0.98137E-03 -0.38156E+08 0.15113E+09 0.13612E+09 13 0.43006E+08 0.46586E-03 -0.10023E+09 0.14324E+09 0.12730E+09 15 0.44522E+08 0.48191E-03 -0.10361E+09 0.14813E+09 0.13165E+09 24 0.12917E+09 0.0000 -0.35712E+08 0.16488E+09 0.15025E+09 22 0.12478E+09 0.0000 -0.34544E+08 0.15933E+09 0.14517E+09 25 0.33229E+08 0.0000 -0.12972E+09 0.16295E+09 0.14914E+09 27 0.34397E+08 0.0000 -0.13411E+09 0.16850E+09 0.15421E+09 36 0.99296E+08 0.92311E-03 -0.46456E+08 0.14575E+09 0.12896E+09 34 0.95916E+08 0.89187E-03 -0.44941E+08 0.14086E+09 0.12462E+09 37 0.36626E+08 0.49474E-03 -0.11769E+09 0.15432E+09 0.13965E+09 39 0.37915E+08 0.51154E-03 -0.12167E+09 0.15958E+09 0.14441E+09 48 0.58411E+08 0.56694E-03 -0.78974E+08 0.13738E+09 0.11942E+09 46 0.56419E+08 0.54763E-03 -0.76402E+08 0.13282E+09 0.11546E+09 Max= 0.12917E+09 0.10155E-02 -0.34544E+08 0.16850E+09 0.15421E+09 Min= 0.33229E+08 0.0000 -0.13411E+09 0.13203E+09 0.11454E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 27 SECTION ID = 27 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.30476E+09 -0.96482E-01 -0.99446E+06 0.30575E+09 0.30526E+09 3 0.31397E+09 -0.96490E-01 -0.10542E+07 0.31502E+09 0.31450E+09 12 0.36977E+09 -0.15942 -0.89512E+06 0.37067E+09 0.37022E+09 10 0.35816E+09 -0.15832 -0.84619E+06 0.35900E+09 0.35858E+09 13 0.13347E+09 -0.67517E-02 -0.22707E+07 0.13574E+09 0.13462E+09 15 0.13503E+09 -0.62952E-02 -0.24512E+07 0.13748E+09 0.13627E+09 24 0.26891E+09 0.0000 -0.12309E+07 0.27014E+09 0.26952E+09 22 0.26163E+09 0.0000 -0.11584E+07 0.26279E+09 0.26221E+09 25 0.47331E+07 0.0000 -0.64032E+08 0.68765E+08 0.66525E+08 27 0.46518E+07 0.0000 -0.71152E+08 0.75804E+08 0.73589E+08 36 0.73123E+08 -0.35774E-03 -0.45264E+07 0.77650E+08 0.75488E+08 34 0.74068E+08 -0.51624E-03 -0.40918E+07 0.78159E+08 0.76196E+08 37 0.19175E+07 0.13555E-01 -0.15805E+09 0.15997E+09 0.15902E+09 39 0.19510E+07 0.15374E-01 -0.16965E+09 0.17160E+09 0.17064E+09 48 0.28875E+07 0.45875E-02 -0.11463E+09 0.11752E+09 0.11610E+09 46 0.28737E+07 0.38834E-02 -0.10546E+09 0.10834E+09 0.10693E+09 Max= 0.36977E+09 0.15374E-01 -0.84619E+06 0.37067E+09 0.37022E+09 Min= 0.19175E+07 -0.15942 -0.16965E+09 0.68765E+08 0.66525E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.30476E+09 -0.96482E-01 -0.99446E+06 0.30575E+09 0.30526E+09 3 0.31397E+09 -0.96490E-01 -0.10542E+07 0.31502E+09 0.31450E+09 12 0.36977E+09 -0.15942 -0.89512E+06 0.37067E+09 0.37022E+09 10 0.35816E+09 -0.15832 -0.84619E+06 0.35900E+09 0.35858E+09 13 0.13347E+09 -0.67517E-02 -0.22707E+07 0.13574E+09 0.13462E+09 15 0.13503E+09 -0.62952E-02 -0.24512E+07 0.13748E+09 0.13627E+09 24 0.26891E+09 0.0000 -0.12309E+07 0.27014E+09 0.26952E+09 22 0.26163E+09 0.0000 -0.11584E+07 0.26279E+09 0.26221E+09 25 0.47331E+07 0.0000 -0.64032E+08 0.68765E+08 0.66525E+08 27 0.46518E+07 0.0000 -0.71152E+08 0.75804E+08 0.73589E+08 36 0.73123E+08 -0.35774E-03 -0.45264E+07 0.77650E+08 0.75488E+08 34 0.74068E+08 -0.51624E-03 -0.40918E+07 0.78159E+08 0.76196E+08 37 0.19175E+07 0.13555E-01 -0.15805E+09 0.15997E+09 0.15902E+09 39 0.19510E+07 0.15374E-01 -0.16965E+09 0.17160E+09 0.17064E+09 48 0.28875E+07 0.45875E-02 -0.11463E+09 0.11752E+09 0.11610E+09 46 0.28737E+07 0.38834E-02 -0.10546E+09 0.10834E+09 0.10693E+09


ANNEXES

385

Max= 0.36977E+09 0.15374E-01 -0.84619E+06 0.37067E+09 0.37022E+09 Min= 0.19175E+07 -0.15942 -0.16965E+09 0.68765E+08 0.66525E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 28 SECTION ID = 28 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.22416E+09 -0.92075E-01 -0.56876E+06 0.22473E+09 0.22445E+09 3 0.23337E+09 -0.91602E-01 -0.61875E+06 0.23399E+09 0.23368E+09 12 0.33099E+09 -0.26556 -0.43625E+06 0.33143E+09 0.33121E+09 10 0.31590E+09 -0.26160 -0.40359E+06 0.31630E+09 0.31610E+09 13 0.50693E+08 -0.46462E-03 -0.25150E+07 0.53208E+08 0.51996E+08 15 0.49015E+08 -0.26505E-03 -0.29460E+07 0.51961E+08 0.50552E+08 24 0.28270E+09 0.0000 -0.51078E+06 0.28321E+09 0.28295E+09 22 0.27052E+09 0.0000 -0.47129E+06 0.27099E+09 0.27076E+09 25 0.11679E+07 0.0000 -0.10916E+09 0.11033E+09 0.10975E+09 27 0.11902E+07 0.0000 -0.12132E+09 0.12251E+09 0.12192E+09 36 0.11722E+09 -0.10508E-01 -0.12319E+07 0.11845E+09 0.11784E+09 34 0.11499E+09 -0.11363E-01 -0.11088E+07 0.11609E+09 0.11554E+09 37 0.82645E+06 0.30489E-01 -0.15427E+09 0.15509E+09 0.15468E+09 39 0.85264E+06 0.35645E-01 -0.16935E+09 0.17020E+09 0.16978E+09 48 0.19867E+07 0.26673E-02 -0.72681E+08 0.74668E+08 0.73694E+08 46 0.20064E+07 0.19999E-02 -0.63545E+08 0.65551E+08 0.64571E+08 Max= 0.33099E+09 0.35645E-01 -0.40359E+06 0.33143E+09 0.33121E+09 Min= 0.82645E+06 -0.26556 -0.16935E+09 0.51961E+08 0.50552E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.22416E+09 -0.92075E-01 -0.56876E+06 0.22473E+09 0.22445E+09 3 0.23337E+09 -0.91602E-01 -0.61875E+06 0.23399E+09 0.23368E+09 12 0.33099E+09 -0.26556 -0.43625E+06 0.33143E+09 0.33121E+09 10 0.31590E+09 -0.26160 -0.40359E+06 0.31630E+09 0.31610E+09 13 0.50693E+08 -0.46462E-03 -0.25150E+07 0.53208E+08 0.51996E+08 15 0.49015E+08 -0.26505E-03 -0.29460E+07 0.51961E+08 0.50552E+08 24 0.28270E+09 0.0000 -0.51078E+06 0.28321E+09 0.28295E+09 22 0.27052E+09 0.0000 -0.47129E+06 0.27099E+09 0.27076E+09 25 0.11679E+07 0.0000 -0.10916E+09 0.11033E+09 0.10975E+09 27 0.11902E+07 0.0000 -0.12132E+09 0.12251E+09 0.12192E+09 36 0.11722E+09 -0.10508E-01 -0.12319E+07 0.11845E+09 0.11784E+09 34 0.11499E+09 -0.11363E-01 -0.11088E+07 0.11609E+09 0.11554E+09 37 0.82645E+06 0.30489E-01 -0.15427E+09 0.15509E+09 0.15468E+09 39 0.85264E+06 0.35645E-01 -0.16935E+09 0.17020E+09 0.16978E+09 48 0.19867E+07 0.26673E-02 -0.72681E+08 0.74668E+08 0.73694E+08 46 0.20064E+07 0.19999E-02 -0.63545E+08 0.65551E+08 0.64571E+08 Max= 0.33099E+09 0.35645E-01 -0.40359E+06 0.33143E+09 0.33121E+09 Min= 0.82645E+06 -0.26556 -0.16935E+09 0.51961E+08 0.50552E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 29 SECTION ID = 29 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.23745E+09 -0.93244E-02 -0.49228E+07 0.24238E+09 0.23995E+09 3 0.24531E+09 -0.91215E-02 -0.52992E+07 0.25061E+09 0.24800E+09 12 0.36297E+09 -0.34953E-01 -0.35814E+07 0.36656E+09 0.36478E+09 10 0.34909E+09 -0.34703E-01 -0.33486E+07 0.35244E+09 0.35077E+09 13 0.58854E+08 0.51114E-03 -0.19862E+08 0.78716E+08 0.70903E+08 15 0.58237E+08 0.52222E-03 -0.22322E+08 0.80559E+08 0.72040E+08 24 0.32809E+09 0.0000 -0.39622E+07 0.33205E+09 0.33009E+09 22 0.31600E+09 0.0000 -0.36993E+07 0.31969E+09 0.31786E+09 25 0.89597E+07 0.0000 -0.13047E+09 0.13943E+09 0.13517E+09 27 0.91248E+07 0.0000 -0.14246E+09 0.15159E+09 0.14724E+09


ANNEXES

386

36 0.16285E+09 -0.15355E-02 -0.79823E+07 0.17084E+09 0.16699E+09 34 0.15914E+09 -0.17156E-02 -0.73454E+07 0.16649E+09 0.16294E+09 37 0.72087E+07 0.35295E-02 -0.16216E+09 0.16937E+09 0.16588E+09 39 0.73865E+07 0.40770E-02 -0.17599E+09 0.18338E+09 0.17980E+09 48 0.19042E+08 0.28814E-03 -0.68266E+08 0.87309E+08 0.79516E+08 46 0.19186E+08 0.25634E-03 -0.60929E+08 0.80114E+08 0.72452E+08 Max= 0.36297E+09 0.40770E-02 -0.33486E+07 0.36656E+09 0.36478E+09 Min= 0.72087E+07 -0.34953E-01 -0.17599E+09 0.78716E+08 0.70903E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.23745E+09 -0.93244E-02 -0.49228E+07 0.24238E+09 0.23995E+09 3 0.24531E+09 -0.91215E-02 -0.52992E+07 0.25061E+09 0.24800E+09 12 0.36297E+09 -0.34953E-01 -0.35814E+07 0.36656E+09 0.36478E+09 10 0.34909E+09 -0.34703E-01 -0.33486E+07 0.35244E+09 0.35077E+09 13 0.58854E+08 0.51114E-03 -0.19862E+08 0.78716E+08 0.70903E+08 15 0.58237E+08 0.52222E-03 -0.22322E+08 0.80559E+08 0.72040E+08 24 0.32809E+09 0.0000 -0.39622E+07 0.33205E+09 0.33009E+09 22 0.31600E+09 0.0000 -0.36993E+07 0.31969E+09 0.31786E+09 25 0.89597E+07 0.0000 -0.13047E+09 0.13943E+09 0.13517E+09 27 0.91248E+07 0.0000 -0.14246E+09 0.15159E+09 0.14724E+09 36 0.16285E+09 -0.15355E-02 -0.79823E+07 0.17084E+09 0.16699E+09 34 0.15914E+09 -0.17156E-02 -0.73454E+07 0.16649E+09 0.16294E+09 37 0.72087E+07 0.35295E-02 -0.16216E+09 0.16937E+09 0.16588E+09 39 0.73865E+07 0.40770E-02 -0.17599E+09 0.18338E+09 0.17980E+09 48 0.19042E+08 0.28814E-03 -0.68266E+08 0.87309E+08 0.79516E+08 46 0.19186E+08 0.25634E-03 -0.60929E+08 0.80114E+08 0.72452E+08 Max= 0.36297E+09 0.40770E-02 -0.33486E+07 0.36656E+09 0.36478E+09 Min= 0.72087E+07 -0.34953E-01 -0.17599E+09 0.78716E+08 0.70903E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 30 SECTION ID = 30 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.23092E+09 -0.50286E-02 -0.72317E+07 0.23815E+09 0.23462E+09 3 0.23635E+09 -0.48169E-02 -0.77166E+07 0.24406E+09 0.24030E+09 12 0.27349E+09 -0.86203E-02 -0.66685E+07 0.28016E+09 0.27689E+09 10 0.26650E+09 -0.88339E-02 -0.62662E+07 0.27277E+09 0.26969E+09 13 0.13522E+09 0.86409E-04 -0.12350E+08 0.14757E+09 0.14180E+09 15 0.13662E+09 0.19040E-03 -0.13350E+08 0.14997E+09 0.14376E+09 24 0.22363E+09 0.0000 -0.81553E+07 0.23179E+09 0.22782E+09 22 0.21874E+09 0.0000 -0.76345E+07 0.22637E+09 0.22265E+09 25 0.50140E+08 0.0000 -0.33306E+08 0.83446E+08 0.72755E+08 27 0.49387E+08 0.0000 -0.36929E+08 0.86316E+08 0.75011E+08 36 0.11988E+09 0.46280E-03 -0.15213E+08 0.13510E+09 0.12817E+09 34 0.11909E+09 0.38369E-03 -0.14022E+08 0.13311E+09 0.12669E+09 37 0.27791E+08 0.29196E-03 -0.60091E+08 0.87881E+08 0.77802E+08 39 0.27480E+08 0.30276E-03 -0.66368E+08 0.93848E+08 0.83569E+08 48 0.42361E+08 0.40958E-03 -0.43054E+08 0.85415E+08 0.73972E+08 46 0.43045E+08 0.41610E-03 -0.38796E+08 0.81841E+08 0.70908E+08 Max= 0.27349E+09 0.46280E-03 -0.62662E+07 0.28016E+09 0.27689E+09 Min= 0.27480E+08 -0.88339E-02 -0.66368E+08 0.81841E+08 0.70908E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.23092E+09 -0.50286E-02 -0.72317E+07 0.23815E+09 0.23462E+09 3 0.23635E+09 -0.48169E-02 -0.77166E+07 0.24406E+09 0.24030E+09 12 0.27349E+09 -0.86203E-02 -0.66685E+07 0.28016E+09 0.27689E+09 10 0.26650E+09 -0.88339E-02 -0.62662E+07 0.27277E+09 0.26969E+09 13 0.13522E+09 0.86409E-04 -0.12350E+08 0.14757E+09 0.14180E+09 15 0.13662E+09 0.19040E-03 -0.13350E+08 0.14997E+09 0.14376E+09 24 0.22363E+09 0.0000 -0.81553E+07 0.23179E+09 0.22782E+09 22 0.21874E+09 0.0000 -0.76345E+07 0.22637E+09 0.22265E+09


ANNEXES

387

25 0.50140E+08 0.0000 -0.33306E+08 0.83446E+08 0.72755E+08 27 0.49387E+08 0.0000 -0.36929E+08 0.86316E+08 0.75011E+08 36 0.11988E+09 0.46280E-03 -0.15213E+08 0.13510E+09 0.12817E+09 34 0.11909E+09 0.38369E-03 -0.14022E+08 0.13311E+09 0.12669E+09 37 0.27791E+08 0.29196E-03 -0.60091E+08 0.87881E+08 0.77802E+08 39 0.27480E+08 0.30276E-03 -0.66368E+08 0.93848E+08 0.83569E+08 48 0.42361E+08 0.40958E-03 -0.43054E+08 0.85415E+08 0.73972E+08 46 0.43045E+08 0.41610E-03 -0.38796E+08 0.81841E+08 0.70908E+08 Max= 0.27349E+09 0.46280E-03 -0.62662E+07 0.28016E+09 0.27689E+09 Min= 0.27480E+08 -0.88339E-02 -0.66368E+08 0.81841E+08 0.70908E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 31 SECTION ID = 31 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.17883E+09 -0.14470E-02 -0.93380E+07 0.18817E+09 0.18368E+09 3 0.18202E+09 -0.12811E-02 -0.10020E+08 0.19204E+09 0.18723E+09 12 0.12194E+09 0.43610E-03 -0.14956E+08 0.13690E+09 0.13007E+09 10 0.12108E+09 0.35388E-03 -0.13792E+08 0.13487E+09 0.12853E+09 13 0.20724E+09 -0.31330E-02 -0.80582E+07 0.21530E+09 0.21138E+09 15 0.21164E+09 -0.29368E-02 -0.86176E+07 0.22025E+09 0.21607E+09 24 0.71552E+08 0.0000 -0.25489E+08 0.97041E+08 0.87139E+08 22 0.72139E+08 0.0000 -0.23149E+08 0.95288E+08 0.86080E+08 25 0.18784E+09 0.0000 -0.88904E+07 0.19673E+09 0.19244E+09 27 0.19140E+09 0.0000 -0.95285E+07 0.20093E+09 0.19634E+09 36 0.56946E+08 0.54073E-03 -0.32027E+08 0.88973E+08 0.78053E+08 34 0.57700E+08 0.54142E-03 -0.28942E+08 0.86642E+08 0.76399E+08 37 0.13319E+09 0.13095E-03 -0.12538E+08 0.14573E+09 0.13988E+09 39 0.13451E+09 0.23186E-03 -0.13559E+08 0.14807E+09 0.14178E+09 48 0.79020E+08 0.65498E-03 -0.23080E+08 0.10210E+09 0.92740E+08 46 0.79458E+08 0.63292E-03 -0.21017E+08 0.10047E+09 0.91789E+08 Max= 0.21164E+09 0.65498E-03 -0.80582E+07 0.22025E+09 0.21607E+09 Min= 0.56946E+08 -0.31330E-02 -0.32027E+08 0.86642E+08 0.76399E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.17883E+09 -0.14470E-02 -0.93380E+07 0.18817E+09 0.18368E+09 3 0.18202E+09 -0.12811E-02 -0.10020E+08 0.19204E+09 0.18723E+09 12 0.12194E+09 0.43610E-03 -0.14956E+08 0.13690E+09 0.13007E+09 10 0.12108E+09 0.35388E-03 -0.13792E+08 0.13487E+09 0.12853E+09 13 0.20724E+09 -0.31330E-02 -0.80582E+07 0.21530E+09 0.21138E+09 15 0.21164E+09 -0.29368E-02 -0.86176E+07 0.22025E+09 0.21607E+09 24 0.71552E+08 0.0000 -0.25489E+08 0.97041E+08 0.87139E+08 22 0.72139E+08 0.0000 -0.23149E+08 0.95288E+08 0.86080E+08 25 0.18784E+09 0.0000 -0.88904E+07 0.19673E+09 0.19244E+09 27 0.19140E+09 0.0000 -0.95285E+07 0.20093E+09 0.19634E+09 36 0.56946E+08 0.54073E-03 -0.32027E+08 0.88973E+08 0.78053E+08 34 0.57700E+08 0.54142E-03 -0.28942E+08 0.86642E+08 0.76399E+08 37 0.13319E+09 0.13095E-03 -0.12538E+08 0.14573E+09 0.13988E+09 39 0.13451E+09 0.23186E-03 -0.13559E+08 0.14807E+09 0.14178E+09 48 0.79020E+08 0.65498E-03 -0.23080E+08 0.10210E+09 0.92740E+08 46 0.79458E+08 0.63292E-03 -0.21017E+08 0.10047E+09 0.91789E+08 Max= 0.21164E+09 0.65498E-03 -0.80582E+07 0.22025E+09 0.21607E+09 Min= 0.56946E+08 -0.31330E-02 -0.32027E+08 0.86642E+08 0.76399E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 32 SECTION ID = 32 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.12832E+09 0.22938E-03 -0.13014E+08 0.14133E+09 0.13530E+09 3 0.12945E+09 0.32274E-03 -0.14088E+08 0.14354E+09 0.13704E+09


ANNEXES

388

12 0.23794E+08 0.32219E-03 -0.76651E+08 0.10044E+09 0.90914E+08 10 0.23978E+08 0.29699E-03 -0.69645E+08 0.93623E+08 0.84234E+08 13 0.28143E+09 -0.10807E-01 -0.59339E+07 0.28736E+09 0.28444E+09 15 0.28908E+09 -0.10602E-01 -0.63090E+07 0.29539E+09 0.29228E+09 24 0.13342E+08 0.0000 -0.13670E+09 0.15004E+09 0.14383E+09 22 0.13218E+08 0.0000 -0.12634E+09 0.13956E+09 0.13344E+09 25 0.34589E+09 0.0000 -0.48280E+07 0.35072E+09 0.34833E+09 27 0.35641E+09 0.0000 -0.51171E+07 0.36153E+09 0.35900E+09 36 0.23333E+08 0.32835E-03 -0.78164E+08 0.10150E+09 0.92075E+08 34 0.23502E+08 0.30068E-03 -0.71057E+08 0.94559E+08 0.85273E+08 37 0.27958E+09 -0.10549E-01 -0.59732E+07 0.28555E+09 0.28261E+09 39 0.28715E+09 -0.10343E-01 -0.63515E+07 0.29350E+09 0.29037E+09 48 0.12694E+09 0.36354E-03 -0.14367E+08 0.14131E+09 0.13470E+09 46 0.12590E+09 0.27384E-03 -0.13264E+08 0.13916E+09 0.13303E+09 Max= 0.35641E+09 0.36354E-03 -0.48280E+07 0.36153E+09 0.35900E+09 Min= 0.13218E+08 -0.10807E-01 -0.13670E+09 0.93623E+08 0.84234E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.12832E+09 0.22938E-03 -0.13014E+08 0.14133E+09 0.13530E+09 3 0.12945E+09 0.32274E-03 -0.14088E+08 0.14354E+09 0.13704E+09 12 0.23794E+08 0.32219E-03 -0.76651E+08 0.10044E+09 0.90914E+08 10 0.23978E+08 0.29699E-03 -0.69645E+08 0.93623E+08 0.84234E+08 13 0.28143E+09 -0.10807E-01 -0.59339E+07 0.28736E+09 0.28444E+09 15 0.28908E+09 -0.10602E-01 -0.63090E+07 0.29539E+09 0.29228E+09 24 0.13342E+08 0.0000 -0.13670E+09 0.15004E+09 0.14383E+09 22 0.13218E+08 0.0000 -0.12634E+09 0.13956E+09 0.13344E+09 25 0.34589E+09 0.0000 -0.48280E+07 0.35072E+09 0.34833E+09 27 0.35641E+09 0.0000 -0.51171E+07 0.36153E+09 0.35900E+09 36 0.23333E+08 0.32835E-03 -0.78164E+08 0.10150E+09 0.92075E+08 34 0.23502E+08 0.30068E-03 -0.71057E+08 0.94559E+08 0.85273E+08 37 0.27958E+09 -0.10549E-01 -0.59732E+07 0.28555E+09 0.28261E+09 39 0.28715E+09 -0.10343E-01 -0.63515E+07 0.29350E+09 0.29037E+09 48 0.12694E+09 0.36354E-03 -0.14367E+08 0.14131E+09 0.13470E+09 46 0.12590E+09 0.27384E-03 -0.13264E+08 0.13916E+09 0.13303E+09 Max= 0.35641E+09 0.36354E-03 -0.48280E+07 0.36153E+09 0.35900E+09 Min= 0.13218E+08 -0.10807E-01 -0.13670E+09 0.93623E+08 0.84234E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 33 SECTION ID = 27 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.55204E+08 0.53380E-03 -0.60968E+08 0.11617E+09 0.10065E+09 3 0.56856E+08 0.54984E-03 -0.64650E+08 0.12151E+09 0.10530E+09 12 0.18723E+08 0.18576E-02 -0.19632E+09 0.21504E+09 0.20632E+09 10 0.18065E+08 0.17320E-02 -0.18631E+09 0.20438E+09 0.19597E+09 13 0.19996E+09 -0.69238E-04 -0.16832E+08 0.21679E+09 0.20888E+09 15 0.20733E+09 -0.31155E-04 -0.17728E+08 0.22506E+09 0.21674E+09 24 0.15581E+08 0.0000 -0.23592E+09 0.25150E+09 0.24408E+09 22 0.15015E+08 0.0000 -0.22416E+09 0.23917E+09 0.23203E+09 25 0.29903E+09 0.0000 -0.11255E+08 0.31028E+09 0.30481E+09 27 0.31079E+09 0.0000 -0.11827E+08 0.32262E+09 0.31687E+09 36 0.26699E+08 0.67480E-03 -0.13767E+09 0.16437E+09 0.15278E+09 34 0.25826E+08 0.62988E-03 -0.13032E+09 0.15615E+09 0.14497E+09 37 0.25983E+09 -0.23545E-02 -0.12953E+08 0.27278E+09 0.26654E+09 39 0.26985E+09 -0.23736E-02 -0.13621E+08 0.28347E+09 0.27691E+09 48 0.11766E+09 0.93878E-03 -0.31239E+08 0.14890E+09 0.13600E+09 46 0.11393E+09 0.89951E-03 -0.29540E+08 0.14347E+09 0.13122E+09 Max= 0.31079E+09 0.18576E-02 -0.11255E+08 0.32262E+09 0.31687E+09 Min= 0.15015E+08 -0.23736E-02 -0.23592E+09 0.11617E+09 0.10065E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV


ANNEXES

389

1 0.55204E+08 0.53380E-03 -0.60968E+08 0.11617E+09 0.10065E+09 3 0.56856E+08 0.54984E-03 -0.64650E+08 0.12151E+09 0.10530E+09 12 0.18723E+08 0.18576E-02 -0.19632E+09 0.21504E+09 0.20632E+09 10 0.18065E+08 0.17320E-02 -0.18631E+09 0.20438E+09 0.19597E+09 13 0.19996E+09 -0.69238E-04 -0.16832E+08 0.21679E+09 0.20888E+09 15 0.20733E+09 -0.31155E-04 -0.17728E+08 0.22506E+09 0.21674E+09 24 0.15581E+08 0.0000 -0.23592E+09 0.25150E+09 0.24408E+09 22 0.15015E+08 0.0000 -0.22416E+09 0.23917E+09 0.23203E+09 25 0.29903E+09 0.0000 -0.11255E+08 0.31028E+09 0.30481E+09 27 0.31079E+09 0.0000 -0.11827E+08 0.32262E+09 0.31687E+09 36 0.26699E+08 0.67480E-03 -0.13767E+09 0.16437E+09 0.15278E+09 34 0.25826E+08 0.62988E-03 -0.13032E+09 0.15615E+09 0.14497E+09 37 0.25983E+09 -0.23545E-02 -0.12953E+08 0.27278E+09 0.26654E+09 39 0.26985E+09 -0.23736E-02 -0.13621E+08 0.28347E+09 0.27691E+09 48 0.11766E+09 0.93878E-03 -0.31239E+08 0.14890E+09 0.13600E+09 46 0.11393E+09 0.89951E-03 -0.29540E+08 0.14347E+09 0.13122E+09 Max= 0.31079E+09 0.18576E-02 -0.11255E+08 0.32262E+09 0.31687E+09 Min= 0.15015E+08 -0.23736E-02 -0.23592E+09 0.11617E+09 0.10065E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 34 SECTION ID = 28 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.29076E+08 0.29720E-03 -0.57639E+08 0.86715E+08 0.76443E+08 3 0.30822E+08 0.31575E-03 -0.61583E+08 0.92405E+08 0.81490E+08 12 0.10037E+08 0.33928E-02 -0.18911E+09 0.19914E+09 0.19432E+09 10 0.94488E+07 0.31695E-02 -0.17737E+09 0.18682E+09 0.18228E+09 13 0.14261E+09 -0.87895E-04 -0.11752E+08 0.15436E+09 0.14883E+09 15 0.15143E+09 -0.84689E-04 -0.12535E+08 0.16396E+09 0.15807E+09 24 0.83435E+07 0.0000 -0.22750E+09 0.23584E+09 0.23178E+09 22 0.78521E+07 0.0000 -0.21344E+09 0.22129E+09 0.21747E+09 25 0.22442E+09 0.0000 -0.74679E+07 0.23189E+09 0.22824E+09 27 0.23848E+09 0.0000 -0.79592E+07 0.24644E+09 0.24256E+09 36 0.13463E+08 0.13323E-02 -0.14099E+09 0.15445E+09 0.14818E+09 34 0.12680E+08 0.12427E-02 -0.13217E+09 0.14485E+09 0.13894E+09 37 0.18819E+09 -0.19215E-02 -0.89054E+07 0.19710E+09 0.19280E+09 39 0.19993E+09 -0.20255E-02 -0.94938E+07 0.20942E+09 0.20484E+09 48 0.69456E+08 0.62635E-03 -0.27328E+08 0.96784E+08 0.86424E+08 46 0.65511E+08 0.58981E-03 -0.25582E+08 0.91094E+08 0.81376E+08 Max= 0.23848E+09 0.33928E-02 -0.74679E+07 0.24644E+09 0.24256E+09 Min= 0.78521E+07 -0.20255E-02 -0.22750E+09 0.86715E+08 0.76443E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.29076E+08 0.29720E-03 -0.57639E+08 0.86715E+08 0.76443E+08 3 0.30822E+08 0.31575E-03 -0.61583E+08 0.92405E+08 0.81490E+08 12 0.10037E+08 0.33928E-02 -0.18911E+09 0.19914E+09 0.19432E+09 10 0.94488E+07 0.31695E-02 -0.17737E+09 0.18682E+09 0.18228E+09 13 0.14261E+09 -0.87895E-04 -0.11752E+08 0.15436E+09 0.14883E+09 15 0.15143E+09 -0.84689E-04 -0.12535E+08 0.16396E+09 0.15807E+09 24 0.83435E+07 0.0000 -0.22750E+09 0.23584E+09 0.23178E+09 22 0.78521E+07 0.0000 -0.21344E+09 0.22129E+09 0.21747E+09 25 0.22442E+09 0.0000 -0.74679E+07 0.23189E+09 0.22824E+09 27 0.23848E+09 0.0000 -0.79592E+07 0.24644E+09 0.24256E+09 36 0.13463E+08 0.13323E-02 -0.14099E+09 0.15445E+09 0.14818E+09 34 0.12680E+08 0.12427E-02 -0.13217E+09 0.14485E+09 0.13894E+09 37 0.18819E+09 -0.19215E-02 -0.89054E+07 0.19710E+09 0.19280E+09 39 0.19993E+09 -0.20255E-02 -0.94938E+07 0.20942E+09 0.20484E+09 48 0.69456E+08 0.62635E-03 -0.27328E+08 0.96784E+08 0.86424E+08 46 0.65511E+08 0.58981E-03 -0.25582E+08 0.91094E+08 0.81376E+08 Max= 0.23848E+09 0.33928E-02 -0.74679E+07 0.24644E+09 0.24256E+09 Min= 0.78521E+07 -0.20255E-02 -0.22750E+09 0.86715E+08 0.76443E+08 STRESSES AT BEAM SECTION NODAL POINTS


ANNEXES

390

ELEMENT = 35 SECTION ID = 29 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.21077E+08 0.29633E-03 -0.70547E+08 0.91624E+08 0.83114E+08 3 0.22111E+08 0.31417E-03 -0.74784E+08 0.96895E+08 0.87949E+08 12 0.10297E+08 0.23420E-02 -0.16058E+09 0.17088E+09 0.16597E+09 10 0.97933E+07 0.21999E-02 -0.15183E+09 0.16162E+09 0.15695E+09 13 0.93413E+08 0.55375E-03 -0.15918E+08 0.10933E+09 0.10230E+09 15 0.98077E+08 0.58648E-03 -0.16860E+08 0.11494E+09 0.10750E+09 24 0.10052E+08 0.0000 -0.16449E+09 0.17455E+09 0.16974E+09 22 0.95599E+07 0.0000 -0.15553E+09 0.16509E+09 0.16053E+09 25 0.17308E+09 0.0000 -0.85909E+07 0.18167E+09 0.17753E+09 27 0.18204E+09 0.0000 -0.90835E+07 0.19112E+09 0.18675E+09 36 0.19995E+08 0.36160E-03 -0.82699E+08 0.10269E+09 0.94300E+08 34 0.19054E+08 0.34002E-03 -0.78036E+08 0.97090E+08 0.89105E+08 37 0.16933E+09 -0.13940E-02 -0.87812E+07 0.17811E+09 0.17388E+09 39 0.17808E+09 -0.14464E-02 -0.92851E+07 0.18737E+09 0.18290E+09 48 0.89634E+08 0.62169E-03 -0.18448E+08 0.10808E+09 0.10014E+09 46 0.85395E+08 0.58847E-03 -0.17412E+08 0.10281E+09 0.95301E+08 Max= 0.18204E+09 0.23420E-02 -0.85909E+07 0.19112E+09 0.18675E+09 Min= 0.95599E+07 -0.14464E-02 -0.16449E+09 0.91624E+08 0.83114E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.21077E+08 0.29633E-03 -0.70547E+08 0.91624E+08 0.83114E+08 3 0.22111E+08 0.31417E-03 -0.74784E+08 0.96895E+08 0.87949E+08 12 0.10297E+08 0.23420E-02 -0.16058E+09 0.17088E+09 0.16597E+09 10 0.97933E+07 0.21999E-02 -0.15183E+09 0.16162E+09 0.15695E+09 13 0.93413E+08 0.55375E-03 -0.15918E+08 0.10933E+09 0.10230E+09 15 0.98077E+08 0.58648E-03 -0.16860E+08 0.11494E+09 0.10750E+09 24 0.10052E+08 0.0000 -0.16449E+09 0.17455E+09 0.16974E+09 22 0.95599E+07 0.0000 -0.15553E+09 0.16509E+09 0.16053E+09 25 0.17308E+09 0.0000 -0.85909E+07 0.18167E+09 0.17753E+09 27 0.18204E+09 0.0000 -0.90835E+07 0.19112E+09 0.18675E+09 36 0.19995E+08 0.36160E-03 -0.82699E+08 0.10269E+09 0.94300E+08 34 0.19054E+08 0.34002E-03 -0.78036E+08 0.97090E+08 0.89105E+08 37 0.16933E+09 -0.13940E-02 -0.87812E+07 0.17811E+09 0.17388E+09 39 0.17808E+09 -0.14464E-02 -0.92851E+07 0.18737E+09 0.18290E+09 48 0.89634E+08 0.62169E-03 -0.18448E+08 0.10808E+09 0.10014E+09 46 0.85395E+08 0.58847E-03 -0.17412E+08 0.10281E+09 0.95301E+08 Max= 0.18204E+09 0.23420E-02 -0.85909E+07 0.19112E+09 0.18675E+09 Min= 0.95599E+07 -0.14464E-02 -0.16449E+09 0.91624E+08 0.83114E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 36 SECTION ID = 30 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.23428E+08 0.38838E-03 -0.90667E+08 0.11410E+09 0.10437E+09 3 0.24382E+08 0.40844E-03 -0.95147E+08 0.11953E+09 0.10940E+09 12 0.21373E+08 0.52675E-03 -0.10854E+09 0.12991E+09 0.12066E+09 10 0.20531E+08 0.49965E-03 -0.10346E+09 0.12399E+09 0.11511E+09 13 0.43337E+08 0.41911E-03 -0.49015E+08 0.92352E+08 0.80030E+08 15 0.45056E+08 0.43574E-03 -0.51488E+08 0.96544E+08 0.83672E+08 24 0.30366E+08 0.0000 -0.76396E+08 0.10676E+09 0.95280E+08 22 0.29193E+08 0.0000 -0.72762E+08 0.10196E+09 0.90944E+08 25 0.89437E+08 0.0000 -0.23751E+08 0.11319E+09 0.10338E+09 27 0.93072E+08 0.0000 -0.24925E+08 0.11800E+09 0.10772E+09 36 0.64510E+08 0.61209E-03 -0.35961E+08 0.10047E+09 0.88174E+08 34 0.62036E+08 0.58806E-03 -0.34241E+08 0.96277E+08 0.84529E+08 37 0.12240E+09 0.57740E-03 -0.17354E+08 0.13976E+09 0.13194E+09 39 0.12748E+09 0.60769E-03 -0.18198E+08 0.14568E+09 0.13749E+09 48 0.11335E+09 0.70966E-03 -0.20467E+08 0.13382E+09 0.12485E+09 46 0.10887E+09 0.67710E-03 -0.19512E+08 0.12838E+09 0.11982E+09


ANNEXES

391

Max= 0.12748E+09 0.70966E-03 -0.17354E+08 0.14568E+09 0.13749E+09 Min= 0.20531E+08 0.0000 -0.10854E+09 0.92352E+08 0.80030E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.23428E+08 0.38838E-03 -0.90667E+08 0.11410E+09 0.10437E+09 3 0.24382E+08 0.40844E-03 -0.95147E+08 0.11953E+09 0.10940E+09 12 0.21373E+08 0.52675E-03 -0.10854E+09 0.12991E+09 0.12066E+09 10 0.20531E+08 0.49965E-03 -0.10346E+09 0.12399E+09 0.11511E+09 13 0.43337E+08 0.41911E-03 -0.49015E+08 0.92352E+08 0.80030E+08 15 0.45056E+08 0.43574E-03 -0.51488E+08 0.96544E+08 0.83672E+08 24 0.30366E+08 0.0000 -0.76396E+08 0.10676E+09 0.95280E+08 22 0.29193E+08 0.0000 -0.72762E+08 0.10196E+09 0.90944E+08 25 0.89437E+08 0.0000 -0.23751E+08 0.11319E+09 0.10338E+09 27 0.93072E+08 0.0000 -0.24925E+08 0.11800E+09 0.10772E+09 36 0.64510E+08 0.61209E-03 -0.35961E+08 0.10047E+09 0.88174E+08 34 0.62036E+08 0.58806E-03 -0.34241E+08 0.96277E+08 0.84529E+08 37 0.12240E+09 0.57740E-03 -0.17354E+08 0.13976E+09 0.13194E+09 39 0.12748E+09 0.60769E-03 -0.18198E+08 0.14568E+09 0.13749E+09 48 0.11335E+09 0.70966E-03 -0.20467E+08 0.13382E+09 0.12485E+09 46 0.10887E+09 0.67710E-03 -0.19512E+08 0.12838E+09 0.11982E+09 Max= 0.12748E+09 0.70966E-03 -0.17354E+08 0.14568E+09 0.13749E+09 Min= 0.20531E+08 0.0000 -0.10854E+09 0.92352E+08 0.80030E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 37 SECTION ID = 31 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.21854E+08 0.43800E-03 -0.97197E+08 0.11905E+09 0.10977E+09 3 0.22748E+08 0.46127E-03 -0.10198E+09 0.12473E+09 0.11506E+09 12 0.49989E+08 0.48328E-03 -0.46408E+08 0.96396E+08 0.83501E+08 10 0.48082E+08 0.46481E-03 -0.44178E+08 0.92260E+08 0.79924E+08 13 0.17488E+08 0.75698E-03 -0.12146E+09 0.13895E+09 0.13109E+09 15 0.18213E+08 0.79886E-03 -0.12737E+09 0.14558E+09 0.13739E+09 24 0.11157E+09 0.0000 -0.20793E+08 0.13236E+09 0.12329E+09 22 0.10716E+09 0.0000 -0.19822E+08 0.12698E+09 0.11833E+09 25 0.23848E+08 0.0000 -0.89072E+08 0.11292E+09 0.10309E+09 27 0.24817E+08 0.0000 -0.93477E+08 0.11829E+09 0.10805E+09 36 0.14705E+09 0.34614E-03 -0.15776E+08 0.16283E+09 0.15554E+09 34 0.14114E+09 0.32382E-03 -0.15050E+08 0.15619E+09 0.14924E+09 37 0.56087E+08 0.53893E-03 -0.37873E+08 0.93960E+08 0.81880E+08 39 0.58317E+08 0.56060E-03 -0.39780E+08 0.98097E+08 0.85459E+08 48 0.12059E+09 0.66589E-03 -0.19238E+08 0.13983E+09 0.13127E+09 46 0.11580E+09 0.63418E-03 -0.18343E+08 0.13415E+09 0.12598E+09 Max= 0.14705E+09 0.79886E-03 -0.15050E+08 0.16283E+09 0.15554E+09 Min= 0.17488E+08 0.0000 -0.12737E+09 0.92260E+08 0.79924E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.21854E+08 0.43800E-03 -0.97197E+08 0.11905E+09 0.10977E+09 3 0.22748E+08 0.46127E-03 -0.10198E+09 0.12473E+09 0.11506E+09 12 0.49989E+08 0.48328E-03 -0.46408E+08 0.96396E+08 0.83501E+08 10 0.48082E+08 0.46481E-03 -0.44178E+08 0.92260E+08 0.79924E+08 13 0.17488E+08 0.75698E-03 -0.12146E+09 0.13895E+09 0.13109E+09 15 0.18213E+08 0.79886E-03 -0.12737E+09 0.14558E+09 0.13739E+09 24 0.11157E+09 0.0000 -0.20793E+08 0.13236E+09 0.12329E+09 22 0.10716E+09 0.0000 -0.19822E+08 0.12698E+09 0.11833E+09 25 0.23848E+08 0.0000 -0.89072E+08 0.11292E+09 0.10309E+09 27 0.24817E+08 0.0000 -0.93477E+08 0.11829E+09 0.10805E+09 36 0.14705E+09 0.34614E-03 -0.15776E+08 0.16283E+09 0.15554E+09 34 0.14114E+09 0.32382E-03 -0.15050E+08 0.15619E+09 0.14924E+09 37 0.56087E+08 0.53893E-03 -0.37873E+08 0.93960E+08 0.81880E+08 39 0.58317E+08 0.56060E-03 -0.39780E+08 0.98097E+08 0.85459E+08


ANNEXES

392

48 0.12059E+09 0.66589E-03 -0.19238E+08 0.13983E+09 0.13127E+09 46 0.11580E+09 0.63418E-03 -0.18343E+08 0.13415E+09 0.12598E+09 Max= 0.14705E+09 0.79886E-03 -0.15050E+08 0.16283E+09 0.15554E+09 Min= 0.17488E+08 0.0000 -0.12737E+09 0.92260E+08 0.79924E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 38 SECTION ID = 32 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.20446E+08 0.50437E-03 -0.10389E+09 0.12434E+09 0.11548E+09 3 0.21285E+08 0.53172E-03 -0.10899E+09 0.13027E+09 0.12104E+09 12 0.11458E+09 0.70348E-03 -0.20247E+08 0.13482E+09 0.12593E+09 10 0.11004E+09 0.67103E-03 -0.19303E+08 0.12935E+09 0.12086E+09 13 0.10006E+08 0.43351E-02 -0.21228E+09 0.22229E+09 0.21746E+09 15 0.10435E+08 0.45612E-02 -0.22232E+09 0.23275E+09 0.22772E+09 24 0.23736E+09 0.0000 -0.97737E+07 0.24713E+09 0.24239E+09 22 0.22758E+09 0.0000 -0.93336E+07 0.23692E+09 0.23239E+09 25 0.10290E+08 0.0000 -0.20642E+09 0.21671E+09 0.21176E+09 27 0.10730E+08 0.0000 -0.21620E+09 0.22693E+09 0.22176E+09 36 0.24353E+09 -0.36417E-02 -0.95261E+07 0.25305E+09 0.24843E+09 34 0.23349E+09 -0.35167E-02 -0.90975E+07 0.24259E+09 0.23817E+09 37 0.23147E+08 0.39571E-03 -0.91770E+08 0.11492E+09 0.10527E+09 39 0.24090E+08 0.41631E-03 -0.96302E+08 0.12039E+09 0.11034E+09 48 0.12795E+09 0.60301E-03 -0.18131E+08 0.14608E+09 0.13791E+09 46 0.12285E+09 0.57292E-03 -0.17290E+08 0.14014E+09 0.13235E+09 Max= 0.24353E+09 0.45612E-02 -0.90975E+07 0.25305E+09 0.24843E+09 Min= 0.10006E+08 -0.36417E-02 -0.22232E+09 0.11492E+09 0.10527E+09 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.20446E+08 0.50437E-03 -0.10389E+09 0.12434E+09 0.11548E+09 3 0.21285E+08 0.53172E-03 -0.10899E+09 0.13027E+09 0.12104E+09 12 0.11458E+09 0.70348E-03 -0.20247E+08 0.13482E+09 0.12593E+09 10 0.11004E+09 0.67103E-03 -0.19303E+08 0.12935E+09 0.12086E+09 13 0.10006E+08 0.43351E-02 -0.21228E+09 0.22229E+09 0.21746E+09 15 0.10435E+08 0.45612E-02 -0.22232E+09 0.23275E+09 0.22772E+09 24 0.23736E+09 0.0000 -0.97737E+07 0.24713E+09 0.24239E+09 22 0.22758E+09 0.0000 -0.93336E+07 0.23692E+09 0.23239E+09 25 0.10290E+08 0.0000 -0.20642E+09 0.21671E+09 0.21176E+09 27 0.10730E+08 0.0000 -0.21620E+09 0.22693E+09 0.22176E+09 36 0.24353E+09 -0.36417E-02 -0.95261E+07 0.25305E+09 0.24843E+09 34 0.23349E+09 -0.35167E-02 -0.90975E+07 0.24259E+09 0.23817E+09 37 0.23147E+08 0.39571E-03 -0.91770E+08 0.11492E+09 0.10527E+09 39 0.24090E+08 0.41631E-03 -0.96302E+08 0.12039E+09 0.11034E+09 48 0.12795E+09 0.60301E-03 -0.18131E+08 0.14608E+09 0.13791E+09 46 0.12285E+09 0.57292E-03 -0.17290E+08 0.14014E+09 0.13235E+09 Max= 0.24353E+09 0.45612E-02 -0.90975E+07 0.25305E+09 0.24843E+09 Min= 0.10006E+08 -0.36417E-02 -0.22232E+09 0.11492E+09 0.10527E+09 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 39 SECTION ID = 39 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.50465E+07 0.13340E-01 -0.25674E+09 0.26179E+09 0.25930E+09 3 0.66999E+07 0.14515E-01 -0.30931E+09 0.31601E+09 0.31272E+09 12 0.94779E+07 0.48911E-02 -0.21865E+09 0.22813E+09 0.22354E+09 10 0.70101E+07 0.47770E-02 -0.18482E+09 0.19183E+09 0.18843E+09 13 0.59210E+07 0.81174E-02 -0.21882E+09 0.22474E+09 0.22184E+09 15 0.79257E+07 0.85957E-02 -0.26147E+09 0.26940E+09 0.26552E+09 24 0.33639E+08 0.0000 -0.61605E+08 0.95245E+08 0.83661E+08 22 0.22655E+08 0.0000 -0.57189E+08 0.79844E+08 0.71270E+08


ANNEXES

393

25 0.13295E+08 0.0000 -0.97449E+08 0.11074E+09 0.10473E+09 27 0.18904E+08 0.0000 -0.10963E+09 0.12853E+09 0.12020E+09 36 0.14879E+09 0.13695E-03 -0.13928E+08 0.16272E+09 0.15622E+09 34 0.10639E+09 0.31573E-03 -0.12178E+08 0.11857E+09 0.11297E+09 37 0.76142E+08 0.55660E-03 -0.17016E+08 0.93158E+08 0.85923E+08 39 0.10942E+09 0.65875E-03 -0.18939E+08 0.12836E+09 0.12002E+09 48 0.19457E+09 -0.13910E-02 -0.10651E+08 0.20523E+09 0.20011E+09 46 0.14212E+09 -0.60974E-03 -0.91163E+07 0.15124E+09 0.14689E+09 Max= 0.19457E+09 0.14515E-01 -0.91163E+07 0.31601E+09 0.31272E+09 Min= 0.50465E+07 -0.13910E-02 -0.30931E+09 0.79844E+08 0.71270E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.50465E+07 0.13340E-01 -0.25674E+09 0.26179E+09 0.25930E+09 3 0.66999E+07 0.14515E-01 -0.30931E+09 0.31601E+09 0.31272E+09 12 0.94779E+07 0.48911E-02 -0.21865E+09 0.22813E+09 0.22354E+09 10 0.70101E+07 0.47770E-02 -0.18482E+09 0.19183E+09 0.18843E+09 13 0.59210E+07 0.81174E-02 -0.21882E+09 0.22474E+09 0.22184E+09 15 0.79257E+07 0.85957E-02 -0.26147E+09 0.26940E+09 0.26552E+09 24 0.33639E+08 0.0000 -0.61605E+08 0.95245E+08 0.83661E+08 22 0.22655E+08 0.0000 -0.57189E+08 0.79844E+08 0.71270E+08 25 0.13295E+08 0.0000 -0.97449E+08 0.11074E+09 0.10473E+09 27 0.18904E+08 0.0000 -0.10963E+09 0.12853E+09 0.12020E+09 36 0.14879E+09 0.13695E-03 -0.13928E+08 0.16272E+09 0.15622E+09 34 0.10639E+09 0.31573E-03 -0.12178E+08 0.11857E+09 0.11297E+09 37 0.76142E+08 0.55660E-03 -0.17016E+08 0.93158E+08 0.85923E+08 39 0.10942E+09 0.65875E-03 -0.18939E+08 0.12836E+09 0.12002E+09 48 0.19457E+09 -0.13910E-02 -0.10651E+08 0.20523E+09 0.20011E+09 46 0.14212E+09 -0.60974E-03 -0.91163E+07 0.15124E+09 0.14689E+09 Max= 0.19457E+09 0.14515E-01 -0.91163E+07 0.31601E+09 0.31272E+09 Min= 0.50465E+07 -0.13910E-02 -0.30931E+09 0.79844E+08 0.71270E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 40 SECTION ID = 40 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.16055E+09 -0.34946E-03 -0.11801E+08 0.17235E+09 0.16676E+09 3 0.29875E+09 -0.13879E-02 -0.18762E+08 0.31752E+09 0.30856E+09 12 0.16571E+09 0.11428E-02 -0.33825E+08 0.19954E+09 0.18496E+09 10 0.84945E+08 0.67446E-03 -0.22305E+08 0.10725E+09 0.98020E+08 13 0.14147E+09 0.14813E-03 -0.13393E+08 0.15486E+09 0.14862E+09 15 0.26554E+09 -0.28892E-03 -0.21109E+08 0.28665E+09 0.27670E+09 24 0.37272E+08 0.0000 -0.15039E+09 0.18766E+09 0.17208E+09 22 0.19148E+08 0.0000 -0.98951E+08 0.11810E+09 0.10978E+09 25 0.50357E+08 0.0000 -0.37624E+08 0.87982E+08 0.76460E+08 27 0.10135E+09 0.0000 -0.55305E+08 0.15666E+09 0.13761E+09 36 0.17060E+08 0.60381E-02 -0.32856E+09 0.34562E+09 0.33742E+09 34 0.92689E+07 0.43544E-02 -0.20441E+09 0.21368E+09 0.20920E+09 37 0.13253E+08 0.13946E-02 -0.14296E+09 0.15622E+09 0.15003E+09 39 0.25025E+08 0.17931E-02 -0.22398E+09 0.24901E+09 0.23749E+09 48 0.15462E+08 0.82533E-02 -0.36252E+09 0.37798E+09 0.37050E+09 46 0.84484E+07 0.58392E-02 -0.22426E+09 0.23271E+09 0.22861E+09 Max= 0.29875E+09 0.82533E-02 -0.11801E+08 0.37798E+09 0.37050E+09 Min= 0.84484E+07 -0.13879E-02 -0.36252E+09 0.87982E+08 0.76460E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.16055E+09 -0.34946E-03 -0.11801E+08 0.17235E+09 0.16676E+09 3 0.29875E+09 -0.13879E-02 -0.18762E+08 0.31752E+09 0.30856E+09 12 0.16571E+09 0.11428E-02 -0.33825E+08 0.19954E+09 0.18496E+09 10 0.84945E+08 0.67446E-03 -0.22305E+08 0.10725E+09 0.98020E+08 13 0.14147E+09 0.14813E-03 -0.13393E+08 0.15486E+09 0.14862E+09 15 0.26554E+09 -0.28892E-03 -0.21109E+08 0.28665E+09 0.27670E+09


ANNEXES

394

24 0.37272E+08 0.0000 -0.15039E+09 0.18766E+09 0.17208E+09 22 0.19148E+08 0.0000 -0.98951E+08 0.11810E+09 0.10978E+09 25 0.50357E+08 0.0000 -0.37624E+08 0.87982E+08 0.76460E+08 27 0.10135E+09 0.0000 -0.55305E+08 0.15666E+09 0.13761E+09 36 0.17060E+08 0.60381E-02 -0.32856E+09 0.34562E+09 0.33742E+09 34 0.92689E+07 0.43544E-02 -0.20441E+09 0.21368E+09 0.20920E+09 37 0.13253E+08 0.13946E-02 -0.14296E+09 0.15622E+09 0.15003E+09 39 0.25025E+08 0.17931E-02 -0.22398E+09 0.24901E+09 0.23749E+09 48 0.15462E+08 0.82533E-02 -0.36252E+09 0.37798E+09 0.37050E+09 46 0.84484E+07 0.58392E-02 -0.22426E+09 0.23271E+09 0.22861E+09 Max= 0.29875E+09 0.82533E-02 -0.11801E+08 0.37798E+09 0.37050E+09 Min= 0.84484E+07 -0.13879E-02 -0.36252E+09 0.87982E+08 0.76460E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 41 SECTION ID = 41 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.15834E+09 -0.52745E-01 -0.49196E+06 0.15883E+09 0.15858E+09 3 0.20956E+09 -0.81439E-01 -0.56105E+06 0.21012E+09 0.20984E+09 12 0.79686E+08 -0.36228E-02 -0.14755E+07 0.81162E+08 0.80434E+08 10 0.52862E+08 -0.13747E-02 -0.14736E+07 0.54335E+08 0.53614E+08 13 0.13378E+09 -0.31335E-01 -0.58224E+06 0.13437E+09 0.13408E+09 15 0.17938E+09 -0.50473E-01 -0.65545E+06 0.18004E+09 0.17971E+09 24 0.85271E+06 0.0000 -0.13788E+09 0.13874E+09 0.13831E+09 22 0.62599E+06 0.0000 -0.12443E+09 0.12506E+09 0.12475E+09 25 0.56588E+07 0.0000 -0.13765E+08 0.19424E+08 0.17303E+08 27 0.13699E+08 0.0000 -0.85825E+07 0.22282E+08 0.19465E+08 36 0.37803E+06 0.27394 -0.31102E+09 0.31139E+09 0.31121E+09 34 0.29349E+06 0.25703 -0.26541E+09 0.26570E+09 0.26556E+09 37 0.42397E+06 0.84985E-01 -0.18373E+09 0.18415E+09 0.18394E+09 39 0.55806E+06 0.84825E-01 -0.21068E+09 0.21124E+09 0.21096E+09 48 0.34453E+06 0.36207 -0.34126E+09 0.34160E+09 0.34143E+09 46 0.26858E+06 0.33555 -0.29003E+09 0.29030E+09 0.29016E+09 Max= 0.20956E+09 0.36207 -0.49196E+06 0.34160E+09 0.34143E+09 Min= 0.26858E+06 -0.81439E-01 -0.34126E+09 0.19424E+08 0.17303E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.15834E+09 -0.52745E-01 -0.49196E+06 0.15883E+09 0.15858E+09 3 0.20956E+09 -0.81439E-01 -0.56105E+06 0.21012E+09 0.20984E+09 12 0.79686E+08 -0.36228E-02 -0.14755E+07 0.81162E+08 0.80434E+08 10 0.52862E+08 -0.13747E-02 -0.14736E+07 0.54335E+08 0.53614E+08 13 0.13378E+09 -0.31335E-01 -0.58224E+06 0.13437E+09 0.13408E+09 15 0.17938E+09 -0.50473E-01 -0.65545E+06 0.18004E+09 0.17971E+09 24 0.85271E+06 0.0000 -0.13788E+09 0.13874E+09 0.13831E+09 22 0.62599E+06 0.0000 -0.12443E+09 0.12506E+09 0.12475E+09 25 0.56588E+07 0.0000 -0.13765E+08 0.19424E+08 0.17303E+08 27 0.13699E+08 0.0000 -0.85825E+07 0.22282E+08 0.19465E+08 36 0.37803E+06 0.27394 -0.31102E+09 0.31139E+09 0.31121E+09 34 0.29349E+06 0.25703 -0.26541E+09 0.26570E+09 0.26556E+09 37 0.42397E+06 0.84985E-01 -0.18373E+09 0.18415E+09 0.18394E+09 39 0.55806E+06 0.84825E-01 -0.21068E+09 0.21124E+09 0.21096E+09 48 0.34453E+06 0.36207 -0.34126E+09 0.34160E+09 0.34143E+09 46 0.26858E+06 0.33555 -0.29003E+09 0.29030E+09 0.29016E+09 Max= 0.20956E+09 0.36207 -0.49196E+06 0.34160E+09 0.34143E+09 Min= 0.26858E+06 -0.81439E-01 -0.34126E+09 0.19424E+08 0.17303E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 42 SECTION ID = 42 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV


ANNEXES

395

1 0.91586E+07 0.97968E-04 -0.20739E+08 0.29898E+08 0.26532E+08 3 0.15730E+08 0.15208E-03 -0.15462E+08 0.31192E+08 0.27013E+08 12 0.63658E+07 0.20961E-03 -0.38207E+08 0.44573E+08 0.41755E+08 10 0.42927E+07 0.41110E-03 -0.44248E+08 0.48541E+08 0.46543E+08 13 0.46753E+07 0.31546E-03 -0.40627E+08 0.45302E+08 0.43155E+08 15 0.70736E+07 0.16242E-03 -0.34384E+08 0.41457E+08 0.38412E+08 24 0.22710E+07 0.0000 -0.10710E+09 0.10937E+09 0.10825E+09 22 0.17878E+07 0.0000 -0.10624E+09 0.10803E+09 0.10715E+09 25 0.18866E+07 0.0000 -0.10068E+09 0.10256E+09 0.10163E+09 27 0.24121E+07 0.0000 -0.10083E+09 0.10324E+09 0.10206E+09 36 0.13717E+07 0.24116E-01 -0.17731E+09 0.17868E+09 0.17800E+09 34 0.11278E+07 0.26538E-01 -0.16842E+09 0.16955E+09 0.16899E+09 37 0.11551E+07 0.24681E-01 -0.16445E+09 0.16560E+09 0.16503E+09 39 0.14074E+07 0.22305E-01 -0.17281E+09 0.17422E+09 0.17352E+09 48 0.11882E+07 0.37297E-01 -0.20470E+09 0.20589E+09 0.20530E+09 46 0.98594E+06 0.39884E-01 -0.19265E+09 0.19364E+09 0.19315E+09 Max= 0.15730E+08 0.39884E-01 -0.15462E+08 0.20589E+09 0.20530E+09 Min= 0.98594E+06 0.0000 -0.20470E+09 0.29898E+08 0.26532E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.91586E+07 0.97968E-04 -0.20739E+08 0.29898E+08 0.26532E+08 3 0.15730E+08 0.15208E-03 -0.15462E+08 0.31192E+08 0.27013E+08 12 0.63658E+07 0.20961E-03 -0.38207E+08 0.44573E+08 0.41755E+08 10 0.42927E+07 0.41110E-03 -0.44248E+08 0.48541E+08 0.46543E+08 13 0.46753E+07 0.31546E-03 -0.40627E+08 0.45302E+08 0.43155E+08 15 0.70736E+07 0.16242E-03 -0.34384E+08 0.41457E+08 0.38412E+08 24 0.22710E+07 0.0000 -0.10710E+09 0.10937E+09 0.10825E+09 22 0.17878E+07 0.0000 -0.10624E+09 0.10803E+09 0.10715E+09 25 0.18866E+07 0.0000 -0.10068E+09 0.10256E+09 0.10163E+09 27 0.24121E+07 0.0000 -0.10083E+09 0.10324E+09 0.10206E+09 36 0.13717E+07 0.24116E-01 -0.17731E+09 0.17868E+09 0.17800E+09 34 0.11278E+07 0.26538E-01 -0.16842E+09 0.16955E+09 0.16899E+09 37 0.11551E+07 0.24681E-01 -0.16445E+09 0.16560E+09 0.16503E+09 39 0.14074E+07 0.22305E-01 -0.17281E+09 0.17422E+09 0.17352E+09 48 0.11882E+07 0.37297E-01 -0.20470E+09 0.20589E+09 0.20530E+09 46 0.98594E+06 0.39884E-01 -0.19265E+09 0.19364E+09 0.19315E+09 Max= 0.15730E+08 0.39884E-01 -0.15462E+08 0.20589E+09 0.20530E+09 Min= 0.98594E+06 0.0000 -0.20470E+09 0.29898E+08 0.26532E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 43 SECTION ID = 43 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.69905E+06 0.11266 -0.27172E+09 0.27242E+09 0.27207E+09 3 0.82689E+06 0.11153 -0.29413E+09 0.29496E+09 0.29455E+09 12 0.14237E+07 0.21537E-01 -0.17084E+09 0.17226E+09 0.17155E+09 10 0.11675E+07 0.23893E-01 -0.16270E+09 0.16386E+09 0.16328E+09 13 0.67367E+06 0.12593 -0.28195E+09 0.28262E+09 0.28229E+09 15 0.79558E+06 0.12529 -0.30571E+09 0.30651E+09 0.30611E+09 24 0.12960E+08 0.0000 -0.18767E+08 0.31727E+08 0.27629E+08 22 0.77047E+07 0.0000 -0.24653E+08 0.32358E+08 0.29276E+08 25 0.10140E+07 0.0000 -0.18731E+09 0.18833E+09 0.18782E+09 27 0.12243E+07 0.0000 -0.19866E+09 0.19989E+09 0.19928E+09 36 0.10401E+09 -0.36649E-02 -0.23384E+07 0.10635E+09 0.10520E+09 34 0.80394E+08 -0.19314E-02 -0.23626E+07 0.82757E+08 0.81601E+08 37 0.41419E+07 0.46007E-03 -0.45858E+08 0.50000E+08 0.48063E+08 39 0.60918E+07 0.23608E-03 -0.39926E+08 0.46017E+08 0.43294E+08 48 0.92686E+08 -0.23553E-02 -0.26241E+07 0.95310E+08 0.94025E+08 46 0.70468E+08 -0.10974E-02 -0.26955E+07 0.73163E+08 0.71853E+08 Max= 0.10401E+09 0.12593 -0.23384E+07 0.30651E+09 0.30611E+09 Min= 0.67367E+06 -0.36649E-02 -0.30571E+09 0.31727E+08 0.27629E+08 ELEMENT NODE = 2


ANNEXES

396

SEC NODE S1 S2 S3 SINT SEQV 1 0.69905E+06 0.11266 -0.27172E+09 0.27242E+09 0.27207E+09 3 0.82689E+06 0.11153 -0.29413E+09 0.29496E+09 0.29455E+09 12 0.14237E+07 0.21537E-01 -0.17084E+09 0.17226E+09 0.17155E+09 10 0.11675E+07 0.23893E-01 -0.16270E+09 0.16386E+09 0.16328E+09 13 0.67367E+06 0.12593 -0.28195E+09 0.28262E+09 0.28229E+09 15 0.79558E+06 0.12529 -0.30571E+09 0.30651E+09 0.30611E+09 24 0.12960E+08 0.0000 -0.18767E+08 0.31727E+08 0.27629E+08 22 0.77047E+07 0.0000 -0.24653E+08 0.32358E+08 0.29276E+08 25 0.10140E+07 0.0000 -0.18731E+09 0.18833E+09 0.18782E+09 27 0.12243E+07 0.0000 -0.19866E+09 0.19989E+09 0.19928E+09 36 0.10401E+09 -0.36649E-02 -0.23384E+07 0.10635E+09 0.10520E+09 34 0.80394E+08 -0.19314E-02 -0.23626E+07 0.82757E+08 0.81601E+08 37 0.41419E+07 0.46007E-03 -0.45858E+08 0.50000E+08 0.48063E+08 39 0.60918E+07 0.23608E-03 -0.39926E+08 0.46017E+08 0.43294E+08 48 0.92686E+08 -0.23553E-02 -0.26241E+07 0.95310E+08 0.94025E+08 46 0.70468E+08 -0.10974E-02 -0.26955E+07 0.73163E+08 0.71853E+08 Max= 0.10401E+09 0.12593 -0.23384E+07 0.30651E+09 0.30611E+09 Min= 0.67367E+06 -0.36649E-02 -0.30571E+09 0.31727E+08 0.27629E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 44 SECTION ID = 39 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.22732E+09 -0.18616E-01 -0.25850E+07 0.22990E+09 0.22862E+09 3 0.28358E+09 -0.22501E-01 -0.33143E+07 0.28690E+09 0.28525E+09 12 0.18665E+09 -0.50924E-02 -0.50356E+07 0.19168E+09 0.18921E+09 10 0.15063E+09 -0.43593E-02 -0.39011E+07 0.15453E+09 0.15261E+09 13 0.18305E+09 -0.89153E-02 -0.32100E+07 0.18626E+09 0.18468E+09 15 0.22763E+09 -0.10623E-01 -0.41291E+07 0.23175E+09 0.22972E+09 24 0.24183E+08 0.0000 -0.38865E+08 0.63048E+08 0.55093E+08 22 0.20367E+08 0.0000 -0.28851E+08 0.49218E+08 0.42835E+08 25 0.50085E+08 0.0000 -0.11732E+08 0.61818E+08 0.56867E+08 27 0.60172E+08 0.0000 -0.15620E+08 0.75792E+08 0.69315E+08 36 0.47381E+07 0.83973E-02 -0.19836E+09 0.20310E+09 0.20078E+09 34 0.38208E+07 0.62457E-02 -0.15379E+09 0.15762E+09 0.15574E+09 37 0.48290E+07 0.29951E-02 -0.12168E+09 0.12651E+09 0.12417E+09 39 0.59599E+07 0.40920E-02 -0.15770E+09 0.16366E+09 0.16076E+09 48 0.36989E+07 0.18051E-01 -0.25410E+09 0.25780E+09 0.25597E+09 46 0.29702E+07 0.13611E-01 -0.19783E+09 0.20080E+09 0.19933E+09 Max= 0.28358E+09 0.18051E-01 -0.25850E+07 0.28690E+09 0.28525E+09 Min= 0.29702E+07 -0.22501E-01 -0.25410E+09 0.49218E+08 0.42835E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.22732E+09 -0.18616E-01 -0.25850E+07 0.22990E+09 0.22862E+09 3 0.28358E+09 -0.22501E-01 -0.33143E+07 0.28690E+09 0.28525E+09 12 0.18665E+09 -0.50924E-02 -0.50356E+07 0.19168E+09 0.18921E+09 10 0.15063E+09 -0.43593E-02 -0.39011E+07 0.15453E+09 0.15261E+09 13 0.18305E+09 -0.89153E-02 -0.32100E+07 0.18626E+09 0.18468E+09 15 0.22763E+09 -0.10623E-01 -0.41291E+07 0.23175E+09 0.22972E+09 24 0.24183E+08 0.0000 -0.38865E+08 0.63048E+08 0.55093E+08 22 0.20367E+08 0.0000 -0.28851E+08 0.49218E+08 0.42835E+08 25 0.50085E+08 0.0000 -0.11732E+08 0.61818E+08 0.56867E+08 27 0.60172E+08 0.0000 -0.15620E+08 0.75792E+08 0.69315E+08 36 0.47381E+07 0.83973E-02 -0.19836E+09 0.20310E+09 0.20078E+09 34 0.38208E+07 0.62457E-02 -0.15379E+09 0.15762E+09 0.15574E+09 37 0.48290E+07 0.29951E-02 -0.12168E+09 0.12651E+09 0.12417E+09 39 0.59599E+07 0.40920E-02 -0.15770E+09 0.16366E+09 0.16076E+09 48 0.36989E+07 0.18051E-01 -0.25410E+09 0.25780E+09 0.25597E+09 46 0.29702E+07 0.13611E-01 -0.19783E+09 0.20080E+09 0.19933E+09 Max= 0.28358E+09 0.18051E-01 -0.25850E+07 0.28690E+09 0.28525E+09 Min= 0.29702E+07 -0.22501E-01 -0.25410E+09 0.49218E+08 0.42835E+08


ANNEXES

397

STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 45 SECTION ID = 40 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.83243E+07 0.33065E-02 -0.16941E+09 0.17773E+09 0.17372E+09 3 0.14014E+08 0.60880E-02 -0.29770E+09 0.31171E+09 0.30494E+09 12 0.24990E+08 0.10043E-02 -0.16695E+09 0.19194E+09 0.18075E+09 10 0.15045E+08 0.53051E-03 -0.93736E+08 0.10878E+09 0.10209E+09 13 0.92195E+07 0.23875E-02 -0.15296E+09 0.16218E+09 0.15777E+09 15 0.15490E+08 0.44258E-02 -0.26934E+09 0.28483E+09 0.27741E+09 24 0.12239E+09 0.0000 -0.34089E+08 0.15647E+09 0.14252E+09 22 0.74187E+08 0.0000 -0.19009E+08 0.93196E+08 0.85295E+08 25 0.23414E+08 0.0000 -0.60229E+08 0.83643E+08 0.74739E+08 27 0.38482E+08 0.0000 -0.10841E+09 0.14690E+09 0.13193E+09 36 0.28676E+09 -0.24914E-02 -0.14549E+08 0.30131E+09 0.29430E+09 34 0.17038E+09 -0.16398E-02 -0.82769E+07 0.17866E+09 0.17467E+09 37 0.10989E+09 0.34600E-03 -0.12833E+08 0.12272E+09 0.11683E+09 39 0.18311E+09 0.67711E-03 -0.22784E+08 0.20589E+09 0.19550E+09 48 0.31528E+09 -0.41274E-02 -0.13233E+08 0.32851E+09 0.32210E+09 46 0.18699E+09 -0.26421E-02 -0.75416E+07 0.19453E+09 0.19087E+09 Max= 0.31528E+09 0.60880E-02 -0.75416E+07 0.32851E+09 0.32210E+09 Min= 0.83243E+07 -0.41274E-02 -0.29770E+09 0.83643E+08 0.74739E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.83243E+07 0.33065E-02 -0.16941E+09 0.17773E+09 0.17372E+09 3 0.14014E+08 0.60880E-02 -0.29770E+09 0.31171E+09 0.30494E+09 12 0.24990E+08 0.10043E-02 -0.16695E+09 0.19194E+09 0.18075E+09 10 0.15045E+08 0.53051E-03 -0.93736E+08 0.10878E+09 0.10209E+09 13 0.92195E+07 0.23875E-02 -0.15296E+09 0.16218E+09 0.15777E+09 15 0.15490E+08 0.44258E-02 -0.26934E+09 0.28483E+09 0.27741E+09 24 0.12239E+09 0.0000 -0.34089E+08 0.15647E+09 0.14252E+09 22 0.74187E+08 0.0000 -0.19009E+08 0.93196E+08 0.85295E+08 25 0.23414E+08 0.0000 -0.60229E+08 0.83643E+08 0.74739E+08 27 0.38482E+08 0.0000 -0.10841E+09 0.14690E+09 0.13193E+09 36 0.28676E+09 -0.24914E-02 -0.14549E+08 0.30131E+09 0.29430E+09 34 0.17038E+09 -0.16398E-02 -0.82769E+07 0.17866E+09 0.17467E+09 37 0.10989E+09 0.34600E-03 -0.12833E+08 0.12272E+09 0.11683E+09 39 0.18311E+09 0.67711E-03 -0.22784E+08 0.20589E+09 0.19550E+09 48 0.31528E+09 -0.41274E-02 -0.13233E+08 0.32851E+09 0.32210E+09 46 0.18699E+09 -0.26421E-02 -0.75416E+07 0.19453E+09 0.19087E+09 Max= 0.31528E+09 0.60880E-02 -0.75416E+07 0.32851E+09 0.32210E+09 Min= 0.83243E+07 -0.41274E-02 -0.29770E+09 0.83643E+08 0.74739E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 46 SECTION ID = 41 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.25037E+07 0.15553E-01 -0.19365E+09 0.19615E+09 0.19491E+09 3 0.30248E+07 0.20115E-01 -0.24194E+09 0.24496E+09 0.24346E+09 12 0.60347E+07 0.23345E-02 -0.12127E+09 0.12730E+09 0.12440E+09 10 0.50741E+07 0.17134E-02 -0.95552E+08 0.10063E+09 0.98187E+08 13 0.28154E+07 0.10846E-01 -0.17221E+09 0.17503E+09 0.17364E+09 15 0.33945E+07 0.14118E-01 -0.21559E+09 0.21898E+09 0.21730E+09 24 0.94164E+08 0.0000 -0.77717E+07 0.10194E+09 0.98281E+08 22 0.79719E+08 0.0000 -0.60819E+07 0.85801E+08 0.82927E+08 25 0.10088E+08 0.0000 -0.48060E+08 0.58148E+08 0.53818E+08 27 0.11719E+08 0.0000 -0.62446E+08 0.74165E+08 0.69056E+08 36 0.25078E+09 -0.19998E-01 -0.29182E+07 0.25369E+09 0.25225E+09 34 0.20740E+09 -0.17158E-01 -0.23377E+07 0.20974E+09 0.20858E+09 37 0.12988E+09 -0.32264E-02 -0.37331E+07 0.13361E+09 0.13178E+09 39 0.15560E+09 -0.35811E-02 -0.47031E+07 0.16031E+09 0.15801E+09


ANNEXES

398

48 0.27722E+09 -0.27786E-01 -0.26399E+07 0.27986E+09 0.27855E+09 46 0.22893E+09 -0.23703E-01 -0.21179E+07 0.23105E+09 0.22999E+09 Max= 0.27722E+09 0.20115E-01 -0.21179E+07 0.27986E+09 0.27855E+09 Min= 0.25037E+07 -0.27786E-01 -0.24194E+09 0.58148E+08 0.53818E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.25037E+07 0.15553E-01 -0.19365E+09 0.19615E+09 0.19491E+09 3 0.30248E+07 0.20115E-01 -0.24194E+09 0.24496E+09 0.24346E+09 12 0.60347E+07 0.23345E-02 -0.12127E+09 0.12730E+09 0.12440E+09 10 0.50741E+07 0.17134E-02 -0.95552E+08 0.10063E+09 0.98187E+08 13 0.28154E+07 0.10846E-01 -0.17221E+09 0.17503E+09 0.17364E+09 15 0.33945E+07 0.14118E-01 -0.21559E+09 0.21898E+09 0.21730E+09 24 0.94164E+08 0.0000 -0.77717E+07 0.10194E+09 0.98281E+08 22 0.79719E+08 0.0000 -0.60819E+07 0.85801E+08 0.82927E+08 25 0.10088E+08 0.0000 -0.48060E+08 0.58148E+08 0.53818E+08 27 0.11719E+08 0.0000 -0.62446E+08 0.74165E+08 0.69056E+08 36 0.25078E+09 -0.19998E-01 -0.29182E+07 0.25369E+09 0.25225E+09 34 0.20740E+09 -0.17158E-01 -0.23377E+07 0.20974E+09 0.20858E+09 37 0.12988E+09 -0.32264E-02 -0.37331E+07 0.13361E+09 0.13178E+09 39 0.15560E+09 -0.35811E-02 -0.47031E+07 0.16031E+09 0.15801E+09 48 0.27722E+09 -0.27786E-01 -0.26399E+07 0.27986E+09 0.27855E+09 46 0.22893E+09 -0.23703E-01 -0.21179E+07 0.23105E+09 0.22999E+09 Max= 0.27722E+09 0.20115E-01 -0.21179E+07 0.27986E+09 0.27855E+09 Min= 0.25037E+07 -0.27786E-01 -0.24194E+09 0.58148E+08 0.53818E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 47 SECTION ID = 42 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.15268E+08 0.37548E-03 -0.77436E+08 0.92704E+08 0.86092E+08 3 0.16698E+08 0.46046E-03 -0.90662E+08 0.10736E+09 0.10006E+09 12 0.23436E+08 0.27928E-03 -0.64595E+08 0.88031E+08 0.78966E+08 10 0.21588E+08 0.24414E-03 -0.54766E+08 0.76354E+08 0.68173E+08 13 0.20118E+08 0.25025E-03 -0.58765E+08 0.78884E+08 0.70996E+08 15 0.21871E+08 0.29132E-03 -0.69218E+08 0.91089E+08 0.82361E+08 24 0.57967E+08 0.0000 -0.26116E+08 0.84083E+08 0.74539E+08 22 0.53458E+08 0.0000 -0.22116E+08 0.75574E+08 0.67299E+08 25 0.48158E+08 0.0000 -0.24550E+08 0.72708E+08 0.64064E+08 27 0.52136E+08 0.0000 -0.29037E+08 0.81173E+08 0.71240E+08 36 0.11541E+09 0.33489E-03 -0.13117E+08 0.12853E+09 0.12250E+09 34 0.10487E+09 0.24895E-03 -0.11273E+08 0.11614E+09 0.11094E+09 37 0.99957E+08 0.32639E-03 -0.11828E+08 0.11178E+09 0.10637E+09 39 0.10989E+09 0.41326E-03 -0.13777E+08 0.12366E+09 0.11738E+09 48 0.13975E+09 -0.19969E-03 -0.10833E+08 0.15058E+09 0.14547E+09 46 0.12647E+09 -0.26507E-03 -0.93483E+07 0.13582E+09 0.13139E+09 Max= 0.13975E+09 0.46046E-03 -0.93483E+07 0.15058E+09 0.14547E+09 Min= 0.15268E+08 -0.26507E-03 -0.90662E+08 0.72708E+08 0.64064E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.15268E+08 0.37548E-03 -0.77436E+08 0.92704E+08 0.86092E+08 3 0.16698E+08 0.46046E-03 -0.90662E+08 0.10736E+09 0.10006E+09 12 0.23436E+08 0.27928E-03 -0.64595E+08 0.88031E+08 0.78966E+08 10 0.21588E+08 0.24414E-03 -0.54766E+08 0.76354E+08 0.68173E+08 13 0.20118E+08 0.25025E-03 -0.58765E+08 0.78884E+08 0.70996E+08 15 0.21871E+08 0.29132E-03 -0.69218E+08 0.91089E+08 0.82361E+08 24 0.57967E+08 0.0000 -0.26116E+08 0.84083E+08 0.74539E+08 22 0.53458E+08 0.0000 -0.22116E+08 0.75574E+08 0.67299E+08 25 0.48158E+08 0.0000 -0.24550E+08 0.72708E+08 0.64064E+08 27 0.52136E+08 0.0000 -0.29037E+08 0.81173E+08 0.71240E+08 36 0.11541E+09 0.33489E-03 -0.13117E+08 0.12853E+09 0.12250E+09 34 0.10487E+09 0.24895E-03 -0.11273E+08 0.11614E+09 0.11094E+09


ANNEXES

399

37 0.99957E+08 0.32639E-03 -0.11828E+08 0.11178E+09 0.10637E+09 39 0.10989E+09 0.41326E-03 -0.13777E+08 0.12366E+09 0.11738E+09 48 0.13975E+09 -0.19969E-03 -0.10833E+08 0.15058E+09 0.14547E+09 46 0.12647E+09 -0.26507E-03 -0.93483E+07 0.13582E+09 0.13139E+09 Max= 0.13975E+09 0.46046E-03 -0.93483E+07 0.15058E+09 0.14547E+09 Min= 0.15268E+08 -0.26507E-03 -0.90662E+08 0.72708E+08 0.64064E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 48 SECTION ID = 43 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.18105E+09 -0.31264E-02 -0.65301E+07 0.18758E+09 0.18440E+09 3 0.20138E+09 -0.32756E-02 -0.75173E+07 0.20890E+09 0.20524E+09 12 0.97172E+08 0.53968E-03 -0.15579E+08 0.11275E+09 0.10583E+09 10 0.88638E+08 0.45532E-03 -0.13338E+08 0.10198E+09 0.96005E+08 13 0.19370E+09 -0.41779E-02 -0.61035E+07 0.19981E+09 0.19683E+09 15 0.21569E+09 -0.44193E-02 -0.70188E+07 0.22271E+09 0.21928E+09 24 0.18676E+08 0.0000 -0.81057E+08 0.99734E+08 0.91831E+08 22 0.17121E+08 0.0000 -0.69053E+08 0.86174E+08 0.79017E+08 25 0.11699E+09 0.0000 -0.10106E+08 0.12709E+09 0.12236E+09 27 0.12906E+09 0.0000 -0.11730E+08 0.14079E+09 0.13531E+09 36 0.92872E+07 0.27062E-02 -0.16301E+09 0.17229E+09 0.16784E+09 34 0.83830E+07 0.22352E-02 -0.14103E+09 0.14941E+09 0.14540E+09 37 0.25683E+08 0.25658E-03 -0.46033E+08 0.71716E+08 0.62936E+08 39 0.27805E+08 0.28329E-03 -0.54447E+08 0.82251E+08 0.72466E+08 48 0.10155E+08 0.20344E-02 -0.14907E+09 0.15923E+09 0.15440E+09 46 0.91827E+07 0.16708E-02 -0.12875E+09 0.13793E+09 0.13358E+09 Max= 0.21569E+09 0.27062E-02 -0.61035E+07 0.22271E+09 0.21928E+09 Min= 0.83830E+07 -0.44193E-02 -0.16301E+09 0.71716E+08 0.62936E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.18105E+09 -0.31264E-02 -0.65301E+07 0.18758E+09 0.18440E+09 3 0.20138E+09 -0.32756E-02 -0.75173E+07 0.20890E+09 0.20524E+09 12 0.97172E+08 0.53968E-03 -0.15579E+08 0.11275E+09 0.10583E+09 10 0.88638E+08 0.45532E-03 -0.13338E+08 0.10198E+09 0.96005E+08 13 0.19370E+09 -0.41779E-02 -0.61035E+07 0.19981E+09 0.19683E+09 15 0.21569E+09 -0.44193E-02 -0.70188E+07 0.22271E+09 0.21928E+09 24 0.18676E+08 0.0000 -0.81057E+08 0.99734E+08 0.91831E+08 22 0.17121E+08 0.0000 -0.69053E+08 0.86174E+08 0.79017E+08 25 0.11699E+09 0.0000 -0.10106E+08 0.12709E+09 0.12236E+09 27 0.12906E+09 0.0000 -0.11730E+08 0.14079E+09 0.13531E+09 36 0.92872E+07 0.27062E-02 -0.16301E+09 0.17229E+09 0.16784E+09 34 0.83830E+07 0.22352E-02 -0.14103E+09 0.14941E+09 0.14540E+09 37 0.25683E+08 0.25658E-03 -0.46033E+08 0.71716E+08 0.62936E+08 39 0.27805E+08 0.28329E-03 -0.54447E+08 0.82251E+08 0.72466E+08 48 0.10155E+08 0.20344E-02 -0.14907E+09 0.15923E+09 0.15440E+09 46 0.91827E+07 0.16708E-02 -0.12875E+09 0.13793E+09 0.13358E+09 Max= 0.21569E+09 0.27062E-02 -0.61035E+07 0.22271E+09 0.21928E+09 Min= 0.83830E+07 -0.44193E-02 -0.16301E+09 0.71716E+08 0.62936E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 49 SECTION ID = 49 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.56148E+07 0.83568E-03 -0.71523E+08 0.77138E+08 0.74489E+08 3 0.67848E+07 0.71157E-03 -0.73073E+08 0.79857E+08 0.76690E+08 12 0.13995E+08 0.15809E-03 -0.35426E+08 0.49421E+08 0.44121E+08 10 0.10993E+08 0.15344E-03 -0.36531E+08 0.47524E+08 0.43092E+08 13 0.37185E+07 0.30976E-02 -0.10800E+09 0.11171E+09 0.10990E+09 15 0.43760E+07 0.28715E-02 -0.11330E+09 0.11767E+09 0.11555E+09


ANNEXES

400

24 0.21955E+08 0.0000 -0.22582E+08 0.44537E+08 0.38571E+08 22 0.16920E+08 0.0000 -0.23734E+08 0.40654E+08 0.35372E+08 25 0.33059E+07 0.0000 -0.12148E+09 0.12478E+09 0.12316E+09 27 0.38666E+07 0.0000 -0.12822E+09 0.13209E+09 0.13020E+09 36 0.15639E+08 0.16086E-03 -0.31702E+08 0.47341E+08 0.41778E+08 34 0.12203E+08 0.14330E-03 -0.32909E+08 0.45112E+08 0.40416E+08 37 0.38863E+07 0.26952E-02 -0.10333E+09 0.10722E+09 0.10533E+09 39 0.45848E+07 0.24779E-02 -0.10814E+09 0.11272E+09 0.11050E+09 48 0.74907E+07 0.52282E-03 -0.66186E+08 0.73677E+08 0.70232E+08 46 0.61563E+07 0.62420E-03 -0.65232E+08 0.71388E+08 0.68517E+08 Max= 0.21955E+08 0.30976E-02 -0.22582E+08 0.13209E+09 0.13020E+09 Min= 0.33059E+07 0.0000 -0.12822E+09 0.40654E+08 0.35372E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.56148E+07 0.83568E-03 -0.71523E+08 0.77138E+08 0.74489E+08 3 0.67848E+07 0.71157E-03 -0.73073E+08 0.79857E+08 0.76690E+08 12 0.13995E+08 0.15809E-03 -0.35426E+08 0.49421E+08 0.44121E+08 10 0.10993E+08 0.15344E-03 -0.36531E+08 0.47524E+08 0.43092E+08 13 0.37185E+07 0.30976E-02 -0.10800E+09 0.11171E+09 0.10990E+09 15 0.43760E+07 0.28715E-02 -0.11330E+09 0.11767E+09 0.11555E+09 24 0.21955E+08 0.0000 -0.22582E+08 0.44537E+08 0.38571E+08 22 0.16920E+08 0.0000 -0.23734E+08 0.40654E+08 0.35372E+08 25 0.33059E+07 0.0000 -0.12148E+09 0.12478E+09 0.12316E+09 27 0.38666E+07 0.0000 -0.12822E+09 0.13209E+09 0.13020E+09 36 0.15639E+08 0.16086E-03 -0.31702E+08 0.47341E+08 0.41778E+08 34 0.12203E+08 0.14330E-03 -0.32909E+08 0.45112E+08 0.40416E+08 37 0.38863E+07 0.26952E-02 -0.10333E+09 0.10722E+09 0.10533E+09 39 0.45848E+07 0.24779E-02 -0.10814E+09 0.11272E+09 0.11050E+09 48 0.74907E+07 0.52282E-03 -0.66186E+08 0.73677E+08 0.70232E+08 46 0.61563E+07 0.62420E-03 -0.65232E+08 0.71388E+08 0.68517E+08 Max= 0.21955E+08 0.30976E-02 -0.22582E+08 0.13209E+09 0.13020E+09 Min= 0.33059E+07 0.0000 -0.12822E+09 0.40654E+08 0.35372E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 50 SECTION ID = 50 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.10124E+09 -0.16770E-01 -0.61019E+06 0.10185E+09 0.10155E+09 3 0.11189E+09 -0.18321E-01 -0.68163E+06 0.11257E+09 0.11223E+09 12 0.80016E+08 -0.62101E-02 -0.95315E+06 0.80969E+08 0.80497E+08 10 0.72552E+08 -0.57290E-02 -0.85147E+06 0.73404E+08 0.72982E+08 13 0.74631E+08 -0.62899E-02 -0.82776E+06 0.75458E+08 0.75048E+08 15 0.82325E+08 -0.68238E-02 -0.92642E+06 0.83251E+08 0.82792E+08 24 0.10834E+08 0.0000 -0.70398E+07 0.17873E+08 0.15595E+08 22 0.10085E+08 0.0000 -0.61257E+07 0.16210E+08 0.14178E+08 25 0.12056E+08 0.0000 -0.51242E+07 0.17180E+08 0.15277E+08 27 0.12975E+08 0.0000 -0.58781E+07 0.18853E+08 0.16708E+08 36 0.10656E+07 0.49675E-02 -0.71573E+08 0.72639E+08 0.72112E+08 34 0.96708E+06 0.43573E-02 -0.63879E+08 0.64846E+08 0.64368E+08 37 0.99946E+06 0.39372E-02 -0.61810E+08 0.62809E+08 0.62315E+08 39 0.11010E+07 0.44927E-02 -0.69273E+08 0.70374E+08 0.69830E+08 48 0.75459E+06 0.14255E-01 -0.10107E+09 0.10183E+09 0.10145E+09 46 0.68319E+06 0.12599E-01 -0.90424E+08 0.91107E+08 0.90767E+08 Max= 0.11189E+09 0.14255E-01 -0.61019E+06 0.11257E+09 0.11223E+09 Min= 0.68319E+06 -0.18321E-01 -0.10107E+09 0.16210E+08 0.14178E+08 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.10124E+09 -0.16770E-01 -0.61019E+06 0.10185E+09 0.10155E+09 3 0.11189E+09 -0.18321E-01 -0.68163E+06 0.11257E+09 0.11223E+09 12 0.80016E+08 -0.62101E-02 -0.95315E+06 0.80969E+08 0.80497E+08 10 0.72552E+08 -0.57290E-02 -0.85147E+06 0.73404E+08 0.72982E+08


ANNEXES

401

13 0.74631E+08 -0.62899E-02 -0.82776E+06 0.75458E+08 0.75048E+08 15 0.82325E+08 -0.68238E-02 -0.92642E+06 0.83251E+08 0.82792E+08 24 0.10834E+08 0.0000 -0.70398E+07 0.17873E+08 0.15595E+08 22 0.10085E+08 0.0000 -0.61257E+07 0.16210E+08 0.14178E+08 25 0.12056E+08 0.0000 -0.51242E+07 0.17180E+08 0.15277E+08 27 0.12975E+08 0.0000 -0.58781E+07 0.18853E+08 0.16708E+08 36 0.10656E+07 0.49675E-02 -0.71573E+08 0.72639E+08 0.72112E+08 34 0.96708E+06 0.43573E-02 -0.63879E+08 0.64846E+08 0.64368E+08 37 0.99946E+06 0.39372E-02 -0.61810E+08 0.62809E+08 0.62315E+08 39 0.11010E+07 0.44927E-02 -0.69273E+08 0.70374E+08 0.69830E+08 48 0.75459E+06 0.14255E-01 -0.10107E+09 0.10183E+09 0.10145E+09 46 0.68319E+06 0.12599E-01 -0.90424E+08 0.91107E+08 0.90767E+08 Max= 0.11189E+09 0.14255E-01 -0.61019E+06 0.11257E+09 0.11223E+09 Min= 0.68319E+06 -0.18321E-01 -0.10107E+09 0.16210E+08 0.14178E+08 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 51 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.48367E+06 0.48367E+06 0.48367E+06 3 0.16450E+06 0.10996E-03 -0.42970E+07 0.44615E+07 0.43816E+07 9 41219. 0.76134E-02 -0.17148E+08 0.17190E+08 0.17169E+08 11 0.11044E+08 -0.19079E-02 -64004. 0.11108E+08 0.11076E+08 17 34685. 0.0000 -0.20379E+08 0.20414E+08 0.20396E+08 19 0.19413E+08 0.0000 -36410. 0.19450E+08 0.19431E+08 25 58875. 0.25954E-02 -0.12006E+08 0.12065E+08 0.12035E+08 27 0.16184E+08 -0.62374E-02 -43676. 0.16227E+08 0.16205E+08 33 0.33746E+07 -0.16353E-04 -0.20946E+06 0.35841E+07 0.34841E+07 35 0.24025E+06 0.14044E-03 -0.58842E+07 0.61244E+07 0.60079E+07 41 58777. 0.10502E-01 -0.24052E+08 0.24111E+08 0.24081E+08 43 0.15817E+08 -0.28079E-02 -89376. 0.15907E+08 0.15862E+08 49 49395. 0.0000 -0.28620E+08 0.28669E+08 0.28645E+08 51 0.27654E+08 0.0000 -51120. 0.27706E+08 0.27680E+08 57 84250. 0.35416E-02 -0.16780E+08 0.16864E+08 0.16822E+08 59 0.23087E+08 -0.90590E-02 -61233. 0.23148E+08 0.23118E+08 65 0.49615E+07 -0.30935E-04 -0.28493E+06 0.52464E+07 0.51099E+07 Max= 0.27654E+08 0.10502E-01 -36410. 0.28669E+08 0.28645E+08 Min= 0.0000 -0.90590E-02 -0.28620E+08 0.48367E+06 0.48367E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.48367E+06 0.48367E+06 0.48367E+06 3 0.16450E+06 0.10996E-03 -0.42970E+07 0.44615E+07 0.43816E+07 9 41219. 0.76134E-02 -0.17148E+08 0.17190E+08 0.17169E+08 11 0.11044E+08 -0.19079E-02 -64004. 0.11108E+08 0.11076E+08 17 34685. 0.0000 -0.20379E+08 0.20414E+08 0.20396E+08 19 0.19413E+08 0.0000 -36410. 0.19450E+08 0.19431E+08 25 58875. 0.25954E-02 -0.12006E+08 0.12065E+08 0.12035E+08 27 0.16184E+08 -0.62374E-02 -43676. 0.16227E+08 0.16205E+08 33 0.33746E+07 -0.16353E-04 -0.20946E+06 0.35841E+07 0.34841E+07 35 0.24025E+06 0.14044E-03 -0.58842E+07 0.61244E+07 0.60079E+07 41 58777. 0.10502E-01 -0.24052E+08 0.24111E+08 0.24081E+08 43 0.15817E+08 -0.28079E-02 -89376. 0.15907E+08 0.15862E+08 49 49395. 0.0000 -0.28620E+08 0.28669E+08 0.28645E+08 51 0.27654E+08 0.0000 -51120. 0.27706E+08 0.27680E+08 57 84250. 0.35416E-02 -0.16780E+08 0.16864E+08 0.16822E+08 59 0.23087E+08 -0.90590E-02 -61233. 0.23148E+08 0.23118E+08 65 0.49615E+07 -0.30935E-04 -0.28493E+06 0.52464E+07 0.51099E+07 Max= 0.27654E+08 0.10502E-01 -36410. 0.28669E+08 0.28645E+08 Min= 0.0000 -0.90590E-02 -0.28620E+08 0.48367E+06 0.48367E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 52 SECTION ID = 100


ANNEXES

402

ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 9 0.16380E-06 0.0000 0.0000 0.16380E-06 0.16380E-06 11 0.0000 0.0000 -0.16380E-06 0.16380E-06 0.16380E-06 17 0.23165E-06 0.0000 0.0000 0.23165E-06 0.23165E-06 19 0.0000 0.0000 -0.23165E-06 0.23165E-06 0.23165E-06 25 0.16380E-06 0.0000 0.0000 0.16380E-06 0.16380E-06 27 0.0000 0.0000 -0.16380E-06 0.16380E-06 0.16380E-06 33 0.0000 0.0000 0.0000 0.0000 0.0000 35 0.0000 0.0000 0.0000 0.0000 0.0000 41 0.23165E-06 0.0000 0.0000 0.23165E-06 0.23165E-06 43 0.0000 0.0000 -0.23165E-06 0.23165E-06 0.23165E-06 49 0.32761E-06 0.0000 0.0000 0.32761E-06 0.32761E-06 51 0.0000 0.0000 -0.32761E-06 0.32761E-06 0.32761E-06 57 0.23165E-06 0.0000 0.0000 0.23165E-06 0.23165E-06 59 0.0000 0.0000 -0.23165E-06 0.23165E-06 0.23165E-06 65 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.32761E-06 0.0000 0.0000 0.32761E-06 0.32761E-06 Min= 0.0000 0.0000 -0.32761E-06 0.0000 0.0000 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 9 0.16380E-06 0.0000 0.0000 0.16380E-06 0.16380E-06 11 0.0000 0.0000 -0.16380E-06 0.16380E-06 0.16380E-06 17 0.23165E-06 0.0000 0.0000 0.23165E-06 0.23165E-06 19 0.0000 0.0000 -0.23165E-06 0.23165E-06 0.23165E-06 25 0.16380E-06 0.0000 0.0000 0.16380E-06 0.16380E-06 27 0.0000 0.0000 -0.16380E-06 0.16380E-06 0.16380E-06 33 0.0000 0.0000 0.0000 0.0000 0.0000 35 0.0000 0.0000 0.0000 0.0000 0.0000 41 0.23165E-06 0.0000 0.0000 0.23165E-06 0.23165E-06 43 0.0000 0.0000 -0.23165E-06 0.23165E-06 0.23165E-06 49 0.32761E-06 0.0000 0.0000 0.32761E-06 0.32761E-06 51 0.0000 0.0000 -0.32761E-06 0.32761E-06 0.32761E-06 57 0.23165E-06 0.0000 0.0000 0.23165E-06 0.23165E-06 59 0.0000 0.0000 -0.23165E-06 0.23165E-06 0.23165E-06 65 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.32761E-06 0.0000 0.0000 0.32761E-06 0.32761E-06 Min= 0.0000 0.0000 -0.32761E-06 0.0000 0.0000 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 53 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.35018E+06 0.35018E+06 0.35018E+06 3 0.81281E+07 -0.17005E-02 -39364. 0.81675E+07 0.81479E+07 9 0.18059E+07 0.25963E-05 -0.17718E+06 0.19830E+07 0.19006E+07 11 0.96387E+07 -0.28849E-02 -33195. 0.96718E+07 0.96553E+07 17 52942. 0.0000 -0.60436E+07 0.60965E+07 0.60702E+07 19 0.53501E+07 0.0000 -59804. 0.54099E+07 0.53802E+07 25 30953. 0.36779E-02 -0.10337E+08 0.10368E+08 0.10352E+08 27 0.13011E+06 0.44273E-04 -0.24591E+07 0.25892E+07 0.25267E+07 33 36254. 0.22823E-02 -0.88254E+07 0.88616E+07 0.88436E+07 35 0.11639E+08 -0.25003E-02 -54979. 0.11694E+08 0.11667E+08 41 0.26865E+07 0.77999E-06 -0.23819E+06 0.29247E+07 0.28132E+07 43 0.13776E+08 -0.42147E-02 -46452. 0.13822E+08 0.13799E+08 49 76152. 0.0000 -0.84031E+07 0.84793E+07 0.84414E+07 51 0.77096E+07 0.0000 -83002. 0.77926E+07 0.77514E+07 57 44212. 0.50477E-02 -0.14474E+08 0.14518E+08 0.14496E+08 59 0.19158E+06 0.55053E-04 -0.33403E+07 0.35318E+07 0.34401E+07


ANNEXES

403

65 51871. 0.31161E-02 -0.12337E+08 0.12388E+08 0.12363E+08 Max= 0.13776E+08 0.50477E-02 -33195. 0.14518E+08 0.14496E+08 Min= 0.0000 -0.42147E-02 -0.14474E+08 0.35018E+06 0.35018E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.35018E+06 0.35018E+06 0.35018E+06 3 0.81281E+07 -0.17005E-02 -39364. 0.81675E+07 0.81479E+07 9 0.18059E+07 0.25963E-05 -0.17718E+06 0.19830E+07 0.19006E+07 11 0.96387E+07 -0.28849E-02 -33195. 0.96718E+07 0.96553E+07 17 52942. 0.0000 -0.60436E+07 0.60965E+07 0.60702E+07 19 0.53501E+07 0.0000 -59804. 0.54099E+07 0.53802E+07 25 30953. 0.36779E-02 -0.10337E+08 0.10368E+08 0.10352E+08 27 0.13011E+06 0.44273E-04 -0.24591E+07 0.25892E+07 0.25267E+07 33 36254. 0.22823E-02 -0.88254E+07 0.88616E+07 0.88436E+07 35 0.11639E+08 -0.25003E-02 -54979. 0.11694E+08 0.11667E+08 41 0.26865E+07 0.77999E-06 -0.23819E+06 0.29247E+07 0.28132E+07 43 0.13776E+08 -0.42147E-02 -46452. 0.13822E+08 0.13799E+08 49 76152. 0.0000 -0.84031E+07 0.84793E+07 0.84414E+07 51 0.77096E+07 0.0000 -83002. 0.77926E+07 0.77514E+07 57 44212. 0.50477E-02 -0.14474E+08 0.14518E+08 0.14496E+08 59 0.19158E+06 0.55053E-04 -0.33403E+07 0.35318E+07 0.34401E+07 65 51871. 0.31161E-02 -0.12337E+08 0.12388E+08 0.12363E+08 Max= 0.13776E+08 0.50477E-02 -33195. 0.14518E+08 0.14496E+08 Min= 0.0000 -0.42147E-02 -0.14474E+08 0.35018E+06 0.35018E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 54 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.11671E+07 0.11671E+07 0.11671E+07 3 0.24739E+08 -0.25071E-01 -25899. 0.24765E+08 0.24752E+08 9 0.19738E+07 0.11277E-04 -0.32462E+06 0.22984E+07 0.21545E+07 11 0.32637E+08 -0.57865E-01 -19632. 0.32657E+08 0.32647E+08 17 27746. 0.0000 -0.23093E+08 0.23120E+08 0.23107E+08 19 0.20762E+08 0.0000 -30862. 0.20792E+08 0.20777E+08 25 18322. 0.71587E-01 -0.34970E+08 0.34988E+08 0.34979E+08 27 0.15483E+06 0.10854E-03 -0.41382E+07 0.42931E+07 0.42178E+07 33 23668. 0.33179E-01 -0.27071E+08 0.27095E+08 0.27083E+08 35 0.35470E+08 -0.36957E-01 -36128. 0.35506E+08 0.35488E+08 41 0.32144E+07 0.11797E-04 -0.39867E+06 0.36131E+07 0.34311E+07 43 0.46639E+08 -0.84443E-01 -27476. 0.46666E+08 0.46653E+08 49 39828. 0.0000 -0.32175E+08 0.32215E+08 0.32195E+08 51 0.29844E+08 0.0000 -42939. 0.29887E+08 0.29866E+08 57 26167. 0.98297E-01 -0.48972E+08 0.48998E+08 0.48985E+08 59 0.23785E+06 0.11816E-03 -0.53878E+07 0.56256E+07 0.55106E+07 65 33900. 0.45166E-01 -0.37802E+08 0.37836E+08 0.37819E+08 Max= 0.46639E+08 0.98297E-01 -19632. 0.48998E+08 0.48985E+08 Min= 0.0000 -0.84443E-01 -0.48972E+08 0.11671E+07 0.11671E+07 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.11671E+07 0.11671E+07 0.11671E+07 3 0.24739E+08 -0.25071E-01 -25899. 0.24765E+08 0.24752E+08 9 0.19738E+07 0.11277E-04 -0.32462E+06 0.22984E+07 0.21545E+07 11 0.32637E+08 -0.57865E-01 -19632. 0.32657E+08 0.32647E+08 17 27746. 0.0000 -0.23093E+08 0.23120E+08 0.23107E+08 19 0.20762E+08 0.0000 -30862. 0.20792E+08 0.20777E+08 25 18322. 0.71587E-01 -0.34970E+08 0.34988E+08 0.34979E+08 27 0.15483E+06 0.10854E-03 -0.41382E+07 0.42931E+07 0.42178E+07 33 23668. 0.33179E-01 -0.27071E+08 0.27095E+08 0.27083E+08 35 0.35470E+08 -0.36957E-01 -36128. 0.35506E+08 0.35488E+08 41 0.32144E+07 0.11797E-04 -0.39867E+06 0.36131E+07 0.34311E+07


ANNEXES

404

43 0.46639E+08 -0.84443E-01 -27476. 0.46666E+08 0.46653E+08 49 39828. 0.0000 -0.32175E+08 0.32215E+08 0.32195E+08 51 0.29844E+08 0.0000 -42939. 0.29887E+08 0.29866E+08 57 26167. 0.98297E-01 -0.48972E+08 0.48998E+08 0.48985E+08 59 0.23785E+06 0.11816E-03 -0.53878E+07 0.56256E+07 0.55106E+07 65 33900. 0.45166E-01 -0.37802E+08 0.37836E+08 0.37819E+08 Max= 0.46639E+08 0.98297E-01 -19632. 0.48998E+08 0.48985E+08 Min= 0.0000 -0.84443E-01 -0.48972E+08 0.11671E+07 0.11671E+07 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 55 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.11249E+07 0.11249E+07 0.11249E+07 3 0.90857E+07 0.0000 0.0000 0.90857E+07 0.90857E+07 9 0.0000 0.0000 -0.20610E+06 0.20610E+06 0.20610E+06 11 0.12396E+08 0.0000 0.0000 0.12396E+08 0.12396E+08 17 0.0000 0.0000 -0.10036E+08 0.10036E+08 0.10036E+08 19 0.77864E+07 0.0000 0.0000 0.77864E+07 0.77864E+07 25 0.0000 0.0000 -0.14646E+08 0.14646E+08 0.14646E+08 27 0.0000 0.0000 -0.20437E+07 0.20437E+07 0.20437E+07 33 0.0000 0.0000 -0.11336E+08 0.11336E+08 0.11336E+08 35 0.13315E+08 0.0000 0.0000 0.13315E+08 0.13315E+08 41 0.17447E+06 0.0000 0.0000 0.17447E+06 0.17447E+06 43 0.17997E+08 0.0000 0.0000 0.17997E+08 0.17997E+08 49 0.0000 0.0000 -0.13727E+08 0.13727E+08 0.13727E+08 51 0.11478E+08 0.0000 0.0000 0.11478E+08 0.11478E+08 57 0.0000 0.0000 -0.20247E+08 0.20247E+08 0.20247E+08 59 0.0000 0.0000 -0.24243E+07 0.24243E+07 0.24243E+07 65 0.0000 0.0000 -0.15565E+08 0.15565E+08 0.15565E+08 Max= 0.17997E+08 0.0000 0.0000 0.20247E+08 0.20247E+08 Min= 0.0000 0.0000 -0.20247E+08 0.17447E+06 0.17447E+06 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 -0.11249E+07 0.11249E+07 0.11249E+07 3 0.90857E+07 0.0000 0.0000 0.90857E+07 0.90857E+07 9 0.0000 0.0000 -0.20610E+06 0.20610E+06 0.20610E+06 11 0.12396E+08 0.0000 0.0000 0.12396E+08 0.12396E+08 17 0.0000 0.0000 -0.10036E+08 0.10036E+08 0.10036E+08 19 0.77864E+07 0.0000 0.0000 0.77864E+07 0.77864E+07 25 0.0000 0.0000 -0.14646E+08 0.14646E+08 0.14646E+08 27 0.0000 0.0000 -0.20437E+07 0.20437E+07 0.20437E+07 33 0.0000 0.0000 -0.11336E+08 0.11336E+08 0.11336E+08 35 0.13315E+08 0.0000 0.0000 0.13315E+08 0.13315E+08 41 0.17447E+06 0.0000 0.0000 0.17447E+06 0.17447E+06 43 0.17997E+08 0.0000 0.0000 0.17997E+08 0.17997E+08 49 0.0000 0.0000 -0.13727E+08 0.13727E+08 0.13727E+08 51 0.11478E+08 0.0000 0.0000 0.11478E+08 0.11478E+08 57 0.0000 0.0000 -0.20247E+08 0.20247E+08 0.20247E+08 59 0.0000 0.0000 -0.24243E+07 0.24243E+07 0.24243E+07 65 0.0000 0.0000 -0.15565E+08 0.15565E+08 0.15565E+08 Max= 0.17997E+08 0.0000 0.0000 0.20247E+08 0.20247E+08 Min= 0.0000 0.0000 -0.20247E+08 0.17447E+06 0.17447E+06 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 56 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000


ANNEXES

405

9 0.0000 0.0000 0.0000 0.0000 0.0000 11 0.0000 0.0000 0.0000 0.0000 0.0000 17 0.0000 0.0000 0.0000 0.0000 0.0000 19 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.0000 0.0000 0.0000 0.0000 0.0000 27 0.0000 0.0000 0.0000 0.0000 0.0000 33 0.0000 0.0000 0.0000 0.0000 0.0000 35 0.0000 0.0000 0.0000 0.0000 0.0000 41 0.0000 0.0000 0.0000 0.0000 0.0000 43 0.0000 0.0000 0.0000 0.0000 0.0000 49 0.0000 0.0000 0.0000 0.0000 0.0000 51 0.0000 0.0000 0.0000 0.0000 0.0000 57 0.0000 0.0000 0.0000 0.0000 0.0000 59 0.0000 0.0000 0.0000 0.0000 0.0000 65 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.0000 0.0000 0.0000 0.0000 0.0000 Min= 0.0000 0.0000 0.0000 0.0000 0.0000 ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.0000 0.0000 0.0000 0.0000 0.0000 3 0.0000 0.0000 0.0000 0.0000 0.0000 9 0.0000 0.0000 0.0000 0.0000 0.0000 11 0.0000 0.0000 0.0000 0.0000 0.0000 17 0.0000 0.0000 0.0000 0.0000 0.0000 19 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.0000 0.0000 0.0000 0.0000 0.0000 27 0.0000 0.0000 0.0000 0.0000 0.0000 33 0.0000 0.0000 0.0000 0.0000 0.0000 35 0.0000 0.0000 0.0000 0.0000 0.0000 41 0.0000 0.0000 0.0000 0.0000 0.0000 43 0.0000 0.0000 0.0000 0.0000 0.0000 49 0.0000 0.0000 0.0000 0.0000 0.0000 51 0.0000 0.0000 0.0000 0.0000 0.0000 57 0.0000 0.0000 0.0000 0.0000 0.0000 59 0.0000 0.0000 0.0000 0.0000 0.0000 65 0.0000 0.0000 0.0000 0.0000 0.0000 Max= 0.0000 0.0000 0.0000 0.0000 0.0000 Min= 0.0000 0.0000 0.0000 0.0000 0.0000 STRESSES AT BEAM SECTION NODAL POINTS ELEMENT = 57 SECTION ID = 100 ELEMENT NODE = 1 SEC NODE S1 S2 S3 SINT SEQV 1 0.18400E+06 0.0000 0.0000 0.18400E+06 0.18400E+06 3 0.64900E+07 -0.33396E-03 -0.10891E+06 0.65990E+07 0.65452E+07 9 0.11915E+06 0.30138E-03 -0.59325E+07 0.60516E+07 0.59929E+07 11 0.14993E+08 -0.49323E-02 -47146. 0.15040E+08 0.15016E+08 17 48603. 0.0000 -0.14543E+08 0.14592E+08 0.14568E+08 19 0.14910E+08 0.0000 -47407. 0.14957E+08 0.14934E+08 25 48329. 0.47121E-02 -0.14626E+08 0.14674E+08 0.14650E+08 27 0.62936E+07 -0.29986E-03 -0.11231E+06 0.64059E+07 0.63505E+07 33 0.11534E+06 0.33325E-03 -0.61285E+07 0.62438E+07 0.61870E+07 35 0.91034E+07 -0.45896E-03 -0.15529E+06 0.92587E+07 0.91820E+07 41 0.16701E+06 0.43807E-03 -0.84645E+07 0.86315E+07 0.85492E+07 43 0.21127E+08 -0.68988E-02 -66915. 0.21194E+08 0.21160E+08 49 68482. 0.0000 -0.20643E+08 0.20712E+08 0.20678E+08 51 0.21010E+08 0.0000 -67286. 0.21077E+08 0.21044E+08 57 68097. 0.67381E-02 -0.20760E+08 0.20828E+08 0.20794E+08 59 0.88257E+07 -0.41159E-03 -0.16018E+06 0.89859E+07 0.89068E+07 65 0.16172E+06 0.48398E-03 -0.87418E+07 0.89035E+07 0.88238E+07 Max= 0.21127E+08 0.67381E-02 0.0000 0.21194E+08 0.21160E+08 Min= 48329. -0.68988E-02 -0.20760E+08 0.18400E+06 0.18400E+06


ANNEXES

406

ELEMENT NODE = 2 SEC NODE S1 S2 S3 SINT SEQV 1 0.18400E+06 0.0000 0.0000 0.18400E+06 0.18400E+06 3 0.64900E+07 -0.33396E-03 -0.10891E+06 0.65990E+07 0.65452E+07 9 0.11915E+06 0.30138E-03 -0.59325E+07 0.60516E+07 0.59929E+07 11 0.14993E+08 -0.49323E-02 -47146. 0.15040E+08 0.15016E+08 17 48603. 0.0000 -0.14543E+08 0.14592E+08 0.14568E+08 19 0.14910E+08 0.0000 -47407. 0.14957E+08 0.14934E+08 25 48329. 0.47121E-02 -0.14626E+08 0.14674E+08 0.14650E+08 27 0.62936E+07 -0.29986E-03 -0.11231E+06 0.64059E+07 0.63505E+07 33 0.11534E+06 0.33325E-03 -0.61285E+07 0.62438E+07 0.61870E+07 35 0.91034E+07 -0.45896E-03 -0.15529E+06 0.92587E+07 0.91820E+07 41 0.16701E+06 0.43807E-03 -0.84645E+07 0.86315E+07 0.85492E+07 43 0.21127E+08 -0.68988E-02 -66915. 0.21194E+08 0.21160E+08 49 68482. 0.0000 -0.20643E+08 0.20712E+08 0.20678E+08 51 0.21010E+08 0.0000 -67286. 0.21077E+08 0.21044E+08 57 68097. 0.67381E-02 -0.20760E+08 0.20828E+08 0.20794E+08 59 0.88257E+07 -0.41159E-03 -0.16018E+06 0.89859E+07 0.89068E+07 65 0.16172E+06 0.48398E-03 -0.87418E+07 0.89035E+07 0.88238E+07 Max= 0.21127E+08 0.67381E-02 0.0000 0.21194E+08 0.21160E+08 Min= 48329. -0.68988E-02 -0.20760E+08 0.18400E+06 0.18400E+06

portada volum iii

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