ejercicio 1
TRANSCRIPT
License #2003F
SAP2000 Analysis Report
Prepared by
Toshiba
Model Name: ejercicio 1.sdb
28 noviembre 2013
ejercicio 1.sdb SAP2000 v15.1.0 - License #2003F
Contents 28 noviembre 2013
Toshiba Page 2 of 3
Contents
1. Model geometry 3
1.1. Joint coordinates 3
1.2. Joint restraints 3
1.3. Element connectivity 3
2. Material properties 3
3. Section properties 3
3.1. Frames 3
4. Load patterns 3
4.1. Definitions 3
5. Load cases 3
5.1. Definitions 3
5.2. Static case load assignments 3
5.3. Response spectrum case load assignments 3
6. Structure results 3
6.1. Mass summary 3
6.2. Modal results 3
6.3. Base reactions 3
7. Joint results 3
8. Frame results 3
9. Material take-off 3
10. Design preferences 3
10.1. Steel design 3
10.2. Concrete design 3
10.3. Aluminum design 3
10.4. Cold formed design 3
List of Figures
Figure 1: Finite element model 3
Figure 2: Deformed shape 3
List of Tables
Table 1: Joint Coordinates 3
Table 2: Joint Restraint Assignments 3
Table 3: Connectivity - Frame 3
Table 4: Frame Section Assignments 3
Table 5: Material Properties 02 - Basic Mechanical Properties 3
Table 6: Material Properties 03a - Steel Data 3
Table 7: Material Properties 03b - Concrete Data 3
Table 8: Frame Section Properties 01 - General, Part 1 of 4 3
Table 8: Frame Section Properties 01 - General, Part 2 of 4 3
Table 8: Frame Section Properties 01 - General, Part 3 of 4 3
Table 8: Frame Section Properties 01 - General, Part 4 of 4 3
Table 9: Load Pattern Definitions 3
Table 10: Load Case Definitions 3
Table 11: Case - Static 1 - Load Assignments 3
Table 12: Function - Response Spectrum - User 3
Table 13: Assembled Joint Masses 3
Table 14: Modal Participating Mass Ratios 3
Table 15: Base Reactions 3
Table 16: Joint Displacements 3
Table 17: Joint Reactions 3
Table 18: Element Forces - Frames, Part 1 of 2 3
Table 18: Element Forces - Frames, Part 2 of 2 3
Table 19: Material List 2 - By Section Property 3
Table 20: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3 3
Table 20: Preferences - Steel Design - AISC360-05-IBC2006, Part 2 of 3 3
Table 20: Preferences - Steel Design - AISC360-05-IBC2006, Part 3 of 3 3
Table 21: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 3
Table 21: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2 3
Table 22: Preferences - Aluminum Design - AA-ASD 2000 3
Table 23: Preferences - Cold Formed Design - AISI-ASD96 3
1. Model geometry
This section provides model geometry information, including items such as joint coordinates, joint restraints, and element connectivity.
XYX
Z
Y
Z
X
Y
X
Z
Y
Z
Figure 1: Finite element model
1.1. Joint coordinates
Table 1: Joint Coordinates
Table 1: Joint Coordinates
Joint
CoordSys
CoordType
GlobalX
GlobalY
GlobalZ
m
m
m
1
GLOBAL
Cartesian
-6.00000
0.00000
0.00000
2
GLOBAL
Cartesian
0.00000
0.00000
0.00000
3
GLOBAL
Cartesian
6.00000
0.00000
0.00000
1.2. Joint restraints
Table 2: Joint Restraint Assignments
Table 2: Joint Restraint Assignments
Joint
U1
U2
U3
R1
R2
R3
1
No
No
Yes
No
No
No
3
Yes
Yes
Yes
Yes
Yes
Yes
1.3. Element connectivity
Table 3: Connectivity - Frame
Table 3: Connectivity - Frame
Frame
JointI
JointJ
Length
m
1
1
2
6.00000
2
2
3
6.00000
Table 4: Frame Section Assignments
Table 4: Frame Section Assignments
Frame
AnalSect
DesignSect
MatProp
1
FSEC1
N.A.
Default
2
FSEC1
N.A.
Default
2. Material properties
This section provides material property information for materials used in the model.
Table 5: Material Properties 02 - Basic Mechanical Properties
Table 5: Material Properties 02 - Basic Mechanical Properties
Material
UnitWeight
UnitMass
E1
G12
U12
A1
N/m3
Kg/m3
N/m2
N/m2
1/C
4000Psi
2.3563E+04
2.4028E+03
2.486E+10
1.036E+10
0.200000
9.9000E-06
A992Fy50
7.6973E+04
7.8490E+03
1.999E+11
7.690E+10
0.300000
1.1700E-05
Table 6: Material Properties 03a - Steel Data
Table 6: Material Properties 03a - Steel Data
Material
Fy
Fu
FinalSlope
N/m2
N/m2
A992Fy50
344737894.
448159263.
-0.100000
Table 7: Material Properties 03b - Concrete Data
Table 7: Material Properties 03b - Concrete Data
Material
Fc
FinalSlope
N/m2
4000Psi
27579031.56
-0.100000
3. Section properties
This section provides section property information for objects used in the model.
3.1. Frames
Table 8: Frame Section Properties 01 - General, Part 1 of 4
Table 8: Frame Section Properties 01 - General, Part 1 of 4
SectionName
Material
Shape
t3
t2
tf
tw
t2b
tfb
m
m
m
m
m
m
FSEC1
A992Fy50
I/Wide Flange
0.304800
0.127000
0.009652
0.006350
0.127000
0.009652
Table 8: Frame Section Properties 01 - General, Part 2 of 4
Table 8: Frame Section Properties 01 - General, Part 2 of 4
SectionName
Area
TorsConst
I33
I22
AS2
AS3
m2
m4
m4
m4
m2
m2
FSEC1
0.004265
9.651E-08
0.000066
3.301E-06
0.001935
0.002043
Table 8: Frame Section Properties 01 - General, Part 3 of 4
Table 8: Frame Section Properties 01 - General, Part 3 of 4
SectionName
S33
S22
Z33
Z22
R33
R22
m3
m3
m3
m3
m
m
FSEC1
0.000431
0.000052
0.000491
0.000081
0.124145
0.027823
Table 8: Frame Section Properties 01 - General, Part 4 of 4
Table 8: Frame Section Properties 01 - General, Part 4 of 4
SectionName
AMod
A2Mod
A3Mod
JMod
I2Mod
I3Mod
MMod
WMod
FSEC1
1.000000
1.000000
1.000000
1.000000
1.000000
1.000000
1.000000
1.000000
4. Load patterns
This section provides loading information as applied to the model.
4.1. Definitions
Table 9: Load Pattern Definitions
Table 9: Load Pattern Definitions
LoadPat
DesignType
SelfWtMult
AutoLoad
DEAD
DEAD
1.000000
5. Load cases
This section provides load case information.
5.1. Definitions
Table 10: Load Case Definitions
Table 10: Load Case Definitions
Case
Type
InitialCond
ModalCase
BaseCase
DesActOpt
DesignAct
DEAD
LinStatic
Zero
Prog Det
Non-Composite
MODAL
LinModal
Zero
Prog Det
Other
5.2. Static case load assignments
Table 11: Case - Static 1 - Load Assignments
Table 11: Case - Static 1 - Load Assignments
Case
LoadType
LoadName
LoadSF
DEAD
Load pattern
DEAD
1.000000
5.3. Response spectrum case load assignments
Table 12: Function - Response Spectrum - User
Table 12: Function - Response Spectrum - User
Name
Period
Accel
FuncDamp
Sec
UNIFRS
0.000000
1.000000
0.050000
UNIFRS
1.000000
1.000000
6. Structure results
This section provides structure results, including items such as structural periods and base reactions.
XYX
Z
Y
Z
X
Y
X
Z
Y
Z
Figure 2: Deformed shape
6.1. Mass summary
Table 13: Assembled Joint Masses
Table 13: Assembled Joint Masses
Joint
U1
U2
U3
R1
R2
R3
Kg
Kg
Kg
N-m-s2
N-m-s2
N-m-s2
1
100.42
100.42
100.42
0.00
0.00
0.00
2
200.83
200.83
200.83
0.00
0.00
0.00
3
100.42
100.42
100.42
0.00
0.00
0.00
6.2. Modal results
Table 14: Modal Participating Mass Ratios
Table 14: Modal Participating Mass Ratios
OutputCase
StepNum
Period
UX
UY
UZ
SumUX
SumUY
SumUZ
Sec
MODAL
1.000000
2.041467
0.00
0.75
0.00
0.00
0.75
0.00
MODAL
2.000000
0.396471
0.00
0.25
0.00
0.00
1.00
0.00
MODAL
3.000000
0.098411
0.00
0.00
1.00
0.00
1.00
1.00
MODAL
4.000000
0.009759
0.97
0.00
0.00
0.97
1.00
1.00
MODAL
5.000000
0.004042
2.860E-02
0.00
0.00
1.00
1.00
1.00
6.3. Base reactions
Table 15: Base Reactions
Table 15: Base Reactions
OutputCase
GlobalFX
GlobalFY
GlobalFZ
GlobalMX
GlobalMY
GlobalMZ
N
N
N
N-m
N-m
N-m
DEAD
0.00
0.00
4039.02
0.00
-100.00
0.00
7. Joint results
This section provides joint results, including items such as displacements and reactions.
Table 16: Joint Displacements
Table 16: Joint Displacements
Joint
OutputCase
U1
U2
U3
R1
R2
R3
m
m
m
Radians
Radians
Radians
1
DEAD
0.000000
0.000000
0.000000
0.000000
0.000928
0.000000
2
DEAD
0.000000
0.000000
-0.002822
0.000000
-0.000227
0.000000
3
DEAD
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
Table 17: Joint Reactions
Table 17: Joint Reactions
Joint
OutputCase
F1
F2
F3
M1
M2
M3
N
N
N
N-m
N-m
N-m
1
DEAD
0.00
0.00
1505.55
0.00
0.00
0.00
3
DEAD
0.00
0.00
2533.47
0.00
6067.50
0.00
8. Frame results
This section provides frame force results.
Table 18: Element Forces - Frames, Part 1 of 2
Table 18: Element Forces - Frames, Part 1 of 2
Frame
Station
OutputCase
P
V2
V3
m
N
N
N
1
0.00000
DEAD
0.00
-1505.55
0.00
1
0.50000
DEAD
0.00
-1341.42
0.00
1
1.00000
DEAD
0.00
-1177.30
0.00
1
1.50000
DEAD
0.00
-1013.17
0.00
1
2.00000
DEAD
0.00
-849.05
0.00
1
2.50000
DEAD
0.00
-679.92
0.00
1
3.00000
DEAD
0.00
-510.80
0.00
1
3.50000
DEAD
0.00
-341.67
0.00
1
4.00000
DEAD
0.00
-172.54
0.00
1
4.50000
DEAD
0.00
-3.42
0.00
1
5.00000
DEAD
0.00
165.71
0.00
1
5.50000
DEAD
0.00
334.83
0.00
1
6.00000
DEAD
0.00
503.96
0.00
2
0.00000
DEAD
0.00
503.96
0.00
2
0.50000
DEAD
0.00
673.08
0.00
2
1.00000
DEAD
0.00
842.21
0.00
2
1.50000
DEAD
0.00
1011.34
0.00
2
2.00000
DEAD
0.00
1180.46
0.00
2
2.50000
DEAD
0.00
1349.59
0.00
2
3.00000
DEAD
0.00
1518.71
0.00
2
3.50000
DEAD
0.00
1687.84
0.00
2
4.00000
DEAD
0.00
1856.96
0.00
2
4.50000
DEAD
0.00
2026.09
0.00
2
5.00000
DEAD
0.00
2195.22
0.00
2
5.50000
DEAD
0.00
2364.34
0.00
2
6.00000
DEAD
0.00
2533.47
0.00
Table 18: Element Forces - Frames, Part 2 of 2
Table 18: Element Forces - Frames, Part 2 of 2
Frame
Station
OutputCase
T
M2
M3
m
N-m
N-m
N-m
1
0.00000
DEAD
0.00
0.00
0.00
1
0.50000
DEAD
0.00
0.00
711.74
1
1.00000
DEAD
0.00
0.00
1341.42
1
1.50000
DEAD
0.00
0.00
1889.04
1
2.00000
DEAD
0.00
0.00
2354.60
1
2.50000
DEAD
0.00
0.00
2736.84
1
3.00000
DEAD
0.00
0.00
3034.52
1
3.50000
DEAD
0.00
0.00
3247.63
1
4.00000
DEAD
0.00
0.00
3376.19
1
4.50000
DEAD
0.00
0.00
3420.18
1
5.00000
DEAD
0.00
0.00
3379.61
1
5.50000
DEAD
0.00
0.00
3254.47
1
6.00000
DEAD
0.00
0.00
3044.77
2
0.00000
DEAD
0.00
0.00
3044.77
2
0.50000
DEAD
0.00
0.00
2750.51
2
1.00000
DEAD
0.00
0.00
2371.69
2
1.50000
DEAD
0.00
0.00
1908.30
2
2.00000
DEAD
0.00
0.00
1360.35
2
2.50000
DEAD
0.00
0.00
727.84
2
3.00000
DEAD
0.00
0.00
10.77
2
3.50000
DEAD
0.00
0.00
-790.87
2
4.00000
DEAD
0.00
0.00
-1677.07
2
4.50000
DEAD
0.00
0.00
-2647.84
2
5.00000
DEAD
0.00
0.00
-3703.16
2
5.50000
DEAD
0.00
0.00
-4843.05
2
6.00000
DEAD
0.00
0.00
-6067.50
9. Material take-off
This section provides a material take-off.
Table 19: Material List 2 - By Section Property
Table 19: Material List 2 - By Section Property
Section
ObjectType
NumPieces
TotalLength
TotalWeight
m
N
FSEC1
Frame
2
12.00000
3939.02
10. Design preferences
This section provides the design preferences for each type of design, which typically include material reduction factors, framing type, stress ratio limit, deflection limits, and other code specific items.
10.1. Steel design
Table 20: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3
Table 20: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3
FrameType
PatLLF
SRatioLimit
SDC
ImpFactor
SystemRho
SystemSds
SystemR
SystemCd
SMF
0.750000
0.950000
D
1.000000
1.000000
0.500000
8.000000
5.500000
Table 20: Preferences - Steel Design - AISC360-05-IBC2006, Part 2 of 3
Table 20: Preferences - Steel Design - AISC360-05-IBC2006, Part 2 of 3
Omega0
NLCoeff
PhiB
PhiC
PhiTY
PhiTF
PhiV
PhiVRolledI
PhiVT
3.000000
0.002000
0.900000
0.900000
0.900000
0.750000
0.900000
1.000000
0.900000
Table 20: Preferences - Steel Design - AISC360-05-IBC2006, Part 3 of 3
Table 20: Preferences - Steel Design - AISC360-05-IBC2006, Part 3 of 3
PlugWeld
HSSWelding
HSSReduceT
DLRat
SDLAndLLRat
LLRat
TotalRat
NetRat
Yes
ERW
No
120.000000
120.000000
360.000000
240.000000
240.000000
10.2. Concrete design
Table 21: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2
Table 21: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2
MinEccen
PatLLF
UFLimit
SeisCat
Yes
0.750000
0.950000
D
Table 21: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2
Table 21: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2
PhiT
PhiCTied
PhiCSpiral
PhiV
PhiVSeismic
PhiVJoint
0.900000
0.650000
0.700000
0.750000
0.600000
0.850000
10.3. Aluminum design
Table 22: Preferences - Aluminum Design - AA-ASD 2000
Table 22: Preferences - Aluminum Design - AA-ASD 2000
FrameType
SRatioLimit
LatFact
UseLatFact
Moment Frame
1.000000
1.333333
No
10.4. Cold formed design
Table 23: Preferences - Cold Formed Design - AISI-ASD96
Table 23: Preferences - Cold Formed Design - AISI-ASD96
FrameType
SRatioLimit
OmegaBS
OmegaBUS
OmegaBLTB
OmegaVS
OmegaVNS
OmegaT
OmegaC
Braced Frame
1.000000
1.670000
1.670000
1.670000
1.670000
1.500000
1.670000
1.800000