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  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    PROYECTO INSTALACION DE MONORRIEL EL LOS ESPESADORES DE ZINC RCS50 RCS30 - RCS -100 CHUNGAR ANIMON

    MEMORIA DESCRIPTIVA DE ESTRUCTURAS METALICAS

    1 UBICACIN Y DESCRIPCION

    La Planta Concentradora, se encuentra ubicada en la Unidad Minera Chungar de Volcn Compaa

    Minera S.A.A., a una altitud promedio de 4,600 msnm.

    El acceso a la unidad Minera desde la ciudad de Lima, se logra a travs de la Carretera Central Lima -

    La Oroya Cerro de Pasco, antes de llegar a la ciudad de Cerro de Pasco existe un desvi de carretera

    asfaltada hacia el distrito de Huayllay, desde ah hay un carretera afirmada hacia la unidad minera, el

    recorrido total de Lima Chungar es de 314 km. Existen otras rutas alternativas LimaCantaHuallay y la

    ruta Lima-Huaral- Huayllay.

    Para mejorar la produccion y el rendimiento y eficiencia de las celdas se necesita de la instalacion de

    un linea monorriel que permita la mayor productividad y eficiencia a la hora de algun deperfecto en los

    espesadores.

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    2 NORMAS APLICADAS

    Reglamento Nacional de Construcciones. Norma Tcnica de Edificacin E-020 "Cargas". Lima, 1985

    Reglamento Nacional de Construcciones. Norma Tcnica de Edificacin E-030 "Diseo Sismo Resistente". Lima, 2003.

    Reglamento Nacional de Construcciones. Norma Tcnica de Edificacin E-090 Estructuras Metlicas, Lima, 1989.

    Verificar en el Anexo SAP 2000 AISC ADS 89 ------------------------------------------------------------Formato PDF

    3 MATERIALES

    Perfiles Estructural A36 Norma Inglesa

    El acero A36 es una aleacin de acero al carbono de propsito general muy comnmente

    usado en los Estados Unidos, aunque existen muchos otros aceros, superiores en

    resistencia, cuya demanda est creciendo rpidamente.

    La denominacin A36 fue establecida por la ASTM (American Society for Testing and

    Materials.

    Acero estructural

    Perfiles y planchas (ASTM A36) fy= 2 500 kg/cm

    2

    Soldadura AWS E70XX

    Pernos de alta Resistencia A325

    Pernos de alta resistencia de alta resistencia especificados bajo las normas ASTM A325, que es fabricado bajo tratamiento trmico y con un acero temperado de medio carbono.

    4 PROCEDIMIENTO DE ANALISIS

    El anlisis de las estructuras de metlicas se hizo con el programa SAP 2000 Vs 15. Para

    el anlisis y la verificacin del refuerzo de las vigas y aceros y refuerzo de cartelas en una

    direccin se us la hoja de clculo vigas.xls. Las losas macizas, con refuerzo en dos

    direcciones ortogonales, fueron analizadas con el programa TEKLA ESTRUCTURES VS

    18. El anlisis de las estructuras metlicas se realiz con el programa SAP 2000 Vs 15.

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    En el anlisis se supuso comportamiento lineal y elstico. Los elementos de acero al

    carbono y se representaron con elementos lineales. Sus rigideces se determinaron

    ignorando el viento y el sobresfuerzo.

    Los edificios fueron analizados con modelos tridimensionales, suponiendo amarres

    perfectos frente a acciones en su plano.

    5 MODELO PARA EL ANALISIS

    Modelo en vista Isometrica

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    Modelo en vista Laretal con detalle de los Materiales ASTM A36

    6 MODELOACION Y RESULTADOS SEGN SAP 2000 VS 15

    1. Model geometry This section provides model geometry information, including items such as joint coordinates, joint restraints, and element connectivity.

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    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 0.00000 0.00000 16.29100

    2 GLOBAL Cartesian 0.00000 5.03823 16.29100

    3 GLOBAL Cartesian 6.60000 0.00000 16.29100

    4 GLOBAL Cartesian 6.60000 5.03823 16.29100

    5 GLOBAL Cartesian 13.92000 0.00000 16.29100

    6 GLOBAL Cartesian 13.92000 5.03823 16.29100

    7 GLOBAL Cartesian 20.35600 0.00000 16.29100

    8 GLOBAL Cartesian 20.35600 5.03823 16.29100

    9 GLOBAL Cartesian 26.27200 5.03823 16.29100

    10 GLOBAL Cartesian 26.27200 0.00000 16.29100

    11 GLOBAL Cartesian 0.00000 0.00000 0.00000

    12 GLOBAL Cartesian 0.00000 0.00000 10.89500

    13 GLOBAL Cartesian 4.24538 0.00000 10.89500

    14 GLOBAL Cartesian 26.27200 0.00000 10.89500

    XYY Z XZ

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    Table 1: Joint Coordinates

    Joint CoordSys CoordType GlobalX GlobalY GlobalZ

    m m m

    15 GLOBAL Cartesian 0.00000 0.00000 5.49900

    16 GLOBAL Cartesian 26.27200 0.00000 5.49900

    17 GLOBAL Cartesian 6.60000 0.00000 0.00000

    18 GLOBAL Cartesian 6.60000 0.00000 10.89500

    19 GLOBAL Cartesian 13.92000 0.00000 0.00000

    20 GLOBAL Cartesian 13.92000 0.00000 10.89500

    21 GLOBAL Cartesian 26.27200 0.00000 0.00000

    22 GLOBAL Cartesian 20.35600 0.00000 0.00000

    23 GLOBAL Cartesian 20.35600 0.00000 10.89500

    24 GLOBAL Cartesian 13.92000 0.00000 5.49900

    25 GLOBAL Cartesian 6.60000 0.00000 5.49900

    26 GLOBAL Cartesian 20.35600 0.00000 5.49900

    27 GLOBAL Cartesian 0.00000 5.03823 0.00000

    28 GLOBAL Cartesian 0.00000 5.03823 10.89500

    30 GLOBAL Cartesian 26.27200 5.03823 10.89500

    31 GLOBAL Cartesian 0.00000 5.03823 5.49900

    32 GLOBAL Cartesian 26.27200 5.03823 5.49900

    33 GLOBAL Cartesian 6.60000 5.03823 0.00000

    34 GLOBAL Cartesian 6.60000 5.03823 10.89500

    35 GLOBAL Cartesian 13.92000 5.03823 0.00000

    36 GLOBAL Cartesian 26.27200 5.03823 0.00000

    37 GLOBAL Cartesian 20.35600 5.03823 0.00000

    38 GLOBAL Cartesian 20.35600 5.03823 10.89500

    39 GLOBAL Cartesian 13.92000 5.03823 5.49900

    40 GLOBAL Cartesian 6.60000 5.03823 5.49900

    41 GLOBAL Cartesian 13.92000 5.03823 10.89500

    42 GLOBAL Cartesian 20.35600 5.03823 5.49900

    43 GLOBAL Cartesian 9.92722 0.00000 10.89500

    44 GLOBAL Cartesian -2.00000 2.51911 16.29100

    45 GLOBAL Cartesian 28.27200 2.51911 16.29100

    1.2. Joint restraints

    Table 2: Joint Restraint Assignments

    Table 2: Joint Restraint Assignments

    Joint U1 U2 U3 R1 R2 R3

    11 Yes Yes Yes Yes Yes Yes

    17 Yes Yes Yes Yes Yes Yes

    19 Yes Yes Yes Yes Yes Yes

    21 Yes Yes Yes Yes Yes Yes

    22 Yes Yes Yes Yes Yes Yes

    27 Yes Yes Yes Yes Yes Yes

    33 Yes Yes Yes Yes Yes Yes

    35 Yes Yes Yes Yes Yes Yes

    36 Yes Yes Yes Yes Yes Yes

    37 Yes Yes Yes Yes Yes Yes

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    1.3. Element connectivity

    Table 3: Connectivity - Frame

    Table 3: Connectivity - Frame

    Frame JointI JointJ Length

    m

    1 1 2 5.03823

    2 3 4 5.03823

    3 5 6 5.03823

    4 7 8 5.03823

    5 2 9 26.27200

    6 1 10 26.27200

    7 1 4 8.30324

    8 4 5 8.88629

    9 5 8 8.17348

    10 10 9 5.03823

    11 2 3 8.30324

    12 3 6 8.88629

    13 6 7 8.17348

    14 7 9 7.77064

    15 1 11 16.29100

    16 12 13 4.24538

    17 12 14 26.27200

    18 15 16 26.27200

    19 3 17 16.29100

    20 3 18 5.39600

    21 5 19 16.29100

    22 5 20 5.39600

    23 10 21 16.29100

    24 10 14 5.39600

    25 7 22 16.29100

    26 7 23 5.39600

    27 1 18 8.52507

    28 18 24 9.09391

    29 24 22 8.46529

    30 22 16 8.07701

    31 11 25 8.59063

    32 25 20 9.09391

    33 20 7 8.39874

    34 12 25 8.52507

    35 25 19 9.15540

    36 19 26 8.46529

    37 26 21 8.07701

    38 24 17 9.15540

    39 17 15 8.59063

    40 15 18 8.52507

    41 18 5 9.09391

    42 3 20 9.09391

    43 20 26 8.39874

    44 26 14 8.00724

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    Table 3: Connectivity - Frame

    Frame JointI JointJ Length

    m

    45 14 7 8.00724

    46 24 23 8.39874

    47 23 10 8.00724

    48 12 3 8.52507

    49 23 5 8.39874

    50 2 27 16.29100

    51 8 10 7.77064

    52 28 30 26.27200

    53 31 32 26.27200

    54 4 33 16.29100

    55 4 34 5.39600

    56 6 35 16.29100

    57 9 36 16.29100

    58 9 30 5.39600

    59 8 37 16.29100

    60 8 38 5.39600

    61 2 34 8.52507

    62 34 39 9.09391

    63 39 37 8.46529

    64 37 32 8.07701

    65 27 40 8.59063

    66 40 41 9.09391

    67 41 8 8.39874

    68 28 40 8.52507

    69 40 35 9.15540

    70 35 42 8.46529

    71 42 36 8.07701

    72 39 33 9.15540

    73 33 31 8.59063

    74 31 34 8.52507

    75 34 6 9.09391

    76 4 41 9.09391

    77 41 42 8.39874

    78 42 30 8.00724

    79 30 8 8.00724

    80 39 38 8.39874

    81 38 9 8.00724

    82 28 4 8.52507

    83 38 6 8.39874

    84 12 43 9.92722

    85 23 16 8.00724

    86 44 45 30.27200

    87 38 32 8.00724

    Table 4: Frame Section Assignments

    Table 4: Frame Section Assignments

    Frame AnalSect DesignSect MatProp

    1 W8X24 W8X24 Default

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    Table 4: Frame Section Assignments

    Frame AnalSect DesignSect MatProp

    2 W8X24 W8X24 Default

    3 W8X24 W8X24 Default

    4 W8X24 W8X24 Default

    5 W8X18 W8X18 Default

    6 W8X10 W8X10 Default

    7 HSS4X3X.375 HSS4X3X.375 Default

    8 HSS4X3X.375 HSS4X3X.375 Default

    9 HSS4X3X.375 HSS4X3X.375 Default

    10 W8X24 W8X24 Default

    11 HSS4X3X.375 HSS4X3X.375 Default

    12 HSS4X3X.375 HSS4X3X.375 Default

    13 HSS4X3X.375 HSS4X3X.375 Default

    14 HSS4X3X.375 HSS4X3X.375 Default

    15 W8X10 W8X10 Default

    16 W8X10 W8X10 Default

    17 W8X10 W8X10 Default

    18 W8X10 W8X10 Default

    19 W8X10 W8X10 Default

    20 W8X10 W8X10 Default

    21 W8X10 W8X10 Default

    22 W8X10 W8X10 Default

    23 W8X10 W8X10 Default

    24 W8X10 W8X10 Default

    25 W8X10 W8X10 Default

    26 W8X10 W8X10 Default

    27 W8X10 W8X10 Default

    28 W8X10 W8X10 Default

    29 W8X10 W8X10 Default

    30 W8X10 W8X10 Default

    31 W8X10 W8X10 Default

    32 W8X10 W8X10 Default

    33 W8X10 W8X10 Default

    34 W8X10 W8X10 Default

    35 W8X10 W8X10 Default

    36 W8X10 W8X10 Default

    37 W8X10 W8X10 Default

    38 W8X10 W8X10 Default

    39 W8X10 W8X10 Default

    40 W8X10 W8X10 Default

    41 W8X10 W8X10 Default

    42 W8X10 W8X10 Default

    43 W8X10 W8X10 Default

    44 W8X10 W8X10 Default

    45 W8X10 W8X10 Default

    46 W8X10 W8X10 Default

    47 W8X10 W8X10 Default

    48 W8X10 W8X10 Default

    49 W8X10 W8X10 Default

    50 W8X31 W8X31 Default

    51 HSS4X3X.375 HSS4X3X.375 Default

    52 W8X18 W8X18 Default

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    Table 4: Frame Section Assignments

    Frame AnalSect DesignSect MatProp

    53 W8X18 W8X18 Default

    54 W8X31 W8X31 Default

    55 W8X10 W8X10 Default

    56 W8X31 W8X31 Default

    57 W8X31 W8X31 Default

    58 W8X10 W8X10 Default

    59 W8X31 W8X31 Default

    60 W8X10 W8X10 Default

    61 HSS4X3X.375 HSS4X3X.375 Default

    62 HSS4X3X.375 HSS4X3X.375 Default

    63 HSS4X3X.375 HSS4X3X.375 Default

    64 HSS4X3X.375 HSS4X3X.375 Default

    65 HSS4X3X.375 HSS4X3X.375 Default

    66 HSS4X3X.375 HSS4X3X.375 Default

    67 HSS4X3X.375 HSS4X3X.375 Default

    68 HSS4X3X.375 HSS4X3X.375 Default

    69 HSS4X3X.375 HSS4X3X.375 Default

    70 HSS4X3X.375 HSS4X3X.375 Default

    71 HSS4X3X.375 HSS4X3X.375 Default

    72 HSS4X3X.375 HSS4X3X.375 Default

    73 HSS4X3X.375 HSS4X3X.375 Default

    74 HSS4X3X.375 HSS4X3X.375 Default

    75 HSS4X3X.375 HSS4X3X.375 Default

    76 HSS4X3X.375 HSS4X3X.375 Default

    77 HSS4X3X.375 HSS4X3X.375 Default

    78 HSS4X3X.375 HSS4X3X.375 Default

    79 HSS4X3X.375 HSS4X3X.375 Default

    80 HSS4X3X.375 HSS4X3X.375 Default

    81 HSS4X3X.375 HSS4X3X.375 Default

    82 HSS4X3X.375 HSS4X3X.375 Default

    83 HSS4X3X.375 HSS4X3X.375 Default

    84 W8X10 W8X10 Default

    85 W8X10 W8X10 Default

    86 W8X24 W8X24 Default

    87 HSS4X3X.375 HSS4X3X.375 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

    KN/m3 KN-s2/m4 KN/m2 KN/m2 1/C

    4000Psi 2.3563E+01 2.4028E+00 24855578.

    28

    10356490.

    95

    0.200000 9.9000E-06

    A992Fy50 7.6973E+01 7.8490E+00 199947978

    .8

    76903068.

    77

    0.300000 1.1700E-05

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    Table 5: Material Properties 02 - Basic Mechanical Properties

    Material UnitWeight UnitMass E1 G12 U12 A1

    KN/m3 KN-s2/m4 KN/m2 KN/m2 1/C

    MAT 7.6973E+01 7.8490E+00 199947978

    .8

    76903068.

    77

    0.300000 1.1700E-05

    Table 6: Material Properties 03a - Steel Data

    Table 6: Material Properties 03a - Steel Data

    Material Fy Fu FinalSlope

    KN/m2 KN/m2

    A992Fy50 344737.89 448159.26 -0.100000

    MAT 248211.28 399895.96 -0.100000

    Table 7: Material Properties 03b - Concrete Data

    Table 7: Material Properties 03b - Concrete

    Data

    Material Fc FinalSlope

    KN/m2

    4000Psi 27579.03 -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

    HSS4X3X.125 A992Fy50 Box/Tube 0.101600 0.076200 0.002946 0.002946

    HSS4X3X.1875 A992Fy50 Box/Tube 0.101600 0.076200 0.004420 0.004420

    HSS4X3X.250 A992Fy50 Box/Tube 0.101600 0.076200 0.005918 0.005918

    HSS4X3X.3125 A992Fy50 Box/Tube 0.101600 0.076200 0.007391 0.007391

    HSS4X3X.375 A992Fy50 Box/Tube 0.101600 0.076200 0.008865 0.008865

    W8X10 A992Fy50 I/Wide Flange 0.200406 0.100076 0.005207 0.004318 0.100076 0.005207

    W8X13 A992Fy50 I/Wide Flange 0.202946 0.101600 0.006477 0.005842 0.101600 0.006477

    W8X15 A992Fy50 I/Wide Flange 0.205994 0.101854 0.008001 0.006223 0.101854 0.008001

    W8X18 A992Fy50 I/Wide Flange 0.206756 0.133350 0.008382 0.005842 0.133350 0.008382

    W8X21 A992Fy50 I/Wide Flange 0.210312 0.133858 0.010160 0.006350 0.133858 0.010160

    W8X24 A992Fy50 I/Wide Flange 0.201422 0.165100 0.010160 0.006223 0.165100 0.010160

    W8X28 A992Fy50 I/Wide Flange 0.204724 0.166116 0.011811 0.007239 0.166116 0.011811

    W8X31 A992Fy50 I/Wide Flange 0.203200 0.203200 0.011049 0.007239 0.203200 0.011049

    W8X35 A992Fy50 I/Wide Flange 0.206248 0.203708 0.012573 0.007874 0.203708 0.012573

    W8X40 A992Fy50 I/Wide Flange 0.209550 0.204978 0.014224 0.009144 0.204978 0.014224

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    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

    W8X48 A992Fy50 I/Wide Flange 0.215900 0.205994 0.017399 0.010160 0.205994 0.017399

    W8X58 A992Fy50 I/Wide Flange 0.222250 0.208788 0.020574 0.012954 0.208788 0.020574

    W8X67 A992Fy50 I/Wide Flange 0.228600 0.210312 0.023749 0.014478 0.210312 0.023749

    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

    HSS4X3X.125 0.000994 1.823E-06 1.465E-06 9.448E-07 0.000599 0.000449

    HSS4X3X.1875 0.001445 2.606E-06 2.052E-06 1.315E-06 0.000898 0.000674

    HSS4X3X.250 0.001877 3.313E-06 2.560E-06 1.627E-06 0.001203 0.000902

    HSS4X3X.3125 0.002271 3.917E-06 2.972E-06 1.881E-06 0.001502 0.001126

    HSS4X3X.375 0.002639 4.412E-06 3.301E-06 2.085E-06 0.001801 0.001351

    W8X10 0.001910 1.773E-08 0.000013 8.699E-07 0.000865 0.000868

    W8X13 0.002477 3.625E-08 0.000016 1.136E-06 0.001186 0.001097

    W8X15 0.002865 5.702E-08 0.000020 1.419E-06 0.001282 0.001358

    W8X18 0.003394 7.159E-08 0.000026 3.317E-06 0.001208 0.001863

    W8X21 0.003974 1.174E-07 0.000031 4.067E-06 0.001335 0.002267

    W8X24 0.004568 1.440E-07 0.000034 7.617E-06 0.001253 0.002796

    W8X28 0.005316 2.235E-07 0.000041 9.032E-06 0.001482 0.003270

    W8X31 0.005884 2.231E-07 0.000046 0.000015 0.001471 0.003742

    W8X35 0.006645 3.201E-07 0.000053 0.000018 0.001624 0.004269

    W8X40 0.007548 4.662E-07 0.000061 0.000020 0.001916 0.004859

    W8X48 0.009097 8.158E-07 0.000077 0.000025 0.002194 0.005973

    W8X58 0.011032 1.386E-06 0.000095 0.000031 0.002879 0.007159

    W8X67 0.012710 2.102E-06 0.000113 0.000037 0.003310 0.008324

    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

    HSS4X3X.125 0.000029 0.000025 0.000035 0.000028 0.038401 0.030838

    HSS4X3X.1875 0.000040 0.000035 0.000049 0.000040 0.037682 0.030168

    HSS4X3X.250 0.000050 0.000043 0.000062 0.000051 0.036925 0.029443

    HSS4X3X.3125 0.000059 0.000049 0.000074 0.000060 0.036175 0.028783

    HSS4X3X.375 0.000065 0.000055 0.000084 0.000068 0.035368 0.028112

    W8X10 0.000128 0.000017 0.000145 0.000027 0.081934 0.021343

    W8X13 0.000162 0.000022 0.000187 0.000035 0.081567 0.021417

    W8X15 0.000194 0.000028 0.000223 0.000044 0.083515 0.022260

    W8X18 0.000249 0.000050 0.000279 0.000076 0.087134 0.031266

    W8X21 0.000298 0.000061 0.000334 0.000093 0.088806 0.031988

    W8X24 0.000342 0.000092 0.000379 0.000140 0.086810 0.040836

    W8X28 0.000398 0.000109 0.000446 0.000166 0.087596 0.041219

    W8X31 0.000451 0.000152 0.000498 0.000231 0.088213 0.051230

    W8X35 0.000513 0.000174 0.000569 0.000264 0.089190 0.051656

    W8X40 0.000580 0.000199 0.000652 0.000303 0.089726 0.052033

    W8X48 0.000709 0.000246 0.000803 0.000375 0.091756 0.052788

    W8X58 0.000854 0.000299 0.000980 0.000457 0.092748 0.053230

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    Table 8: Frame Section Properties 01 - General, Part 3 of 4

    SectionName S33 S22 Z33 Z22 R33 R22

    m3 m3 m3 m3 m m

    W8X67 0.000991 0.000351 0.001149 0.000536 0.094381 0.053866

    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

    HSS4X3X.125 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

    HSS4X3X.1875 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

    HSS4X3X.250 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

    HSS4X3X.3125 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

    HSS4X3X.375 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

    W8X10 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

    W8X13 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

    W8X15 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

    W8X18 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

    W8X21 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

    W8X24 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

    W8X28 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

    W8X31 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

    W8X35 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

    W8X40 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

    W8X48 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

    W8X58 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

    W8X67 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

    3.2. Solids

    Table 9: Solid Property Definitions

    Table 9: Solid Property Definitions

    SolidProp Material MatAngleA MatAngleB MatAngleC

    Degrees Degrees Degrees

    SOLID1 4000Psi 0.000 0.000 0.000

    4. Load patterns This section provides loading information as applied to the model.

    4.1. Definitions

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    Table 10: Load Pattern Definitions

    Table 10: Load Pattern Definitions

    LoadPat DesignType SelfWtMult AutoLoad

    DEAD DEAD 1.000000

    VIVA LIVE 0.000000

    5. Load cases This section provides load case information.

    5.1. Definitions

    Table 11: Load Case Definitions

    Table 11: Load Case Definitions

    Case Type InitialCond ModalCase BaseCase DesActOpt DesignAct

    DEAD LinStatic Zero Prog Det Non-

    Composite

    MODAL LinModal Zero Prog Det Other

    VIVA LinStatic Zero Prog Det Short-Term

    Composite

    5.2. Static case load assignments

    Table 12: Case - Static 1 - Load Assignments

    Table 12: Case - Static 1 - Load Assignments

    Case LoadType LoadName LoadSF

    DEAD Load pattern DEAD 1.000000

    VIVA Load pattern VIVA 1.000000

    5.3. Response spectrum case load assignments

    Table 13: Function - Response Spectrum - User

    Table 13: Function - Response Spectrum - User

    Name Period Accel FuncDamp

    Sec

    UNIFRS 0.000000 1.000000 0.050000

    UNIFRS 1.000000 1.000000

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    6. Load combinations This section provides load combination information.

    Table 14: Combination Definitions

    Table 14: Combination Definitions

    ComboName ComboType CaseName ScaleFactor

    DSTL1 Linear Add DEAD 1.400000

    DSTL2 Linear Add DEAD 1.200000

    DSTL2 VIVA 1.600000

    DSTL3 Linear Add DEAD 1.000000

    DSTL4 Linear Add DEAD 1.000000

    DSTL4 VIVA 1.000000

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    7. Structure results This section provides structure results, including items such as structural periods and base reactions.

    Figure 2: Deformed shape

    7.1. Mass summary

    Table 15: Assembled Joint Masses

    Table 15: Assembled Joint Masses

    Joint U1 U2 U3 R1 R2 R3

    KN-s2/m KN-s2/m KN-s2/m KN-m-s2 KN-m-s2 KN-m-s2

    1 0.33 0.33 0.33 0.0000 0.0000 0.0000

    2 0.48 0.48 0.48 0.0000 0.0000 0.0000

    3 0.59 0.59 0.59 0.0000 0.0000 0.0000

    4 0.80 0.80 0.80 0.0000 0.0000 0.0000

    5 0.58 0.58 0.58 0.0000 0.0000 0.0000

    6 0.76 0.76 0.76 0.0000 0.0000 0.0000

    7 0.55 0.55 0.55 0.0000 0.0000 0.0000

    8 0.75 0.75 0.75 0.0000 0.0000 0.0000

    9 0.50 0.50 0.50 0.0000 0.0000 0.0000

    10 0.36 0.36 0.36 0.0000 0.0000 0.0000

    XYY Z XZ

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    Table 15: Assembled Joint Masses

    Joint U1 U2 U3 R1 R2 R3

    KN-s2/m KN-s2/m KN-s2/m KN-m-s2 KN-m-s2 KN-m-s2

    11 0.11 0.11 0.11 0.0000 0.0000 0.0000

    12 0.30 0.30 0.30 0.0000 0.0000 0.0000

    13 0.13 0.13 0.13 0.0000 0.0000 0.0000

    14 0.29 0.29 0.29 0.0000 0.0000 0.0000

    15 0.26 0.26 0.26 0.0000 0.0000 0.0000

    16 0.25 0.25 0.25 0.0000 0.0000 0.0000

    17 0.17 0.17 0.17 0.0000 0.0000 0.0000

    18 0.47 0.47 0.47 0.0000 0.0000 0.0000

    19 0.17 0.17 0.17 0.0000 0.0000 0.0000

    20 0.46 0.46 0.46 0.0000 0.0000 0.0000

    21 0.10 0.10 0.10 0.0000 0.0000 0.0000

    22 0.17 0.17 0.17 0.0000 0.0000 0.0000

    23 0.46 0.46 0.46 0.0000 0.0000 0.0000

    24 0.45 0.45 0.45 0.0000 0.0000 0.0000

    25 0.45 0.45 0.45 0.0000 0.0000 0.0000

    26 0.42 0.42 0.42 0.0000 0.0000 0.0000

    27 0.22 0.22 0.22 0.0000 0.0000 0.0000

    28 0.51 0.51 0.51 0.0000 0.0000 0.0000

    30 0.53 0.53 0.53 0.0000 0.0000 0.0000

    31 0.52 0.52 0.52 0.0000 0.0000 0.0000

    32 0.50 0.50 0.50 0.0000 0.0000 0.0000

    33 0.31 0.31 0.31 0.0000 0.0000 0.0000

    34 0.84 0.84 0.84 0.0000 0.0000 0.0000

    35 0.31 0.31 0.31 0.0000 0.0000 0.0000

    36 0.21 0.21 0.21 0.0000 0.0000 0.0000

    37 0.30 0.30 0.30 0.0000 0.0000 0.0000

    38 0.79 0.79 0.79 0.0000 0.0000 0.0000

    39 0.80 0.80 0.80 0.0000 0.0000 0.0000

    40 0.80 0.80 0.80 0.0000 0.0000 0.0000

    41 0.79 0.79 0.79 0.0000 0.0000 0.0000

    42 0.76 0.76 0.76 0.0000 0.0000 0.0000

    43 7.980E-02 7.980E-02 7.980E-02 0.0000 0.0000 0.0000

    44 0.54 0.54 0.54 0.0000 0.0000 0.0000

    45 0.54 0.54 0.54 0.0000 0.0000 0.0000

    7.2. Modal results

    Table 16: Modal Participating Mass Ratios

    Table 16: Modal Participating Mass Ratios

    OutputCase StepNum Period UX UY UZ SumUX SumUY SumUZ

    Sec

    MODAL 1.000000 -

    587667667

    0.00000 0.03075 0.00000 0.00000 0.03075 0.00000

    MODAL 2.000000 415582459

    .

    0.00000 0.00000 0.03076 0.00000 0.03075 0.03076

    MODAL 3.000000 6545747.4

    3

    0.06151 0.00000 0.00000 0.06151 0.03075 0.03076

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    Table 16: Modal Participating Mass Ratios

    OutputCase StepNum Period UX UY UZ SumUX SumUY SumUZ

    Sec

    MODAL 4.000000 4628685.9

    5

    0.00000 0.03076 0.00000 0.06151 0.06151 0.03076

    MODAL 5.000000 4628255.2

    8

    0.00000 0.00000 0.03075 0.06151 0.06151 0.06151

    MODAL 6.000000 -

    587667667

    1.187E-08 0.02911 5.174E-10 0.06151 0.09062 0.06151

    MODAL 7.000000 415582459

    .

    4.643E-08 4.682E-05 0.03064 0.06151 0.09066 0.09215

    MODAL 8.000000 -

    587667667

    1.281E-06 0.08285 2.547E-07 0.06151 0.17352 0.09215

    MODAL 9.000000 -

    587667667

    2.652E-05 0.00065 6.690E-07 0.06154 0.17416 0.09215

    MODAL 10.000000 -

    587667667

    0.00053 0.03841 5.211E-06 0.06207 0.21258 0.09216

    MODAL 11.000000 -

    587667667

    0.02676 0.00154 1.613E-06 0.08883 0.21411 0.09216

    MODAL 12.000000 -

    587667667

    0.00162 0.00097 1.767E-05 0.09044 0.21508 0.09218

    7.3. Base reactions

    Table 17: Base Reactions

    Table 17: Base Reactions

    OutputCase GlobalFX GlobalFY GlobalFZ GlobalMX GlobalMY GlobalMZ

    KN KN KN KN-m KN-m KN-m

    DEAD -1.696E-13 -1.801E-12 182.647 567.2422 -2432.6243 -2.210E-11

    VIVA 0.000 0.000 0.000 0.0000 0.0000 0.0000

    8. Joint results This section provides joint results, including items such as displacements and reactions.

    Table 18: Joint Displacements

    Table 18: Joint Displacements

    Joint OutputCase U1 U2 U3 R1 R2 R3

    m m m Radians Radians Radians

    1 DEAD -0.000013 -0.004144 -0.000255 -0.000456 0.000408 -1.041E-06

    1 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    2 DEAD 3.939E-06 -0.004144 -0.000135 0.000501 0.000252 8.625E-07

    2 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    3 DEAD -0.000014 -0.004165 -0.000299 -0.000675 0.000013 -7.269E-06

    3 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    4 DEAD 4.424E-07 -0.004164 -0.000175 0.000702 0.000015 1.628E-06

    4 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    5 DEAD -0.000017 -0.004185 -0.000295 -0.000672 -0.000052 -1.102E-06

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    Table 18: Joint Displacements

    Joint OutputCase U1 U2 U3 R1 R2 R3

    m m m Radians Radians Radians

    5 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    6 DEAD -3.784E-06 -0.004184 -0.000181 0.000698 -0.000048 -4.098E-06

    6 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    7 DEAD -0.000017 -0.004200 -0.000267 -0.000637 -5.789E-06 2.802E-06

    7 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    8 DEAD -5.793E-06 -0.004200 -0.000164 0.000659 -2.398E-06 -7.057E-06

    8 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    9 DEAD -7.664E-06 -0.004212 -0.000128 0.000481 -0.000173 -5.548E-06

    9 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    10 DEAD -0.000017 -0.004212 -0.000208 -0.000449 -0.000242 -4.479E-06

    10 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    11 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    11 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    12 DEAD -0.000047 -0.004494 -0.000215 0.000295 0.000240 -0.000035

    12 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    13 DEAD -0.000040 -0.004744 -0.000691 0.000272 -0.000146 -0.000071

    13 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    14 DEAD 0.000043 -0.004736 -0.000187 0.000215 -0.000109 -0.000039

    14 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    15 DEAD -0.000077 -0.001861 -0.000131 0.000556 0.000220 -0.000058

    15 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    16 DEAD 0.000068 -0.002075 -0.000114 0.000600 -0.000186 0.000022

    16 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    17 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    17 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    18 DEAD -0.000033 -0.004901 -0.000267 0.000252 -0.000027 -0.000057

    18 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    19 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    19 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    20 DEAD -8.440E-06 -0.005071 -0.000258 0.000233 -0.000031 9.283E-06

    20 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    21 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    21 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    22 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    22 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    23 DEAD 0.000019 -0.004907 -0.000233 0.000242 7.284E-06 0.000044

    23 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    24 DEAD -2.960E-07 -0.002238 -0.000144 0.000637 -0.000039 1.008E-06

    24 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    25 DEAD -0.000030 -0.002126 -0.000147 0.000607 0.000011 -0.000031

    25 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    26 DEAD 0.000029 -0.002158 -0.000128 0.000614 1.447E-06 0.000017

    26 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    27 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    27 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    28 DEAD -0.000028 -0.001844 -0.000115 0.000345 0.000097 0.000072

    28 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    30 DEAD 0.000026 -0.001940 -0.000112 0.000352 -0.000071 -0.000072

    30 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    31 DEAD -0.000040 -0.000458 -0.000071 0.000168 0.000148 0.000032

    31 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    Table 18: Joint Displacements

    Joint OutputCase U1 U2 U3 R1 R2 R3

    m m m Radians Radians Radians

    32 DEAD 0.000039 -0.000498 -0.000069 0.000179 -0.000122 -0.000031

    32 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    33 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    33 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    34 DEAD -0.000015 -0.001438 -0.000151 0.000341 0.000016 0.000037

    34 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    35 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    35 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    36 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    36 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    37 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    37 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    38 DEAD 0.000013 -0.001561 -0.000141 0.000344 -9.551E-06 -0.000047

    38 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    39 DEAD 9.711E-08 -0.000237 -0.000089 0.000110 -0.000032 -6.009E-06

    39 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    40 DEAD -0.000017 -0.000264 -0.000088 0.000116 0.000015 0.000018

    40 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    41 DEAD -7.969E-07 -0.001415 -0.000150 0.000348 -0.000022 -0.000012

    41 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    42 DEAD 0.000017 -0.000321 -0.000082 0.000132 -2.784E-06 -0.000023

    42 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    43 DEAD -0.000026 -0.005041 -0.000698 0.000246 0.000091 -0.000029

    43 VIVA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

    44 DEAD 0.000000 0.000000 -1.064E+13 0.000000 1.417E+15 0.000000

    44 VIVA 0.000000 0.000000 -3.000E+12 0.000000 0.000000 0.000000

    45 DEAD 0.000000 0.000000 -4.291E+16 0.000000 1.417E+15 0.000000

    45 VIVA 0.000000 0.000000 -3.000E+12 0.000000 0.000000 0.000000

    Table 19: Joint Reactions

    Table 19: Joint Reactions

    Joint OutputCase F1 F2 F3 M1 M2 M3

    KN KN KN KN-m KN-m KN-m

    11 DEAD 4.108 5.335E-03 13.469 -0.0377 -0.4685 0.0103

    11 VIVA 0.000 0.000 0.000 0.0000 0.0000 0.0000

    17 DEAD 2.078 8.801E-03 14.813 -0.0519 0.0168 1.634E-04

    17 VIVA 0.000 0.000 0.000 0.0000 0.0000 0.0000

    19 DEAD -0.071 9.476E-03 15.086 -0.0553 0.1248 0.0010

    19 VIVA 0.000 0.000 0.000 0.0000 0.0000 0.0000

    21 DEAD -3.857 6.988E-03 12.413 -0.0446 0.4000 -0.0117

    21 VIVA 0.000 0.000 0.000 0.0000 0.0000 0.0000

    22 DEAD -2.273 9.512E-03 14.163 -0.0570 -0.0785 9.421E-05

    22 VIVA 0.000 0.000 0.000 0.0000 0.0000 0.0000

    27 DEAD 3.555 -8.323E-04 19.988 -0.0969 -0.4215 -2.700E-04

    27 VIVA 0.000 0.000 0.000 0.0000 0.0000 0.0000

    33 DEAD 1.792 -0.014 24.253 -0.0395 -0.0770 -7.989E-04

    33 VIVA 0.000 0.000 0.000 0.0000 0.0000 0.0000

    35 DEAD 0.046 -0.017 24.962 -0.0271 0.1133 2.701E-04

    35 VIVA 0.000 0.000 0.000 0.0000 0.0000 0.0000

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    Table 19: Joint Reactions

    Joint OutputCase F1 F2 F3 M1 M2 M3

    KN KN KN KN-m KN-m KN-m

    36 DEAD -3.519 1.269E-03 19.853 -0.1103 0.3555 -1.980E-04

    36 VIVA 0.000 0.000 0.000 0.0000 0.0000 0.0000

    37 DEAD -1.860 -0.010 23.646 -0.0589 0.0483 9.915E-04

    37 VIVA 0.000 0.000 0.000 0.0000 0.0000 0.0000

    9. Frame results This section provides frame force results.

    Table 20: Element Forces - Frames, Part 1 of 4

    Table 20: Element Forces - Frames, Part 1 of 4

    Frame Station OutputCase P V2 V3

    m KN KN KN

    1 0.00000 DEAD 0.053 -0.881 2.346E-03

    1 0.45802 DEAD 0.053 -0.720 2.346E-03

    1 0.91604 DEAD 0.053 -0.559 2.346E-03

    1 1.37406 DEAD 0.053 -0.398 2.346E-03

    1 1.83208 DEAD 0.053 -0.237 2.346E-03

    1 2.29010 DEAD 0.053 -0.076 2.346E-03

    1 2.74812 DEAD 0.053 0.085 2.346E-03

    1 3.20614 DEAD 0.053 0.246 2.346E-03

    1 3.66417 DEAD 0.053 0.407 2.346E-03

    1 4.12219 DEAD 0.053 0.568 2.346E-03

    1 4.58021 DEAD 0.053 0.729 2.346E-03

    1 5.03823 DEAD 0.053 0.890 2.346E-03

    1 0.00000 VIVA 0.000 0.000 0.000

    1 0.45802 VIVA 0.000 0.000 0.000

    1 0.91604 VIVA 0.000 0.000 0.000

    1 1.37406 VIVA 0.000 0.000 0.000

    1 1.83208 VIVA 0.000 0.000 0.000

    1 2.29010 VIVA 0.000 0.000 0.000

    1 2.74812 VIVA 0.000 0.000 0.000

    1 3.20614 VIVA 0.000 0.000 0.000

    1 3.66417 VIVA 0.000 0.000 0.000

    1 4.12219 VIVA 0.000 0.000 0.000

    1 4.58021 VIVA 0.000 0.000 0.000

    1 5.03823 VIVA 0.000 0.000 0.000

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    7 GRAFICAS SAP

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    8 CONCLUSIONES

    Bajo las normas internaciones ASTM, se procedera a la fabricacon y montaje de los perfiles

    estructurales siendo que se determino por el analisis estructural que los perfiles mencionados

    en el anteproyecto cumplen con las normas y los estandares de contruccion en acero.

    Se aplicara la union de torque de los pernos indicados bajo tablas de equivalencia y verifcandose

    en el campo para realizar la uniones estructurales.

    Se realizara el habilitado con soldadores calificados en las posiciones 3G, 4G y 6G segn

    requerimiento de las estrucuras metalicas de acero al cabono.

    9 RECOMENDACIONES

    Para cumplir con los tiempos estimados y la caliad de los servicios se debe de contar con el apoyo

    de un camnion grua, durante 06 dias como minimo.

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    Se comenzara con los trabajos previa firma de aprovacion de los planos generales asi como los

    posteriores planos de detalle y fabricacion.

    10 REFERENCIAS GRAFICAS

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    Figura N 1.- Referencia Grafica sobre el uso de vigas en la norma ATMS de descripcin A36 - W 8

    x 24 con peralte normal, que trabaja bajo compresin y traccin sin mostrar mayores

    deformaciones, que soporte un peso mximo de 20 Ton por metro lineal. Ideal para trabajos en

    arias de movimiento y cargas puntuales.

    Foto: Proyecto Nueva Planta de xidos

    W 8x18

    ATSM A36

    W 8x24

    ATSM A36

    W 8x24

    ATSM A36

    W 10x22

    ATSM A36

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    Figura N 2.- Referencia Grafica sobre amarres tpicos en la norma ATMS de descripcin acero

    estructural A36 tubo cuadrado de 4X2 que sern empleados en el presente proyecto. As como

    los pernos de alta resistencia A325

    Arriostre estndar con tubo

    cuadrado de 4X2 acero

    estructural A36.

  • RUC.: 20568063008 Telf.: 987812171 PRM # 999577972

    Figura N 3.- Referencia Grafica sobre el cambio de sentido de una viga de 10 x 22 como soporte

    de Monorriel.

    Curva de 90 en una viga de

    W 10X22 A36