Proyecto Instalacion de Monorriel El Los Espesadores de Zinc Rc50

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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.

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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.

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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7 GRAFICAS SAP

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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.

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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

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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

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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.

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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