A 4 1 1 mc 433 24 g 01 rev0 29may09 by Javier Ramos

CONTENIDO

1. 2. 3. 4. 5. 6. 7. 8.

INTRODUCCIÓN................................................................................................................. 3 DESCRIPCIÓN.................................................................................................................... 3 OBJETIVO .......................................................................................................................... 3 LOCALIZACIÓN DE LA OBRA.......................................................................................... 3 SISTEMA DE UNIDADES................................................................................................... 4 NORMAS, CODIGOS Y ESPECIFICACIONES ................................................................. 4 CRITERIOS DE DISEÑO ESTRUCTURAL ........................................................................ 4 MODELO ESTRUCTURAL................................................................................................. 5 8.1. Subestructura (nodos y grupos de elementos)................................................................ 6 8.2. Superestructura (nodos y grupos de elementos) .......................................................... 18 8.3. Cimentación (nodos y grupos de elementos) ................................................................ 25 8.4. Propiedades geométricas de los elementos.................................................................. 27 9. MODELO ESTRUCTURAL............................................................................................... 33 10. ARCHIVOS DE DATOS DEL MODELO ESTRUCTURAL............................................... 34 10.1. Datos de entrada .......................................................................................................... 34 11. CARGAS CONSIDERADAS PARA EL ANÁLISIS.......................................................... 40 11.1. Cargas gravitacionales................................................................................................. 40 11.2. Cargas ambientales ..................................................................................................... 42 12. ARCHIVO DE DATOS ...................................................................................................... 47 13. CONCLUSIONES.............................................................................................................. 90

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1. INTRODUCCIÓN Con la finalidad de continuar con el desarrollo del “Activo Integral ABKATUN-POL-CHUC”, se requiere de la instalación de la plataforma recuperadora de pozos PP-KUIL-A en el Golfo de México. Para lo anterior, PEMEX Exploración y Producción, solicitó a Grupo Profesional Planeación y Proyectos (PYPSA), la ingeniería para el proyecto denominado “MEMORIA DE CALCULO DEL MODELO GEOMETRICO (SUBESTRUCTURA, SUPERESTRUCTURA Y PILOTES)”.

2. DESCRIPCIÓN La plataforma PP-KUIL-A es una estructura tipo tetrápodo, se encuentra instalada en un tirante de agua de (-) 23.506 m y con arriostramientos en los niveles (+) 5.639 m, (-) 8.00 m, y (-)23.506 formada por dos marcos longitudinales EJE-A, EJE-B y dos transversales EJE 2 y EJE 4. La superestructura esta soportada mediante cuatro columnas y consta de dos cubiertas ubicadas en el nivel (+) 15.850 m y en el nivel (+) 23.277.

3. OBJETIVO Realizar un modelo electrónico que represente las características geométricas y propiedades mecánicas de la estructura de la plataforma PP-KUIL-A útil para el diseño de la plataforma en cada una de sus etapas de construcción y operación. Elaborar la modelación de cargas de la plataforma recuperadora de pozos PP-KUIL-A de forma detallada el cual se empleará para la realización de los análisis estructurales requeridos.

4. LOCALIZACIÓN DE LA OBRA Plataforma PP-KUIL-A se encuentra en el activo integral litoral de Tabasco, con coordenadas U. T. M. al centro de la Plataforma.

Localización de la Plataforma

582,237.483

2,104, 589.483

Campo: Complejo de producción. Tirante: 23.506 m.

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5. SISTEMA DE UNIDADES El sistema de unidades empleado para la elaboración del modelo estructural corresponde de acuerdo a las siguientes consideraciones: Al Sistema Ingles. Unidades de longitud = pie (ft) 2 Unidades de superficie = pie cuadrado (ft ) 3 Unidades de Volumen = pie cúbico (ft ) Unidades de Peso = kilolibra (Kips.)

6. NORMAS, CODIGOS Y ESPECIFICACIONES NRF-003-PEMEX-2007

DISEÑO Y EVALUACIÓN DE PLATAFORMAS MARINAS FIJAS EN EL GOLFO DE MÉXICO.

API-RP-2 A-WSD

RECOMMENDED PRACTICE FOR PLANNING, DESIGNING AND CONSTRUCTING FIXED OFFSHORE PLATFORMS-WORKING STRESS DESIGN.

ASTM A-36

STANDARD SPECIFICATION FOR STRUCTURAL STEEL.

AISC

MANUAL OF STEEL CONSTRUCTION INSTITUTE OF STEEL CONSTRUCTION.

IMCA

MANUAL DE CONSTRUCCIÓN EN ACERO INSTITUTO MEXICANO DE LA CONSTRUCCIÓN EN ACERO, A. C.

18ª edición KURT GIECK

AMERICAN

MANUAL DE FORMULAS TECNICAS

ASCE

MINIMUM DESIGN STRUCTURES

LOADS

FOR

BUILDINGS

AND

OTHER

7. CRITERIOS DE DISEÑO ESTRUCTURAL El modelo estructural se ha realizado utilizando el programa de cómputo SACS normativamente el modelo cumple con lo establecido por: “API RP 2a-WSD, 21th Edition”, “Aisc Manual Of Steel Construcción (AWS), 9th Edition” Y La Norma “NRF-003-PEMEX-2007 Rev.-0” diseño y evaluación de plataformas marinas fijas en el Golfo de México”. En las páginas siguientes se presentan los croquis obtenidos mediante el programa de cómputo SACS que muestran la geometría del modelo estructural generado, donde se incluyen los números de nodos y las etiquetas de los grupos en los miembros, así como el listado que presenta las propiedades geométricas y mecánicas de los elementos que forman la estructura.

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8. MODELO ESTRUCTURAL El modelo geométrico de la Plataforma considera todos los elementos estructurales principales y secundarios que participan en la rigidez de la estructura; tales como columnas, arrostramientos, elementos diagonales, placa base de la subestructura, pilotes, trabes principales, trabes secundarias y elementos de arriostramiento en las cubiertas. Además, se incluye la modelación de accesorios, los cuales no aportan rigidez a la estructura, pero su presencia incrementa los efectos bajo las cargas ambientales sobre la plataforma.

Isométrico de la Plataforma

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8.1. Subestructura (nodos y grupos de elementos) A continuación, se presenta la numeración de los nodos y grupos de elementos, correspondientes a la subestructura de la Plataforma.

Isométrico de la Subestructura

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Marco Eje 2 (grupos de elementos)

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Marco Eje 2 (nodos)

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Marco Eje 4 (grupos de elementos)

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Marco Eje 4 (nodos)

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Marco Eje B (grupos de elementos)

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Marco Eje B (nodos)

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Marco Eje A (grupos de elementos)

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Marco Eje A (nodos)

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Elevaciรณn (+) 18.500 ft. (grupos de elementos)

Elevaciรณn (+) 18.500 ft. (nodos)

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Elevación (−) 26.25 ft. (grupos de elementos)

Elevación (−) 26.25 ft. (nodos)

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Elevación (−) 77.119 ft. (grupos de elementos)

Elevación (−) 77.119 ft. (nodos)

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8.2. Superestructura (nodos y grupos de elementos) A continuación, se presenta la numeración de los nodos y grupos de elementos, correspondientes a la superestructura de la Plataforma.

Isométrico de la Superestructura de la Plataforma

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Marco Eje 2 (grupos de elementos)

Marco Eje 2 (nodos)

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Marco Eje 4 (grupos de elementos)

Marco Eje 4 (nodos)

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Marco Eje A (grupos de elementos)

Marco Eje A (nodos)

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Marco Eje B (grupos de elementos)

Marco Eje B (nodos)

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Planta (+) 52.001 ft. (grupos de elementos)

Planta (+) 52.001 ft. (nodos)

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Planta (+) 76.368 ft. (grupos de elementos)

Planta (+) 76.368 ft. (nodos de elementos)

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8.3. Cimentaciรณn (nodos y grupos de elementos) A continuaciรณn, se presenta la numeraciรณn de los nodos y grupos de elementos, correspondientes a la cimentaciรณn de la Plataforma.

Pilotes. (grupos de elementos)

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Pilotes. (nodos)

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8.4. Propiedades geométricas de los elementos A continuación se enlistan las propiedades geométricas de los elementos estructurales utilizados en la modelación de la Plataforma. TUBULAR MEMBER PROPERTIES JOINT GRP M/S THICK FT

WALL THICK IN

OUTSIDE E DIAM. 1000 IN KSI

G 1000 KSI

AXIAL AREA IN**2

AB1 BA7 BB0 BB0 BB1 BB3 BB4 BB4 BB5 BB7 BB7 BB8 BB9 BB9 BBP BC0 BC1 BC2 BC2 BC3 BC3 BC4 BC4 BC5 BC7 BC7 BC8 BC9 BC9 BD1 BD2 BD2 BD3 BD4 BD4 BD5 BD5 BD6 BE1 BE1 BE1 BE2 BE2 BE3 BE4 BE5 BE5 BE6 BL5 BL6

0.322 1.000 1.000 0.750 0.750 0.875 1.000 1.500 1.000 1.000 1.500 1.000 0.875 1.250 1.500 1.000 0.625 0.625 1.000 1.250 0.750 0.500 1.000 1.000 0.500 1.000 1.000 1.000 1.250 1.000 1.000 1.500 0.625 0.625 1.000 1.000 0.625 0.625 1.250 1.000 1.500 1.250 1.000 1.000 1.000 0.875 1.250 0.875 1.200 0.750

8.62 36.00 30.00 18.00 36.00 30.00 30.00 30.00 30.00 36.00 36.00 30.00 30.00 30.00 50.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 36.00 36.00 36.00 26.00 26.00 26.00 26.00 26.00 26.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 8.62 24.00

11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6

8.3993 109.96 91.106 40.644 83.056 80.062 91.106 134.30 91.106 109.96 162.58 91.106 80.062 112.90 228.55 91.106 57.678 57.678 91.106 112.90 68.919 46.338 91.106 91.106 46.338 91.106 91.106 91.106 112.90 109.96 109.96 162.58 49.824 49.824 78.540 78.540 49.824 49.824 112.90 91.106 134.30 112.90 91.106 91.106 91.106 80.062 112.90 80.062 27.992 54.782

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0

***** MOMENTS OF INERTIA **** X-X Y-Y Z-Z IN**4 IN**4 IN**4 144.98 33701. 19178. 3029.3 25812. 16994. 19178. 27347. 19178. 33701. 48468. 19178. 16994. 23374. 0.13453E+06 19178. 12448. 12448. 19178. 23374. 14751. 10084. 19178. 19178. 10084. 19178. 19178. 19178. 23374. 33701. 33701. 48468. 8025.1 8025.1 12291. 12291. 8025.1 8025.1 23374. 19178. 27347. 23374. 19178. 19178. 19178. 16994. 23374. 16994. 395.88 7410.9

72.489 16851. 9588.9 1514.6 12906. 8496.8 9588.9 13674. 9588.9 16851. 24234. 9588.9 8496.8 11687. 67265. 9588.9 6224.0 6224.0 9588.9 11687. 7375.4 5042.2 9588.9 9588.9 5042.2 9588.9 9588.9 9588.9 11687. 16851. 16851. 24234. 4012.6 4012.6 6145.7 6145.7 4012.6 4012.6 11687. 9588.9 13674. 11687. 9588.9 9588.9 9588.9 8496.8 11687. 8496.8 197.94 3705.5

YIELD STRESS KSI 36.0 36.0 36.0 35.0 36.0 36.0 36.0 50.0 36.0 36.0 50.0 36.0 36.0 50.0 36.0 50.0 36.0 36.0 50.0 50.0 36.0 36.0 50.0 50.0 36.0 50.0 50.0 36.0 50.0 36.0 36.0 50.0 36.0 36.0 50.0 50.0 36.0 36.0 50.0 36.0 50.0 50.0 36.0 36.0 36.0 36.0 50.0 36.0 36.0 35.0

SHEAR AREA IN**2

RING SPACE FT

1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0

4.20 54.98 45.55 20.32 41.53 40.03 45.55 67.15 45.55 54.98 81.29 45.55 40.03 56.45 114.28 45.55 28.84 28.84 45.55 56.45 34.46 23.17 45.55 45.55 23.17 45.55 45.55 45.55 56.45 54.98 54.98 81.29 24.91 24.91 39.27 39.27 24.91 24.91 56.45 45.55 67.15 56.45 45.55 45.55 45.55 40.03 56.45 40.03 14.00 27.39

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SECT TAPER LENG FT 0.00 0.00 5.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 4.50 0.00 0.00 3.00 0.00 0.00 0.00 0.00 4.00 3.00 0.00 0.00 3.50 0.00 0.00 3.50 0.00 0.00 4.00 0.00 0.00 3.50 0.00 0.00 6.32 6.32 0.00 0.00 4.00 0.00 5.12 4.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00

REV.

0 FGG-01_REV.0

TUBULAR MEMBER PROPERTIES JOINT GRP M/S THICK FT

WALL THICK IN

OUTSIDE E DIAM. 1000 IN KSI

G 1000 KSI

AXIAL AREA IN**2

BL7 BL8 BL9 CAB CM1 CM2 CM3 CM4 CN2 FI2 FIC H10 H10 H10 H11 H11 H12 H12 H13 H14 H15 HA2 HA3 HA4 HA5 HA6 HB1 HB2 HB3 HB3 HB5 HB6 HB6 HB7 HB7 HB8 HB8 HB9 HB9 HBK HC0 HC1 HC2 HC3 HC4 HC5 HC6 HC6 HC7 HC7

0.500 0.280 0.322 0.740 0.500 0.500 0.500 0.500 1.000 0.280 0.280 0.625 0.500 0.625 0.625 1.000 1.000 0.625 0.625 0.625 0.875 0.625 0.500 0.625 0.500 1.000 0.625 0.500 0.500 0.500 1.000 0.625 1.000 1.000 0.625 0.500 0.625 0.500 0.625 0.625 0.625 0.875 0.750 0.625 0.625 1.375 0.875 1.375 0.750 1.000

14.00 6.62 8.62 1.50 8.62 10.75 18.00 20.00 30.00 6.62 6.62 18.00 18.00 18.00 26.00 26.00 26.00 26.00 26.00 26.00 28.00 26.00 20.00 26.00 16.00 26.00 26.00 18.00 18.00 18.00 26.00 26.00 26.00 26.00 26.00 18.00 18.00 18.00 18.00 18.00 26.00 28.00 20.00 20.00 20.00 28.00 28.00 28.00 20.00 20.00

21.206 5.5814 8.3993 1.7668 12.763 16.101 27.489 30.631 91.106 5.5814 5.5814 34.116 27.489 34.116 49.824 78.540 78.540 49.824 49.824 49.824 74.564 49.824 30.631 49.824 24.347 78.540 49.824 27.489 27.489 27.489 78.540 49.824 78.540 78.540 49.824 27.489 34.116 27.489 34.116 34.116 49.824 74.564 45.357 38.043 38.043 115.01 74.564 115.01 45.357 59.690

1 1 1 1 1 1 1 1 1 9 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

***** MOMENTS OF INERTIA **** X-X Y-Y Z-Z IN**4 IN**4 IN**4 967.51 56.284 144.98 0.49701 211.43 423.90 2106.3 2913.7 19178. 56.284 56.284 2578.1 2106.3 2578.1 8025.1 12291. 12291. 8025.1 8025.1 8025.1 13730. 8025.1 2913.7 8025.1 1463.9 12291. 8025.1 2106.3 2106.3 2106.3 12291. 8025.1 12291. 12291. 8025.1 2106.3 2578.1 2106.3 2578.1 2578.1 8025.1 13730. 4208.3 3573.9 3573.9 20437. 13730. 20437. 4208.3 5402.0

483.76 28.142 72.489 0.24850 105.72 211.95 1053.2 1456.9 9588.9 28.142 28.142 1289.1 1053.2 1289.1 4012.6 6145.7 6145.7 4012.6 4012.6 4012.6 6864.8 4012.6 1456.9 4012.6 731.94 6145.7 4012.6 1053.2 1053.2 1053.2 6145.7 4012.6 6145.7 6145.7 4012.6 1053.2 1289.1 1053.2 1289.1 1289.1 4012.6 6864.8 2104.1 1787.0 1787.0 10219. 6864.8 10219. 2104.1 2701.0

YIELD STRESS KSI

35.0 35.0 35.0 118.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 50.0 36.0 50.0 36.0 50.0 50.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 50.0 36.0 36.0 50.0 36.0 50.0 36.0 50.0 50.0 36.0 36.0 50.0 36.0 50.0 36.0 36.0 36.0 36.0 36.0 36.0 50.0 36.0 36.0 36.0 50.0

1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0

SHEAR AREA IN**2 10.60 2.79 4.20 1.77 6.38 8.05 13.74 15.32 45.55 2.79 2.79 17.06 13.74 17.06 24.91 39.27 39.27 24.91 24.91 24.91 37.28 24.91 15.32 24.91 12.17 39.27 24.91 13.74 13.74 13.74 39.27 24.91 39.27 39.27 24.91 13.74 17.06 13.74 17.06 17.06 24.91 37.28 22.68 19.02 19.02 57.51 37.28 57.51 22.68 29.85

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

28 DE 90

MC-433-24-G-01

RING SPACE FT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

SECT TAPER LENG FT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 3.50 0.00 3.67 3.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.50 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 2.50

REV.

0 FGG-01_REV.0

TUBULAR MEMBER PROPERTIES JOINT GRP M/S THICK FT

WALL THICK IN

OUTSIDE E DIAM. 1000 IN KSI

G 1000 KSI

AXIAL AREA IN**2

HC8 HC8 HCC HKK LG1 LG2 LG2 LG3 LG4 LG4 LG5 LG9 LG9 LGA LGI LGI LGJ LGK LGL LGL LGM LGM O11 OC1 OC8 P1 P11 P15 P16 P2 P2 P24 P42 P42 P42 P5 P6 P7 P7 P7 P8 PC1 PC2 PC6 PCO PED PL0 PL1 PL3 PL3

0.750 1.000 1.000 1.000 2.250 2.250 0.750 0.750 0.750 2.250 2.250 0.750 2.250 2.250 2.250 1.000 0.875 0.875 1.000 2.250 2.250 0.875 0.500 0.500 0.500 2.000 0.500 0.500 0.500 1.500 1.000 0.750 1.250 1.000 1.250 1.500 1.250 1.250 1.000 1.250 1.000 0.500 0.322 1.200 0.750 1.250 2.750 2.750 2.750 2.500

20.00 20.00 20.00 26.00 79.50 79.50 76.50 76.50 76.50 79.50 79.50 76.50 79.50 79.50 79.50 77.00 76.75 76.75 77.00 79.50 79.50 76.75 18.00 10.75 10.75 72.00 8.62 8.62 16.00 60.00 60.00 24.00 42.00 42.00 42.00 60.00 42.00 42.00 42.00 42.00 60.00 16.00 8.62 8.62 24.00 81.31 72.00 72.00 72.00 72.00

45.357 59.690 59.690 78.540 546.05 546.05 178.48 178.48 178.48 546.05 546.05 178.48 546.05 546.05 546.05 238.76 208.57 208.57 238.76 546.05 546.05 208.57 27.489 16.101 16.101 439.82 12.763 12.763 24.347 275.67 185.35 54.782 160.02 128.81 160.02 275.67 160.02 160.02 128.81 160.02 185.35 24.347 8.3993 27.992 54.782 314.39 598.28 598.28 598.28 545.85

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

***** MOMENTS OF INERTIA **** X-X Y-Y Z-Z IN**4 IN**4 IN**4 4208.3 5402.0 5402.0 12291. 0.81534E+06 0.81534E+06 0.25606E+06 0.25606E+06 0.25606E+06 0.81534E+06 0.81534E+06 0.25606E+06 0.81534E+06 0.81534E+06 0.81534E+06 0.34483E+06 0.30023E+06 0.30023E+06 0.34483E+06 0.81534E+06 0.81534E+06 0.30023E+06 2106.3 423.90 423.90 0.53922E+06 211.43 211.43 1463.9 0.23601E+06 0.16135E+06 7410.9 66495. 54163. 66495. 0.23601E+06 66495. 66495. 54163. 66495. 0.16135E+06 1463.9 144.98 395.88 7410.9 0.50391E+06 0.71840E+06 0.71840E+06 0.71840E+06 0.66000E+06

2104.1 2701.0 2701.0 6145.7 0.40767E+06 0.40767E+06 0.12803E+06 0.12803E+06 0.12803E+06 0.40767E+06 0.40767E+06 0.12803E+06 0.40767E+06 0.40767E+06 0.40767E+06 0.17242E+06 0.15011E+06 0.15011E+06 0.17242E+06 0.40767E+06 0.40767E+06 0.15011E+06 1053.2 211.95 211.95 0.26961E+06 105.72 105.72 731.94 0.11801E+06 80675. 3705.5 33248. 27081. 33248. 0.11801E+06 33248. 33248. 27081. 33248. 80675. 731.94 72.489 197.94 3705.5 0.25195E+06 0.35920E+06 0.35920E+06 0.35920E+06 0.33000E+06

YIELD STRESS KSI

36.0 50.0 36.0 50.0 50.0 50.0 36.0 36.0 36.0 50.0 50.0 36.0 50.0 50.0 50.0 36.0 36.0 36.0 36.0 50.0 50.0 36.0 36.0 36.0 36.0 50.0 36.0 36.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 36.0 36.0 36.0 36.0 50.0 50.0 50.0 50.0 36.0

SHEAR AREA IN**2

RING SPACE FT

1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0

22.68 29.85 29.85 39.27 273.02 273.02 89.24 89.24 89.24 273.02 273.02 89.24 273.02 273.02 273.02 119.38 104.29 104.29 119.38 273.02 273.02 104.29 13.74 8.05 8.05 219.91 6.38 6.38 12.17 137.84 92.68 27.39 80.01 64.40 80.01 137.84 80.01 160.02 128.81 160.02 92.68 12.17 4.20 14.00 27.39 314.39 299.14 299.14 299.14 272.93

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

29 DE 90

MC-433-24-G-01

SECT TAPER LENG FT 0.00 3.50 0.00 0.00 0.00 8.00 0.00 0.00 0.00 6.83 0.00 0.00 6.83 0.00 8.50 0.00 0.00 0.00 0.00 6.00 2.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 4.75 0.00 5.07 0.00 0.00 8.00 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.30 0.00

REV.

0 FGG-01_REV.0

TUBULAR MEMBER PROPERTIES JOINT GRP M/S THICK FT

WALL THICK IN

OUTSIDE E DIAM. 1000 IN KSI

G 1000 KSI

AXIAL AREA IN**2

PL3 PL4 PL5 Q-1 Q-2 Q-3 RG1 RG2 RG3 RG4 RS1 RS2 RS3 RZ1 RZ2 RZ3 RZ4 T08 T11 T14 T15 T16 T20 T26 T27 T27 W.B W.C WCD WG1 WG2 WG3 WG5 WG7 WG7 WG8 WG8 WWW

2.000 2.000 2.000 0.500 0.432 1.000 0.500 0.280 0.500 1.200 0.500 0.500 0.500 0.500 0.280 0.500 1.200 0.322 0.322 0.500 0.375 0.500 0.500 0.625 0.625 1.000 0.750 0.500 0.500 0.500 0.500 0.500 0.625 0.625 0.500 0.625 0.500 0.337

72.00 72.00 72.00 8.62 6.62 24.00 10.75 6.62 8.62 8.62 12.75 24.00 12.00 10.75 6.62 8.62 8.62 8.62 8.62 14.00 12.75 16.00 20.00 26.00 26.00 26.00 76.50 10.75 16.00 16.00 12.75 12.75 16.00 16.00 16.00 16.00 16.00 4.50

11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6

439.82 439.82 439.82 12.763 8.4049 72.257 16.101 5.5814 12.763 27.992 19.242 36.914 18.064 16.101 5.5814 12.763 27.992 8.3993 8.3993 21.206 14.579 24.347 30.631 49.824 49.824 78.540 178.48 16.101 24.347 24.347 19.242 19.242 30.189 30.189 24.347 30.189 24.347 4.4074

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0 29.0

***** MOMENTS OF INERTIA **** X-X Y-Y Z-Z IN**4 IN**4 IN**4 0.53922E+06 0.53922E+06 0.53922E+06 211.43 80.981 9574.0 423.90 56.284 211.43 395.88 723.09 5098.7 598.38 423.90 56.284 211.43 395.88 144.98 144.98 967.51 558.67 1463.9 2913.7 8025.1 8025.1 12291. 0.25606E+06 423.90 1463.9 1463.9 723.09 723.09 1787.0 1787.0 1463.9 1787.0 1463.9 19.221

0.26961E+06 0.26961E+06 0.26961E+06 105.72 40.491 4787.0 211.95 28.142 105.72 197.94 361.54 2549.4 299.19 211.95 28.142 105.72 197.94 72.489 72.489 483.76 279.34 731.94 1456.9 4012.6 4012.6 6145.7 0.12803E+06 211.95 731.94 731.94 361.54 361.54 893.52 893.52 731.94 893.52 731.94 9.6105

YIELD STRESS KSI

50.0 50.0 50.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 50.0 36.0 36.0 36.0 36.0 36.0 36.0 50.0 50.0 36.0 50.0 36.0 36.0

SHEAR AREA IN**2

RING SPACE FT

1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0

219.91 219.91 219.91 6.38 4.20 36.13 8.05 2.79 6.38 14.00 9.62 18.46 9.03 8.05 2.79 6.38 14.00 4.20 4.20 10.60 7.29 12.17 15.32 24.91 24.91 39.27 89.24 8.05 12.17 12.17 9.62 9.62 15.09 15.09 12.17 15.09 12.17 2.20

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

30 DE 90

MC-433-24-G-01

SECT TAPER LENG FT 8.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 2.62 0.00 0.00

REV.

0 FGG-01_REV.0

WIDE FLANGE/WIDE FLANGE COMPACT,MEMBER PROPERTIES JNT ** FLANGE ** WEB FILET GRP M/S THK THICK WIDTH THICK RAD. FT IN IN IN IN

DEPTH IN

E 1000 KSI

G 1000 KSI

AXIAL AREA IN**2

D1 D11 D2 D23 D3 D31 D4 D5 D51 D52 D6 D61 D62 D7 D8 E1 E11 E12 E12 E13 E13 E14 E14 E15 E15 E16 E2 E21 E22 E3 E31 E41 E42 E6 EEE LA1 LA2 LA3 LA4 LA5 LAR P14 Q-4 W12 W24

74.00 95.00 66.00 86.00 49.75 49.75 30.17 52.75 52.75 52.75 49.75 49.75 49.75 49.75 49.75 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 16.75 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 12.19 12.19 12.19 12.19 12.19 12.19 13.79 5.90 12.22 24.10

183.5 232.5 150.8 143.5 92.25 92.25 36.50 82.69 121.8 82.69 83.75 107.2 153.4 37.62 37.62 102.5 91.88 233.0 137.0 151.9 91.88 102.5 80.25 80.25 102.5 26.20 35.25 80.25 102.5 35.25 39.75 68.25 124.5 80.25 68.25 14.70 14.70 14.70 14.70 14.70 14.70 14.10 2.680 7.650 24.70

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

2.00 2.00 1.50 1.25 1.25 1.25 0.93 1.25 1.50 1.25 1.00 1.25 1.75 0.75 0.75 1.25 1.25 2.00 2.00 1.25 1.25 1.25 1.00 1.00 1.25 0.88 0.75 1.00 1.25 0.75 0.75 1.00 1.50 1.00 1.00 0.64 0.64 0.64 0.64 0.64 0.64 0.60 0.22 0.38 0.77

24.00 24.00 24.00 24.00 18.00 18.00 10.52 18.00 24.00 18.00 18.00 24.00 24.00 9.00 9.00 24.00 24.00 48.00 24.00 48.00 24.00 24.00 24.00 24.00 24.00 10.36 9.00 24.00 24.00 9.00 12.00 18.00 24.00 24.00 18.00 8.08 8.08 8.08 8.08 8.08 8.08 8.03 3.94 6.49 9.02

1.250 1.500 1.250 1.000 1.000 1.000 0.585 0.750 1.000 0.750 1.000 1.000 1.500 0.500 0.500 1.000 0.750 1.000 1.000 0.750 0.750 1.000 0.750 0.750 1.000 0.525 0.500 0.750 1.000 0.500 0.500 0.750 1.250 0.750 0.750 0.370 0.370 0.370 0.370 0.370 0.370 0.340 0.170 0.230 0.470

1.250 1.500 1.250 1.000 1.000 1.000 0.650 0.750 1.000 0.750 1.000 1.000 1.500 0.500 0.500 1.000 0.750 1.000 1.000 0.750 0.750 1.000 0.750 0.750 1.000 0.400 0.500 0.750 1.000 0.500 0.500 0.750 1.250 0.750 0.750 0.600 0.600 0.600 0.600 0.600 0.600 0.600 0.250 0.300 0.500

**** MOMENTS OF INERTIA **** X-X Y-Y Z-Z IN**4 IN**4 IN**4 181.0 246.0 102.1 62.07 42.17 42.17 7.990 31.43 73.71 31.43 30.40 49.99 152.2 4.737 4.737 48.40 38.16 271.2 143.2 69.41 38.16 48.40 23.02 23.02 48.40 5.450 4.539 23.02 48.40 4.539 5.383 19.02 88.45 23.02 19.02 1.780 1.780 1.780 1.780 1.780 1.780 1.460 0.4000E-01 0.3000 3.700

0.1602E+06 4619. 0.3018E+06 4634. 0.1009E+06 3466. 0.1563E+06 2887. 0.3526E+05 1219. 0.3526E+05 1219. 5360. 181.0 0.3777E+05 1217. 0.5755E+05 3460. 0.3777E+05 1217. 0.3046E+05 976.0 0.4408E+05 2884. 0.6077E+05 4045. 0.1278E+05 91.63 0.1278E+05 91.63 0.3512E+05 2884. 0.3352E+05 2881. 0.9456E+05 0.3687E+05 0.5015E+05 4611. 0.6224E+05 0.2304E+05 0.3352E+05 2881. 0.3512E+05 2884. 0.2821E+05 2306. 0.2821E+05 2306. 0.3512E+05 2884. 1300. 163.0 0.1004E+05 91.58 0.2821E+05 2306. 0.3512E+05 2884. 0.1004E+05 91.58 0.1224E+05 216.5 0.2240E+05 973.5 0.4179E+05 3463. 0.2821E+05 2306. 0.2240E+05 973.5 394.0 56.30 394.0 56.30 394.0 56.30 394.0 56.30 394.0 56.30 394.0 56.30 485.0 51.40 16.40 2.190 204.0 17.30 2370. 94.40

YIELD STRESS KSI 50.0 50.0 50.0 50.0 50.0 50.0 36.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0

KZ FLANGE BRACE FT

SECT TPR LEN FT

1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 4.00 0.00 9.00 0.00 4.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

31 DE 90

MC-433-24-G-01

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

REV.

0 FGG-01_REV.0

BOX MEMBER PROPERTIES JOINT GRP M/S THICK HEIGHT FT IN

SIDE THICK IN

WIDTH IN

TOP/BOT THICK IN

E 1000 KSI

G 1000 KSI

VRC

0.750

24.00

1.000

29.0

11.6

0.00

25.00

AXIAL AREA IN**2 82.50

***** MOMENTS OF INERTIA ***** X-X Y-Y Z-Z IN**4 IN**4 IN**4

YIELD KY STRESS KSI

0.1127E+05

36.0

8437.

6968.

1.0

BRACE LENGTH FT

1.0

0.0

SECT LEN. FT 0.00

CHANNEL MEMBER REPORT M STIFN GRP S USAGE HEIGHT IN C12 1

6.00

WIDTH IN

WEB THICK IN

FLANGE THICK Y-BAR IN IN

E 1000 KSI

G 1000 KSI

2.16

0.437

0.343

29.0

11.6

0.5

AXIAL AREA IN**2 3.830

***** MOMENTS OF INERTIA ***** X-X Y-Y Z-Z IN**4 IN**4 IN**4 0.2400

17.40

1.050

YIELD STRESS KSI

BRACE LEN. FT

36.0

1.0

0.0

SECT LEN. FT 0.00

CONE MEMBER PROPERTIES JOINT WALL GRP M/S THICK THICK FT IN

DIAMETERS A B IN IN

E G 1000 1000 KSI KSI

AXIAL AREA IN**2

CON

72.0

29.0

303.95 0.31630E+06 0.15815E+06 0.15815E+06

0.00

1.50

60.0

11.6

****** MOMENTS OF INERTIA ****** IX IY IZ IN**4 IN**4 IN**4

YIELD TENSIL STRESS STRN KSI KSI 50.0

60.0

1.0

SHEAR SECTION AREA LENGTH IN**2 FT 0.00

0.00

PLATE GROUP REPORT PLATE THICK TYPE GROUP IN PCA

0.250 ISO

ELAST POIS. YIELD ********** X-STIFFENERS ********** MOD RATIO STRESS TX IY DXU DXL SPAC 1000 KSI KSI IN/IN IN**4/IN IN IN IN

IN/IN

IN**4/IN

29.00.250

0.000

0.00

36.00

0.000

0.00

********** Y-STIFFENERS ********** *** PLATE OFFSETS *** TY IX DYU DYL SPAC DPY DPX Z-OFF

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

32 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

9. MODELO ESTRUCTURAL El modelo geométrico de la Plataforma considera todos los elementos estructurales principales y secundarios que participan en la rigidez de la estructura; tales como columnas, arriostramientos, elementos diagonales, placa base de la subestructura, pilotes, trabes principales, trabes secundarias y elementos de arriostramiento en las cubiertas. Además, se incluye la modelación de accesorios, los cuales no aportan rigidez a la estructura, pero su presencia incrementa los efectos ambientales sobre la plataforma.

Isométrico de la Plataforma

PROYECTO No.

CONTRATO No.

HOJA

NÙMERO DE DOCUMENTO

433-OS-24

420827806

33 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

10.ARCHIVOS DE DATOS DEL MODELO ESTRUCTURAL 10.1.Datos de entrada A continuación se presenta el archivo del modelo geométrico utilizado en el análisis estructural de la Plataforma. LDOPT SF NF+Z 64.200 490.00 -77.12 82.46GLOBEN HYDFLD MPT PYPSA DEPARTAMENTO DE INGENIERIA ESTRUCTURAL PLATAFORMA DE PERFORACION KUIL-A. OPTIONS EN PI SDUCJT 1 1 PTPTPTPTPTPTPTPT HYDRO Z APEXTSMNOPA 82.400 -77.119 2.000 64.200 HYDRO2 UCL 1.10ML 0.80 2.00 SECT SECT CAB TUB 1.500.740 SECT CON CON 72.001.500 60.001.500 1.50 SECT D1 WF 24.002.000 74.001.250 SECT D11 WF 24.002.000 95.001.500 SECT D2 WF 24.001.500 66.001.250 SECT D23 WF 24.001.250 86.001.000 SECT D3 WF 18.001.250 49.751.000 SECT D31 WF 18.001.250 49.751.000 SECT D32 WF 20.001.000 49.750.750 SECT D5 WF 18.001.250 52.750.750 SECT D51 WF 24.001.500 52.751.000 SECT D52 WF 18.001.250 52.750.750 SECT D6 WF 18.001.000 49.751.000 SECT D61 WF 24.001.250 49.751.000 SECT D62 WF 24.001.750 49.751.500 SECT D7 WF 9.000.750 49.750.500 SECT D8 WF 9.000.750 49.750.500 SECT E1 WF 24.001.250 45.001.000 SECT E11 WF 24.001.250 45.000.750 SECT E12B WF 48.002.000 45.001.000 SECT E12E WF 24.002.000 45.001.000 SECT E13B WF 48.001.250 45.000.750 SECT E13E WF 24.001.250 45.000.750 SECT E14A WF 24.001.250 45.001.000 SECT E14B WF 24.001.000 45.000.750 SECT E15A WF 24.001.000 45.000.750 SECT E15B WF 24.001.250 45.001.000 SECT E2 WF 9.000.750 45.000.500 SECT E21 WF 24.001.000 45.000.750 SECT E22 WF 24.001.250 45.001.000 SECT E3 WF 9.000.750 45.000.500 SECT E31 WF 12.000.750 45.000.500 SECT E4 WF 24.001.000 45.000.750 SECT E41 WF 18.001.000 45.000.750 SECT E42 WF 24.001.500 45.001.250 SECT E6 WF 24.001.000 45.000.750 SECT EEE WF 18.001.000 45.000.750 SECT PED TUB 81.311.250 SECT VRC BOX 25.000.750 24.001.000 GRUP GRUP AB1 8.625 0.322 29.0011.6036.00 1 1.001.00 0.50N490.00 GRUP BA7 36.000 1.000 29.0011.6036.00 1 1.001.00 0.50N490.00 GRUP BB0 30.000 1.000 29.0011.6036.00 1 1.001.00 0.50N490.005. GRUP BB0 18.000 0.750 29.0011.6035.00 1 1.001.00 0.50N490.00 GRUP BB1 36.000 0.750 29.0011.6036.00 1 1.001.00 0.50N490.00 GRUP BB3 30.000 0.875 29.0011.6036.00 1 1.001.00 0.50N490.00 GRUP BB4 30.000 1.000 29.0011.6036.00 1 1.001.00 0.50N490.00 GRUP BB4 30.000 1.500 29.0011.6050.00 1 1.001.00 0.50N490.003.00

PROYECTO No.

CONTRATO No.

HOJA

NÙMERO DE DOCUMENTO

433-OS-24

420827806

34 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP GRUP

BB5 BB7 BB7 BB8 BB9 BB9 BBP BC0 BC1 BC2 BC2 BC3 BC3 BC4 BC4 BC5 BC7 BC7 BC8 BC9 BC9 BD1 BD2 BD2 BD3 BD4 BD4 BD5 BD5 BD6 BE1 BE1 BE1 BE2 BE2 BE3 BE4 BE5 BE5 BE6 BL5 BL6 BL7 BL8 BL9 C12 CAB CM1 CM2 CM3 CM4 CN2 CON D1 D11 D2 D23 D3 D31 D32 D4 D5 D51 D52 D6 D61 D62 D7 D8

30.000 36.000 36.000 30.000 30.000 30.000 50.000 30.000 30.000 30.000 30.000 30.000 30.000 30.000 30.000 30.000 30.000 30.000 30.000 30.000 30.000 36.000 36.000 36.000 26.000 26.000 26.000 26.000 26.000 26.000 30.000 30.000 30.000 30.000 30.000 30.000 30.000 30.000 30.000 30.000 8.625 24.000 14.000 6.625 8.625

1.000 1.000 1.500 1.000 0.875 1.250 1.500 1.000 0.625 0.625 1.000 1.250 0.750 0.500 1.000 1.000 0.500 1.000 1.000 1.000 1.250 1.000 1.000 1.500 0.625 0.625 1.000 1.000 0.625 0.625 1.250 1.000 1.500 1.250 1.000 1.000 1.000 0.875 1.250 0.875 1.200 0.750 0.500 0.280 0.322

8.625 10.750 18.000 20.000 30.000

0.500 0.500 0.500 0.500 1.000

C6X13 CAB

CON D1 D11 D2 D23 D3 D31 D32 W30X124 D5 D51 D52 D6 D61 D62 D7 D8

29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6036.00 29.0011.6050.00 29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6050.00 29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6050.00 29.0011.6036.00 29.0011.6050.00 29.0011.6050.00 29.0011.6036.00 29.0011.6050.00 29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6050.00 29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6036.00 29.0011.6050.00 29.0011.6050.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6036.00 29.0011.6036.00 29.0011.6035.00 29.0011.6035.00 29.0011.6035.00 29.0011.6035.00 29.0011.6036.00 29.0011.60118.0 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6036.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00 1.001.00

0.50N490.00 0.50N490.00 0.50N490.004.50 0.50N490.00 0.50N490.00 0.50N490.003.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.004.0 0.50N490.003.0 0.50N490.00 0.50N490.00 0.50N490.003.5 0.50N490.00 0.50N490.00 0.50N490.003.5 0.50N490.00 0.50N490.00 0.50N490.004.0 0.50N490.00 0.50N490.00 0.50N490.003.5 0.50N490.00 0.50N490.00 0.50N490.006.32 0.50N490.006.32 0.50N490.00 0.50N490.00 0.50N490.004. 0.50N490.00 0.50N490.005.12 0.50N490.004. 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.003.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 N490.00 N 0.001 0.50F490.00 0.50F490.00 0.50F490.00 0.50F490.00 0.50F490.00 N490.00 0.50N490.00 0.50N490.00 0.50N490.00 N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 N490.00 0.50N490.00 0.50N490.00 0.50N490.00 N490.00 0.50N490.00 0.50N490.00

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

35 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

E1 E11 E12 E12 E13 E13 E14 E14 E15 E15 E16 E2 E21 E22 E3 E31 E4 E41 E42 E6 EEE FI2 FIC H10 H10 H10 H11 H11 H12 H12 H13 H14 H15 HA2 HA3 HA4 HA5 HA6 HB1 HB2 HB3 HB3 HB5 HB6 HB6 HB7 HB7 HB8 HB8 HB9 HB9 HBK HC0 HC1 HC2 HC3 HC4 HC5 HC6 HC6 HC7 HC7 HC8 HC8 HCC HKK LA1 LA2 LA3

E1 E11 E12B E12E E13B E13E E14A E14B E15A E15B W16X89 E2 E21 E22 E3 E31 E4 E41 E42 E6 EEE X 6.625 0.280 X 6.625 0.280 18.000 0.625 18.000 0.500 18.000 0.625 26.000 0.625 26.000 1.000 26.000 1.000 26.000 0.625 26.000 0.625 26.000 0.625 28.000 0.875 26.000 0.625 20.000 0.500 26.000 0.625 16.000 0.500 26.000 1.000 26.000 0.625 18.000 0.500 18.000 0.500 18.000 0.500 26.000 1.000 26.000 0.625 26.000 1.000 26.000 1.000 26.000 0.625 18.000 0.500 18.000 0.625 18.000 0.500 18.000 0.625 18.000 0.625 26.000 0.625 28.000 0.875 20.000 0.750 20.000 0.625 20.000 0.625 28.000 1.375 28.000 0.875 28.000 1.375 20.000 0.750 20.000 1.000 20.000 0.750 20.000 1.000 20.000 1.000 26.000 1.000 W12X50 W12X50 W12X50

29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6036.00 29.0011.6050.00 29.0011.6036.00 29.0011.6050.00 29.0011.6050.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6036.00 29.0011.6050.00 29.0011.6036.00 29.0011.6050.00 29.0011.6050.00 29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6036.00 29.0011.6050.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6036.00 29.0011.6050.00 29.0011.6036.00 29.0011.6050.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

0.50N490.00 0.50N490.00 0.50N490.004. 0.50N490.00 0.50N490.00 4. 0.50N490.00 N490.009.00 N490.00 N490.004.34 N490.00 N490.00 N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 N490.00 0.50N490.00 N490.00 0.50N 0.001 0.50N 0.001 0.50N490.003.00 0.50N490.00 0.50N490.003.50 0.50N490.00 0.50N490.003.67 0.50N490.003.66 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.003.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.002.00 0.50N490.002.00 0.50N490.00 0.50N490.00 0.50N490.002.50 0.50N490.00 0.50N490.003.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.002.00 0.50N490.00 0.50N490.002.50 0.50N490.00 0.50N490.003.50 0.50N490.00 0.50N490.00 N490.00 N490.00 N490.00

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

36 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

LA4 LA5 LAR LG1 LG2 LG2 LG3 LG4 LG4 LG5 LG9 LG9 LGA LGI LGI LGJ LGK LGL LGL LGM LGM O11 OC1 OC8 P1 P11 P14 P15 P16 P2 P2 P24 P42 P42 P42 P5 P6 P7 P7 P7 P8 PC1 PC2 PC6 PCO PED PL0 PL1 PL3 PL3 PL3 PL4 PL5 Q-1 Q-2 Q-3 Q-4 RG1 RG2 RG3 RG4 RS1 RS2 RS3 RZ1 RZ2 RZ3 RZ4 T08

W12X50 W12X50 W12X50 79.500 79.500 76.500 76.500 76.500 79.500 79.500 76.500 79.500 79.500 79.500 77.000 76.750 76.750 77.000 79.500 79.500 76.750 18.000 10.750 10.750 72.000 X 8.625

2.250 2.250 0.750 0.750 0.750 2.250 2.250 0.750 2.250 2.250 2.250 1.000 0.875 0.875 1.000 2.250 2.250 0.875 0.500 0.500 0.500 2.000 0.500

8.625 16.000 60.000 60.000 24.000 42.000 42.000 42.000 60.000 42.000 42.000 42.000 42.000 60.000 16.000 8.625 8.625 24.000

0.500 0.500 1.500 1.000 0.750 1.250 1.000 1.250 1.500 1.250 1.250 1.000 1.250 1.000 0.500 0.322 1.200 0.750

72.000 72.000 72.000 72.000 72.000 72.000 72.000 8.625 6.625 24.000

2.750 2.750 2.750 2.500 2.000 2.000 2.000 0.500 0.432 1.000

10.750 6.625 8.625 8.625 12.750 24.000 12.000 10.750 6.625 8.625 8.625 X 8.625

0.500 0.280 0.500 1.200 0.500 0.500 0.500 0.500 0.280 0.500 1.200 0.322

W14X48

PED

W6X9

29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6050.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6050.00 29.0011.6036.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6050.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6036.00 29.0011.6050.00 29.0011.6050.00 29.0011.6050.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9

N490.00 N490.00 N490.00 0.50F490.00 0.50F490.008.0 0.50F490.00 0.50F490.00 0.50F490.00 0.50F490.006.83 0.50F490.00 0.50F490.00 0.50F490.006.83 0.50F490.00 0.50F490.008.50 0.50F490.00 0.50F490.00 0.50F490.00 0.50F490.00 0.50F490.006.0 0.50F490.002.4 0.50F490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N1.0E-4 N490.00 0.50N490.00 0.50N490.00 0.50N490.004. 0.50N490.00 0.50N490.00 0.50N490.004.75 0.50N490.00 0.50N490.005.07 0.50N490.00 0.50N490.00 N490.008. N490.00 N490.008. 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 N490.00 0.50F490.00 0.50F490.00 0.50F490.006.30 0.50F490.00 0.50F490.008.70 0.50F490.00 0.50F490.00 0.50N490.00 0.50N490.00 0.50N490.00 N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

37 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

GRUP T11 GRUP T14 GRUP T15 GRUP T16 GRUP T20 GRUP T26 GRUP T27 GRUP T27 GRUP VRC VRC GRUP W.B GRUP W.C GRUP W12 W12X26 GRUP W24 W24X84 GRUP WCD GRUP WG1 GRUP WG2 GRUP WG3 GRUP WG5 GRUP WG7 GRUP WG7 GRUP WG8 GRUP WG8 GRUP WG9 GRUP WWW MEMBER MEMBER1103LR144 MEMBER OFFSETS MEMBER1107LR122 MEMBER OFFSETS MEMBER1303L 739 MEMBER OFFSETS MEMBER1307L 738 MEMBER OFFSETS MEMBER1403L 741 MEMBER OFFSETS MEMBER1407L 740 MEMBER OFFSETS MEMBER1R146103L MEMBER OFFSETS MEMBER1R147303L MEMBER OFFSETS MEMBER1R148403L MEMBER OFFSETS MEMBER 580 691 MEMBER2 690301L MEMBER OFFSETS MEMBER1 691104X MEMBER OFFSETS MEMBER2 692104X MEMBER OFFSETS MEMBER2 692305L MEMBER OFFSETS MEMBER1101L 580 MEMBER OFFSETS MEMBER1105L 581 MEMBER OFFSETS MEMBER2 563 648 MEMBER OFFSETS MEMBER R09WR09V MEMBER R09X 53B MEMBER R09YR09X MEMBER R09Z 53C MEMBER R100R09Z MEMBER R101 53D MEMBER R102R101 MEMBER R11L 623 MEMBER R11M 624 MEMBER R11N 625 MEMBER R11O 626

8.625 14.000 12.750 16.000 20.000 26.000 26.000 26.000

0.322 0.500 0.375 0.500 0.500 0.625 0.625 1.000

76.500 0.750 10.750 0.500

16.000 16.000 12.750 12.750 16.000 16.000 16.000 16.000 16.000 12.750 4.500

0.500 0.500 0.500 0.500 0.625 0.625 0.500 0.625 0.500 2.540 0.337

29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6036.00 29.0011.6050.00 29.0011.6050.00 29.0011.6036.00 29.0011.6050.00 29.0011.6036.00 29.0011.6050.00 29.0011.6036.00

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

AB1SKN

0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.007.60 N490.00 0.50N 0.001 0.50N490.00 N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.00 0.50N490.002.50 0.50N490.00 0.50N490.002.62 0.50N490.00 0.50N490.00 0.50N490.00

0.70 26.87-26.87

AB1SK 27.12 26.63 AB1SKN

0.70 26.87-26.87

AB1SKN

0.70 26.88 26.87

AB1SK 38.00

-1.91

6.16

AB1SK 38.00

-3.61-11.59 0.70 -26.87-26.87 0.70 -26.87-26.87

AB1SKN AB1SKN AB1SK 1.80

5.75

BA7 BA7 BA7

-38.00 1.826.82 1.893.73 -39.75 1.204.51 -15.25 -9.54

BA7

2.254.44 -15.00 1.893.74 -39.75 1.074.03 32.21 20.18 1.084.03 -32.20 20.18

BA7 BA7 BA7 BB0SK 38.00 BL5SK BL5SK BL5SK BL5SK BL5SK BL5SK BL5SK BL5SK BL5 BL5 BL5SK

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

38 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

MEMBER R11PR09W BL5SK MEMBER R11Q 627 BL5SK MEMBER R11RR09Y BL5SK MEMBER R11T 628 BL5SK MEMBER R11UR100 BL5SK MEMBER R11V 629 BL5SK MEMBER R11WR102 BL5SK MEMBER R11X 634 BL5SK MEMBER R11Y 635 BL5SK MEMBER 515R11B BL6SK MEMBER2 517 513 BL6SK MEMBER153815951 WWW MEMBER OFFSETS 14.08 MEMBER 54115963 WWW MEMBER154135959 WWW MEMBER OFFSETS 56.04 MEMBER154155965 WWW MEMBER OFFSETS 14.08 MEMBER15415R3CF WWW MEMBER OFFSETS -99.24 MEMBER15450R3C2 WWW MEMBER OFFSETS 56.04 MEMBER15928R3CA WWW MEMBER OFFSETS -99.24 MEMBER 59485942 WWW MEMBER R3BH5125 WWW MEMBER1R3BH5127 WWW MEMBER OFFSETS MEMBER1R3C95928 WWW MEMBER OFFSETS MEMBER R3C95947 WWW PGRUP PGRUP PCA 0.2500I29.000 0.25036.000 PLATE PLATE A002 157 275 203105LPCA 2 PLATE OFFSETS PLATE OFFSETS PLATE A003 138 210 275 157PCA 2 PLATE OFFSETS PLATE OFFSETS PLATE A006 210 207 276 275PCA 2 PLATE OFFSETS PLATE OFFSETS PLATE A007 275 276 169 203PCA 2 PLATE OFFSETS PLATE OFFSETS PLATE A022 279 280 151 112PCA 2 PLATE OFFSETS PLATE OFFSETS PLATE A024 211 213 281 280PCA 2 PLATE OFFSETS PLATE OFFSETS PLATE A025 280 281 152 151PCA 2 PLATE OFFSETS PLATE OFFSETS PLATE A027 213 215 282 281PCA 2 PLATE OFFSETS PLATE OFFSETS PLATE A028 281 282 153 152PCA 2 PLATE OFFSETS PLATE OFFSETS PLATE A030 215 217 229 282PCA 2 PLATE OFFSETS PLATE OFFSETS PLATE OFFSETS JOINT JOINT 112 -23. 35. -77. -9.000 1.692 JOINT 114 -23. -35. -77. -9.000 -1.764 JOINT 116 38. -35. -77. 7.860 -1.764

-104.0 -99.24

490.000

-13.00 -13.00

-13.00 -13.00 -13.00

-1.428 -1.428 -1.428

PROYECTO No.

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JOINT JOINT JOINT JOINT JOINT JOINT JOINT JOINT JOINT JOINT JOINT JOINT JOINT JOINT JOINT JOINT JOINT JOINT JOINT JOINT JOINT JOINT JOINT JOINT JOINT JOINT JOINT JOINT JOINT

118 136 137 138 142 145 146 147 148 149 151 152 153 154 155 R3EY R3EZ R3F0 R3FB R3FC R3FD R3FE R3FH R3FL R3FP R3FQ R3FR R3FS R3FT

35. 6. -40. -40. 52. -40. -40. -40. 52. 52. -16. -12. -9. -6. -30. -7. -7. -7. 5. 5. 5. 5. 13. 13. 13. 13. 13. 13. -7.

35. 0. -22. 22. -24. -18. 18. -28. -28. -22. 35. 35. 35. 35. -27. 18. 26. 30. -18. 18. 26. 30. -7. 7. -18. 18. 26. 30. 5.

-77. 3.756 1.692 -77. 4.032 -77. -6.000 -77. 6.000 -77. 5.160 -4.980 -77. -2.640 -77. 2.640 -77. -11.364 -77. 5.160-11.364 -77. 5.160 -6.000 -77. -4.416 1.692 -77.-10.416 1.692 -77. -4.056 1.692 -77. 1.692 -77. -8.376 39. -3.841 9.000 39. -3.841 3.000 39. -3.841 3.000 39. 2.946 -9.000 39. 2.946 9.000 39. 2.946 3.000 39. 2.946 3.000 39. 3.798 -6.000 39. 3.798 6.000 39. 3.798 -9.000 39. 3.798 9.000 39. 3.798 3.000 39. 3.798 3.000 39. -0.033 9.000

-1.428 -1.428 -1.428 -1.428 -1.428 -1.428 -1.428 -1.428 -1.428 -1.428 -1.428 -1.428 -1.428 -1.428 -1.428 8.592 8.592 8.592 8.592 8.592 8.592 8.592 8.592 8.592 8.592 8.592 8.592 8.592 8.592

11.CARGAS CONSIDERADAS PARA EL ANÁLISIS

11.1.Cargas gravitacionales Las cargas gravitacionales son las que actúan debido al peso propio de la estructura (modelado), tomando en cuenta el efecto de flotación, las cargas muertas no modeladas, las cuales pertenecen a todos los accesorios de la estructura tales como los ánodos de sacrificio, orejas de izaje, pasillos rejilla, etc., así como las cargas vivas en áreas libres y el peso de los equipos en general. A continuación se indica el listado de cargas que se aplican al modelo estructural. ** USER SUPPLIED LOAD CASE DESCRIPTIONS ** LOAD CASE DESCRIPTION 1 2 3 4 5 6 7 8 9 W 10

CARGA MUERTA GENERADA PESO DE ACCESORIOS SUB. PESO REJILLA NIVEL+26.517 PESO REJILLA NIVEL+19.100 PESO REJILLA SUBNIVEL C.M EQ.DE PERF.C-SUPERIOR C.M EQUIPO CUBIERTA INFERIOR C.V EQ.DE PERF.C-SUPERIOR C.V DE EQUIPO C-INFERIOR Y SUBNIVEL C.M DE EQUIPO EN EL SUBNIVEL C.M DE EQUIPO EN EL SUBNIVEL

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11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 SOP STO 50

CV PASILLOS CV AREAS LIBRES P.TORRE PERF.Y TUB.POSICION 1 P.TORRE PERF.Y TUB.POSICION 2 P.TORRE PERF.Y TUB.POSICION 3 P.TORRE PERF.Y TUB.POSICION 4 P.TORRE PERF.Y TUB.POSICION 5 CARGA MUERTA GRÚA REACC.GRUA MOM-MAX.0 GR REACC.GRUA MOM-MAX.45 GR REACC.GRUA MOM-MAX.90 GR REACC.GRUA MOM-MAX.135 GR REACC.GRUA MOM-MAX.180 GR REACC.GRUA MOM-MAX.225 GR REACC.GRUA MOM-MAX.270 GR REACC.GRUA MOM-MAX.315 GR REACC.GRUA CORT-MAX.0 GR REACC.GRUA CORT-MAX.45 GR REACC.GRUA CORT-MAX.90 GR REACC.GRUA CORT-MAX.135 GR REACC.GRUA CORT-MAX.180 GR REACC.GRUA CORT-MAX.225 GR REACC.GRUA CORT-MAX.270 GR REACC.GRUA CORT-MAX.315 GR VIENTO CORRIENTE Y OLA OPERACIÓN 0° VIENTO CORRIENTE Y OLA OPERACIÓN 45° VIENTO CORRIENTE Y OLA OPERACIÓN 90° VIENTO CORRIENTE Y OLA OPERACIÓN 135° VIENTO CORRIENTE Y OLA OPERACIÓN 180° VIENTO CORRIENTE Y OLA OPERACIÓN 225° VIENTO CORRIENTE Y OLA OPERACIÓN 270° VIENTO CORRIENTE Y OLA OPERACIÓN 315° VIENTO CORRIENTE Y OLA TORMENTA 0° VIENTO CORRIENTE Y OLA TORMENTA 45° VIENTO CORRIENTE Y OLA TORMENTA 90° VIENTO CORRIENTE Y OLA TORMENTA 135° VIENTO CORRIENTE Y OLA TORMENTA 180° VIENTO CORRIENTE Y OLA TORMENTA 225° VIENTO CORRIENTE Y OLA TORMENTA 270° VIENTO CORRIENTE Y OLA TORMENTA 315° SUBNIVEL PARA OPERACION DE VALBULAS OPERACION SUBNIVEL PARA OPERACION DE VALBULAS TORMENTA VIENTO CORRIENTE Y OLA TORMENTA 315°

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11.2.Cargas ambientales Las cargas ambientales son las generadas debido a las fuerzas ejercidas por el viento, fuerzas por ola y fuerzas por corriente hidrodinรกmica, las cuales se obtienen de acuerdo a lo especificado en la norma de referencia NRF-003-PEMEX-2007. Estas fuerzas son aplicadas en ocho direcciones de incidencia, tal y como lo muestra la siguiente figura:

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A continuación se muestran los parámetros utilizados (sistema métrico) para la obtención de la teoría de oleaje utilizada para el análisis de Operación y Tormenta.

Parámetros para el análisis de Operación

ALTURAS DE OLA MÁXIMA Y SIGNIFICANTE 10

ALTURA DE OLA 8

ALTURA DE OLA (m)

ALTURA DE OLA SIGNIFICANTE 4

0 0

40 50 60 TIRANTE DE AGUA (m)

TIRANTE DE LA PLATAFORMA (m) = ALTURA DE OLA MÁXIMA (m) = ALTURA DE OLA SIGNIFICANTE(m) =

23.506 m 6.675 m 3.247 m

Unidades métricas

TIRANTE DE LA PLATAFORMA (m) = ALTURA DE OLA MÁXIMA (m) = ALTURA DE OLA SIGNIFICANTE (m) = PERIODO DE OLA VELOCIDAD DEL VIENTO MAREA ASTRONÓMICA MAREA DE TORMENTA VELOCIDAD A 0% DE PROFUNDIDAD VELOCIDAD A 50% DE PROFUNDIDAD VELOCIDAD A 95% DE PROFUNDIDAD

100

23.506 m 6.675 m 3.247 m 8.200 s 1440.0cm/s 0.760 m 0.300 m 30.000cm/s 25.000cm/s 18.000cm/s

Sistema Ingles 77.119 ft 21.899 ft 10.652 ft 8.200 s 27.991 knots 2.493 ft 0.984 ft 0.583 knots 0.486 knots 0.350 knots

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Parámetros para el análisis de Tormenta

ALTURA DE OLA MÁXIMA DE DISEÑO POR TORMENTA

20 18

ALTURA DE OLA (m)

16 14 12 10 8 6 4 2 0 0

40 50 60 70 TIRANTE DE AGUA (m)

TIRANTE DE LA PLATAFORMA (m) = ALTURA DE OLA MÁXIMA (m) =

100

23.506 m 13.689 m

VELOCIDAD MAXIMA DEL VIENTO A 10m SOBRE NMM PROMEDIO 1HORA 40

VELOCIDAD DEL VIENTO (m/s)

20 0

100

TIRANTE DE AGUA (m)

VELOCIDAD DEL VIENTO

28.491m/s

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Parámetros para el análisis de Tormenta (continuación) MAREA DE TROMENTA 140

MAREA DE TORMENTA (cm)

130 120 110 100 90 80 70 60 50 40 0

100

TIRANTE DE AGUA (m)

MAREA DE TORMENTA =

84.893 cm

VELOCIDADES DE CORRIENTES

VELOCIDAD DE CORRIENTE (cm/s)

140 130

0% de la profundidad

120 110

50% de la profundidad

100 90 95% de la profundidad 80 70 60 0

100

TIRANTE (m)

VELOCIDAD A 0% DE PROFUNDIDAD VELOCIDAD A 50% DE PROFUNDIDAD VELOCIDAD A 95% DE PROFUNDIDAD

125.000 123.428 122.161

cm/s cm/s cm/s

Parámetros para el análisis de Tormenta (continuación) PROYECTO No.

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TIRANTE DE LA PLATAFORMA (m) = ALTURA DE OLA MÁXIMA (m) = PERIODO DE OLA VELOCIDAD DEL VIENTO MAREA ASTRONÓMICA MAREA DE TORMENTA = VELOCIDAD A 0% DE PROFUNDIDAD VELOCIDAD A 50% DE PROFUNDIDAD VELOCIDAD A 95% DE PROFUNDIDAD

Unidades métricas 23.506 m 13.689 m 12.180 s

Sistema Ingles 77.119 ft 44.912 ft 12.180 s 2849.1cm/s 55.382 knots 0.760 m 2.493 ft 84.893 cm 2.785 ft 125.000cm/s 2.430 knots 123.428cm/s 2.399 knots 122.161cm/s 2.375 knots

A continuación se muestra la obtención de la teoría de oleaje utilizada en el análisis de Operación y Tormenta de la Plataforma, tomando en cuenta el efecto Doppler y la Cinemática Bidimensional.

Teoría de Ola para las condiciones de Operación STREAM FUNCTION ORD 5.

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Teoría de Ola para las condiciones de Tormenta STREAM FUNCTION ORD 9.

12.ARCHIVO DE DATOS En esta sección se lista el archivo de datos generado para las cargas aplicadas en el modelo estructural AREA AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN

4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 6.3 6.3 6.3 6.3 6.3 6.3 0.6

4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 0.6 0.6 0.6 0.6 0.6 0.6 6.3

-7.00 -7.00 18.50 18.50 20.50 20.50 -8.50 -8.50 35.00 35.00 52.00 52.00 -23.00 -23.00 -31.50

-10.00 -10.00 -10.00 -10.00 11.00 11.00 11.00 11.00 0.00 0.00 11.50 -11.50 -10.00 10.00 35.00

-77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00

1.05R29L 136 1.05R29L 136 1.05R300 136 1.05R300 136 1.05R190 136 1.05R190 136 1.05R178 136 1.05R178 136 1.05R301R30V 1.05R301R30V 1.05R18U 241 1.05R20YR20Z 1.05R29KR22Q 1.05R22QR30U 1.05 169 180

FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD

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AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN

0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 6.3 4.4 4.4 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4

6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 0.6 4.4 4.4 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4

-18.00 -4.00 11.00 26.50 39.50 43.00 26.50 11.00 -3.50 -18.00 -31.50 36.50 36.50 -24.50 -24.50 -11.50 -11.50 -11.50 -11.50 18.50 18.50 34.00 -32.50 -32.50 26.50 26.50 26.50 -25.00 -32.50 -32.50 -19.00 -19.00 -19.00 -19.00 -19.00 -19.00 25.50 25.50 25.50 26.00 26.00 26.00 -40.00 -40.00 46.00 46.00 46.00 -40.00 -40.00 -40.00 -40.00 -40.00 -40.00 -40.00 -40.00 -40.00 -40.00 -40.00 -40.00 43.50 43.50 45.00 45.00 49.00 49.00 51.00 51.00 47.00 47.00

35.00 35.00 35.00 35.00 35.00 -35.00 -35.00 -35.00 -35.00 -35.00 -35.00 -23.00 23.00 23.00 -23.00 -9.00 -9.00 9.00 9.00 -10.00 -10.00 -20.50 -23.00 23.00 15.00 15.00 15.00 -8.50 -14.00 14.00 28.00 28.00 28.00 -28.00 -28.00 -28.00 -28.00 -28.00 -28.00 28.00 28.00 28.00 19.00 -19.00 0.00 0.00 0.00 -19.50 19.50 5.50 -5.50 -20.00 -6.00 6.00 20.00 6.00 27.50 -6.00 -27.50 -5.50 6.00 -19.50 20.00 -10.00 10.00 27.50 -27.50 -14.00 -14.00

-77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -18.50 -18.50 -6.00 -6.00 -32.50 -44.00 -44.00 -32.50 -54.00 -71.00 -54.00 -71.00 -6.00 -6.00 -18.50 -18.50 -57.00 -57.00 -71.00 -71.00 -37.50 -37.50

1.05R17V 151 1.05 154R180 1.05R18QR18R 1.05 216 214 1.05 195 196 1.05 208 209 1.05 178 177 1.05R21KR21P 1.05 166R21D 1.05R20K 163 1.05 170 192 1.05 320R20S 1.05R19YR190 1.05 308R178 1.05 316R17A 1.05 410 400 1.05 410 400 1.05 409 400 1.05 409 400 1.05R37VR37E 1.05R37VR37E 1.05C03ZR37V 1.05301L 410 1.05305L 409 1.05307LR37D 1.05307LR37D 1.05307LR37D 1.05 406 1.05 410 412 1.05 414 409 1.05305L 401 1.05305L 401 1.05305L 401 1.05301LR379 1.05301LR379 1.05301LR379 1.05 326303L 1.05 326303L 1.05 326303L 1.05 328307L 1.05 328307L 1.05 328307L 1.05 414305L 1.05301L 412 1.05303L307L 1.05303L307L 1.05303L307L 1.05301L 602 1.05305L 606 1.05 606304X 1.05 602304X 1.05 690301L 1.05 690104X 1.05 692104X 1.05 692305L 1.05 693104X 1.05105L 581 1.05 691104X 1.05101L 580 1.05 608303X 1.05 616303X 1.05303L 608 1.05307L 616 1.05 330203X 1.05 333203X 1.05107L 333 1.05103L 330 1.05303L203X 1.05303L203X

FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD

PROYECTO No.

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AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN ** AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN AREAAN

4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4

47.00 47.00 -25.00 -25.00 30.00 30.00 -18.00 -18.00 -18.00 25.00 25.00 25.00 -18.00 -18.00 -18.00 28.00 28.00 28.00

14.00 14.00 -27.00 -27.00 -27.00 -27.00 -29.50 -29.50 -29.50 -29.50 -29.50 -29.50 -33.00 -33.00 -33.00 -33.00 -33.00 -33.00

-37.50 -37.50 -17.50 -17.50 -17.50 -17.50 -38.00 -38.00 -38.00 -38.00 -38.00 -38.00 -63.50 -63.50 -63.50 -63.50 -63.50 -63.50

1.05307L203X 1.05307L203X 1.05301L 574 1.05301L 574 1.05303L 572 1.05303L 572 1.05301L201X 1.05301L201X 1.05301L201X 1.05303L201X 1.05303L201X 1.05303L201X 1.05101L201X 1.05101L201X 1.05101L201X 1.05103L201X 1.05103L201X 1.05103L201X

FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD

5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1

-7.00 -7.00 18.50 18.50 20.50 20.50 -8.50 -8.50 35.00 35.00 52.00 52.00 -23.00 -23.00 -31.50 -18.00 -4.00 11.00 26.50 39.50 43.00 26.50 11.00 -3.50 -18.00 -31.50 36.50 36.50 -24.50 -24.50 -11.50 -11.50 -11.50 -11.50 18.50 18.50 34.00 -32.50 -32.50 26.50 26.50 26.50 -25.00 -32.50 -32.50 -19.00 -19.00 -19.00 -19.00 -19.00

-10.00 -10.00 -10.00 -10.00 11.00 11.00 11.00 11.00 0.00 0.00 11.50 -11.50 -10.00 10.00 35.00 35.00 35.00 35.00 35.00 35.00 -35.00 -35.00 -35.00 -35.00 -35.00 -35.00 -23.00 23.00 23.00 -23.00 -9.00 -9.00 9.00 9.00 -10.00 -10.00 -20.50 -23.00 23.00 15.00 15.00 15.00 -8.50 -14.00 14.00 28.00 28.00 28.00 -28.00 -28.00

-77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -77.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00

1.20R29L 136 1.20R29L 136 1.20R300 136 1.20R300 136 1.20R190 136 1.20R190 136 1.20R178 136 1.20R178 136 1.20R301R30V 1.20R301R30V 1.20R18U 241 1.20R20YR20Z 1.20R29KR22Q 1.20R22QR30U 1.20 169 180 1.20R17V 151 1.20 154R180 1.20R18QR18R 1.20 216 214 1.20 195 196 1.20 208 209 1.20 178 177 1.20R21KR21P 1.20 166R21D 1.20R20K 163 1.20 170 192 1.20 320R20S 1.20R19YR190 1.20 308R178 1.20 316R17A 1.20 410 400 1.20 410 400 1.20 409 400 1.20 409 400 1.20R37VR37E 1.20R37VR37E 1.20C03ZR37V 1.20301L 410 1.20305L 409 1.20307LR37D 1.20307LR37D 1.20307LR37D 1.20 406 1.20 410 412 1.20 414 409 1.20305L 401 1.20305L 401 1.20305L 401 1.20301LR379 1.20301LR379

FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

49 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

AREAAN 5.1 5.1 -19.00 AREAAN 5.1 5.1 25.50 AREAAN 5.1 5.1 25.50 AREAAN 5.1 5.1 25.50 AREAAN 5.1 5.1 26.00 AREAAN 5.1 5.1 26.00 AREAAN 5.1 5.1 26.00 AREAAN 5.1 5.1 -40.00 AREAAN 5.1 5.1 -40.00 AREAAN 5.1 5.1 46.00 AREAAN 5.1 5.1 46.00 AREAAN 5.1 5.1 46.00 AREAAN 5.1 5.1 -40.00 AREAAN 5.1 5.1 -40.00 AREAAN 5.1 5.1 -40.00 AREAAN 5.1 5.1 -40.00 AREAAN 5.1 5.1 -40.00 AREAAN 5.1 5.1 -40.00 AREAAN 5.1 5.1 -40.00 AREAAN 5.1 5.1 -40.00 AREAAN 5.1 5.1 -40.00 AREAAN 5.1 5.1 -40.00 AREAAN 5.1 5.1 -40.00 AREAAN 5.1 5.1 -40.00 AREAAN 5.1 5.1 43.50 AREAAN 5.1 5.1 43.50 AREAAN 5.1 5.1 45.00 AREAAN 5.1 5.1 45.00 AREAAN 5.1 5.1 49.00 AREAAN 5.1 5.1 49.00 AREAAN 5.1 5.1 51.00 AREAAN 5.1 5.1 51.00 AREAAN 5.1 5.1 47.00 AREAAN 5.1 5.1 47.00 AREAAN 5.1 5.1 47.00 AREAAN 5.1 5.1 47.00 AREAAN 5.1 5.1 -25.00 AREAAN 5.1 5.1 -25.00 AREAAN 5.1 5.1 30.00 AREAAN 5.1 5.1 30.00 AREAAN 5.1 5.1 -18.00 AREAAN 5.1 5.1 -18.00 AREAAN 5.1 5.1 -18.00 AREAAN 5.1 5.1 25.00 AREAAN 5.1 5.1 25.00 AREAAN 5.1 5.1 25.00 AREAAN 5.1 5.1 -18.00 AREAAN 5.1 5.1 -18.00 AREAAN 5.1 5.1 -18.00 AREAAN 5.1 5.1 28.00 AREAAN 5.1 5.1 28.00 AREAAN 5.1 5.1 28.00 *******MEZANINE************** AREAX1 147.6 55.00 AREAY1 369.0 55.00 *******NIVEL+19.100********** AREAX21447.0 13.34 AREAY2 812.0 5.0 13.34 *******NIVEL+26.517********* AREAX32099.8 40.00 AREAY3 1771.7 40.00 AREAX42099.8 60.00 AREAY4 1771.7 60.00 AREAX5 423.3 -32.00 AREAY5 442.9 -32.00 CDM CDM 10.75 0.650 1.600 CDM 12.75 0.650 1.600 CDM 24.00 0.650 1.600

-28.00 -28.00 -28.00 -28.00 28.00 28.00 28.00 19.00 -19.00 0.00 0.00 0.00 -19.50 19.50 5.50 -5.50 -20.00 -6.00 6.00 20.00 6.00 27.50 -6.00 -27.50 -5.50 6.00 -19.50 20.00 -10.00 10.00 27.50 -27.50 -14.00 -14.00 14.00 14.00 -27.00 -27.00 -27.00 -27.00 -29.50 -29.50 -29.50 -29.50 -29.50 -29.50 -33.00 -33.00 -33.00 -33.00 -33.00 -33.00 0.00 0.00 -3.75 -3.75

-26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -26.00 -18.50 -18.50 -6.00 -6.00 -32.50 -44.00 -44.00 -32.50 -54.00 -71.00 -54.00 -71.00 -6.00 -6.00 -18.50 -18.50 -57.00 -57.00 -71.00 -71.00 -37.50 -37.50 -37.50 -37.50 -17.50 -17.50 -17.50 -17.50 -38.00 -38.00 -38.00 -38.00 -38.00 -38.00 -63.50 -63.50 -63.50 -63.50 -63.50 -63.50

1.20301LR379 1.20 326303L 1.20 326303L 1.20 326303L 1.20 328307L 1.20 328307L 1.20 328307L 1.20 414305L 1.20301L 412 1.20303L307L 1.20303L307L 1.20303L307L 1.20301L 602 1.20305L 606 1.20 606304X 1.20 602304X 1.20 690301L 1.20 690104X 1.20 692104X 1.20 692305L 1.20 693104X 1.20105L 581 1.20 691104X 1.20101L 580 1.20 608303X 1.20 616303X 1.20303L 608 1.20307L 616 1.20 330203X 1.20 333203X 1.20107L 333 1.20103L 330 1.20303L203X 1.20303L203X 1.20307L203X 1.20307L203X 1.20301L 574 1.20301L 574 1.20303L 572 1.20303L 572 1.20301L201X 1.20301L201X 1.20301L201X 1.20303L201X 1.20303L201X 1.20303L201X 1.20101L201X 1.20101L201X 1.20101L201X 1.20103L201X 1.20103L201X 1.20103L201X

FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI

48.38 1.505959596159715978 48.38 1.505959596159715978

F F

69.80 1.505034510351075038511050415359F 69.80 1.505034510351075038511050415359F

-3.75 97.53 1.505525559856015528560455316143F -3.75 97.53 1.505525559856015528560455316143F 0.00 123.78 1.50560155635528553155675604 F 0.00 123.78 1.50560155635528553155675604 F 0.00 89.34 1.50551855205523559655935591 F 0.00 89.34 1.50551855205523559655935591 F 1.050 1.050 1.050

1.200 1.200 1.200

PROYECTO No.

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MC-433-24-G-01

REV.

0 FGG-01_REV.0

CDM 30.00 0.650 1.600 1.050 CDM 36.00 0.650 1.600 1.050 CDM 48.00 0.650 1.600 1.050 CDM 52.00 0.650 1.600 1.050 CDM 60.00 0.650 1.600 1.050 CDM 72.00 0.650 1.600 1.050 CDM 84.00 0.650 1.600 1.050 CDM 95.00 0.650 1.600 1.050 CDM 108.00 0.650 1.600 1.050 CDM 120.00 0.650 1.600 1.050 CDM 132.00 0.650 1.600 1.050 CDM 144.00 0.650 1.600 1.050 CDM 500.00 0.650 1.600 1.050 MGROV MGROV 0.000 11.502 2.165 MGROV 11.502 80.400 2.950 GRPOV GRPOV PL0NF 0.001 GRPOV PL1NF 0.001 GRPOV PL3NF 0.001 GRPOV PL3NF 0.001 GRPOV PL3NF 0.001 GRPOV PL4NF 0.001 GRPOV PL5NF 0.001 GRPOV W.BNF 0.001 0.001 0.001 0.001 LOAD LOADCN 1 LOADLB 1CARGA MUERTA GENERADA DEAD DEAD -Z M LOADCN 2 LOADLB 2PESO DE ACCESORIOS SUB. LOAD 505L -2.2046 LOAD 507L -2.2046 LOAD 503L -2.2046 LOAD 501L -2.2046 LOAD 632 -2.7620 LOAD 563 -2.7620 LOAD 568 -5.5240 LOAD 565 -5.5240 LOAD 588 -5.5240 LOAD 587 -5.5240 LOAD 586 -2.7620 LOAD 584 -2.7620 LOAD R093 -1.1610 LOAD R095 -1.1610 LOAD R094 -1.1610 LOAD 761 -1.1610 LOAD 762 -1.1610 LOAD 763 -1.1610 LOAD 900 -2.7620 LOAD 902 -2.7620 LOAD 901 -2.7620 LOAD 904 -2.7620 LOAD 975 -2.7620 LOAD 899 -2.7620 LOAD 587 -2.7620 LOAD 760 -2.7620 LOAD 565 -2.7620 LOAD 407L -5.0710 LOAD 307L -5.0710 LOAD 107L -5.0710 LOAD 103L -5.0710 LOAD 303L -5.0710 LOAD 403L -5.0710 LOAD Z D00XR121 -0.0100 -0.0100 LOAD Z D00Y 900 -0.0100 -0.0100 LOAD Z R09U 901 -0.0100 -0.0100 LOAD Z R121 564 -0.0100 -0.0100

1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 75.000 75.000 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001

GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB

JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN UNIF UNIF UNIF UNIF

O-IZ-VE O-IZ-VE O-IZ-VE O-IZ-VE ABR-DEF ABR-DEF ABR-DEF ABR-DEF ABR-DEF ABR-DEF ABR-DEF ABR-DEF AB-PRIS AB-PRIS AB-PRIS AB-PRIS AB-PRIS AB-PRIS ABR-EMB ABR-EMB ABR-EMB ABR-EMB ABR-EMB ABR-EMB ABR-EMB ABR-EMB ABR-EMB ABR-DUC ABR-DUC ABR-DUC ABR-DUC ABR-DUC ABR-DUC TUB-INH TUB-INH TUB-INH TUB-INH

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

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MC-433-24-G-01

REV.

0 FGG-01_REV.0

LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD

Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z

R29L 136 R29L 136 R300 136 R300 136 R190 136 R190 136 R178 136 R178 136 R301R30V R301R30V R18U 241 R20YR20Z R38RR22Q R22QR38V 169 180 R17V 151 154R180 R18QR18R 216 214 195 196 208 209 178 177 R21KR21P 166R21D R20K 163 170 192 320R20S R19YR190 308R178 316R17A 410R39I R39I 400 409R39H R39H 400 R37VR37E R37VR37E C03ZR37V 301L 410 305L 409 307LR37D 307LR37D 307LR37D 305L 401 305L 401 305L 401 301LR379 301LR379 301LR379 326303L 326303L 326303L 328307L 328307L 328307L 414305L 301L 412 303L307L 303L307L 303L307L 301L 602 305L 606 606304X 602304X 690301L 690104X 692104X 692305L 693104X 105L 581

11.0388-0.7250 22.0776-0.7250 10.8411-0.7250 21.6822-0.7250 12.2321-0.7250 24.4641-0.7250 12.5229-0.7250 25.0459-0.7250 13.3333-0.7250 26.6667-0.7250 3.60500-0.7250 3.60500-0.7250 .039978-0.7250 10.0000-0.7250 1.66650-0.7250 1.84550-0.7250 1.99750-0.7250 2.00000-0.7250 1.66500-0.7250 1.67600-0.7250 1.66950-0.7250 1.66650-0.7250 1.99950-0.7250 1.93000-0.7250 1.84700-0.7250 1.66650-0.7250 2.07583-0.7250 2.07089-0.7250 1.90458-0.7250 1.89634-0.7250 11.1120-0.7250 6.27240-0.7250 11.3617-0.7250 6.77634-0.7250 9.20089-0.7250 18.4018-0.7250 5.02001-0.7250 7.22124-0.7250 7.22147-0.7250 10.8475-0.7250 21.6950-0.7250 32.5425-0.7250 9.94258-0.7250 19.8852-0.7250 29.8277-0.7250 9.94258-0.7250 19.8852-0.7250 29.8277-0.7250 9.50308-0.7250 19.0062-0.7250 28.5093-0.7250 9.23383-0.7250 18.4677-0.7250 27.7015-0.7250 7.80867-0.7250 7.80867-0.7250 12.8087-0.7250 25.6173-0.7250 38.4260-0.7250 9.59420-0.7250 9.57825-0.7250 7.20496-0.7250 7.81402-0.7250 8.75003-0.7250 7.98636-0.7250 7.36199-0.7250 8.74941-0.7250 7.99050-0.7250 8.10395-0.7250

GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB

CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC

ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS ANODOS

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

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MC-433-24-G-01

REV.

0 FGG-01_REV.0

LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOADCN LOADLB LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z

691104X 7.24534-0.7250 101L 580 8.10689-0.7250 608303X 7.85696-0.7250 616303X 7.34496-0.7250 303L 608 9.61215-0.7250 307L 616 9.49914-0.7250 330203X 12.1925-0.7250 333203X 12.9266-0.7250 107L 333 9.59640-0.7250 103L 330 8.12253-0.7250 303L203X 11.2421-0.7250 303L203X 22.4841-0.7250 307L203X 10.8254-0.7250 307L203X 21.6508-0.7250 301L 574 10.2645-0.7250 301L 574 20.5290-0.7250 303L 572 10.8591-0.7250 303L 572 21.7183-0.7250 301L201X 11.5464-0.7250 301L201X 23.0929-0.7250 301L201X 34.6393-0.7250 303L201X 11.2678-0.7250 303L201X 22.5357-0.7250 303L201X 33.8035-0.7250 101L201X 12.1814-0.7250 101L201X 24.3627-0.7250 101L201X 36.5441-0.7250 103L201X 12.5079-0.7250 103L201X 25.0158-0.7250 103L201X 37.5236-0.7250 3 3PESO REJILLA NIVEL+26.517 56235624 -0.0336 56245625 -0.0336 56255626 -0.0336 63526356 -0.0336 63566360 -0.0336 63606364 -0.0336 63516355 -0.0336 63506354 -0.0336 63496353 -0.0336 56175618 -0.0336 56185619 -0.0336 63536357 -0.0336 63546358 -0.0336 63556359 -0.0336 56195620 -0.0336 63576361 -0.0336 63586362 -0.0336 63596363 -0.0336 56165617 -0.0336 56155616 -0.0336 56145615 -0.0336 56135614 -0.0336 63086311 -0.0336 63076310 -0.0336 55087352 -0.0336 60437353 -0.0336 60447354 -0.0336 60457355 -0.0336 5524R14S -0.0336 60957357 -0.0336 60967358 -0.0336 55407359 -0.0336 61257360 -0.0336 61267361 -0.0336 55587362 -0.0336 61807363 -0.0336 61817364 -0.0336

GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB

CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC

GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB

UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

53 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOADCN LOADLB LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z LOAD Z

55817365 62427366 62437367 5597R14T 63066309 73525509 73536046 73546047 73556048 73565525 73576097 73586098 73595541 73606127 73616128 73625559 73636182 73646183 73655582 73666244 73676245 73685598 55097369 73695510 55107386 73865511 55117403 74035512 55127420 74205513 55137437 74375514 55147454 74545515 55157124 6369R10D 6368R10E 6367R10F 6371R10I 6372R10H 6373R10G 56267088 63647090 63637091 63627092 63617093 56207094 R10D6373 R10E6372 R10F6371 R10G6377 R10H6376 R10I6375 R14S7356 R14T7368 4 4PESO REJILLA 50005140 50115012 50125013 50135014 50145015 50175016 50185017 50195018 50205019 50215020 50225021 50235022

-0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336 -0.0336

UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF

REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2 REJILLA2

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PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

54 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

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PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

55 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

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PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

56 DE 90

MC-433-24-G-01

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PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

57 DE 90

MC-433-24-G-01

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PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

58 DE 90

MC-433-24-G-01

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PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

59 DE 90

MC-433-24-G-01

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PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

60 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

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CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS CMLODOS

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UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF

CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM

LIQ LIQ LIQ LIQ LIQ LIQ LIQ LIQ LIQ LIQ LIQ LIQ LIQ LIQ LIQ LIQ LIQ LIQ LIQ LIQ LIQ LIQ LIQ LIQ LIQ LIQ

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

61 DE 90

MC-433-24-G-01

REV.

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GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB

UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF

CM CM CM CM CM CM CM CM CM CM

LIQ LIQ LIQ LIQ LIQ LIQ LIQ LIQ LIQ LIQ

GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB

UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF

CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL CEL-SOL

GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB

UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

62 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

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C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI C-MAQUI

GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB

UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF

C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

63 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

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C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC C-ALMAC

GLOB GLOB GLOB GLOB

UNIF UNIF UNIF UNIF

C-BOMB C-BOMB C-BOMB C-BOMB

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

64 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

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73855599 62457384 73846247 62447383 73836246 55827382 73825583 61837381 73816185 61827380 73806184 55597379 73795560 61277377 73786130 61287378 73776129 55417376 73765542 60987375 73756100 60977374 73746099 55257373 73735526 60487372 73726051 60477371 73716050 60467370 73706049 63226325 63216324 63206323 55997402 62477401 62467400 55837399 61857398 61847397 55607396 61307395 61297394 55427393 61007392 60997391 55267390 60517389 60507388 60497387 63086311 63076310 63066309 73685598 73676245 73666244 73655582 73646183 73636182 73625559 73616128 73606127 73595541 73586098 73576097 73565525 73556048 73546047 73536046

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C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB C-BOMB

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

65 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

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C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT C-HABIT

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

66 DE 90

MC-433-24-G-01

REV.

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PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

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420827806

67 DE 90

MC-433-24-G-01

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PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

68 DE 90

MC-433-24-G-01

REV.

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PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

69 DE 90

MC-433-24-G-01

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PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

70 DE 90

MC-433-24-G-01

REV.

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V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-ALMAC V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

71 DE 90

MC-433-24-G-01

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V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT V-HABIT

GLOB GLOB GLOB GLOB GLOB GLOB GLOB

UNIF UNIF UNIF UNIF UNIF UNIF UNIF

CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

72 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

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GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB

UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF

CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS CVLODOS

GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB

UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF JOIN JOIN UNIF

CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV LIQ CV GRUA CV-DIESE V-ALMAC

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

73 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

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GLOB UNIF

V-ALMAC

CV TANQ CV TANQ CV TANQ CV TANQ CV TANQ CV TANQ GA1350A GA1350A GA1350A GA1350A CP-A-04 CP-A-04 CP-A-04 GA5330 GA5330 GA5330 GA5330 GA5330 GA5330 GA5330 GA5330 GA5330 GA5330 GA5330 GA5330 GA5330 GA4110 GA4110 GA4110 GA4110 GA4110 GA4110 GA4110 C-BOMBA CPAO1 CFA2801 CFA2801 CFA2801 CFA2801 CFA2801 CFA2801 MOD-HAB MOD-HAB MOD-HAB MOD-HAB MOD-HAB MOD-HAB MOD-HAB MOD-HAB MOD-HAB MOD-HAB MOD-HAB MOD-HAB MOD-HAB MOD-HAB MOD-HAB MOD-HAB MOD-HAB MOD-HAB MOD-HAB C-RESG C-B ATER C-B ATER C-ELECT C-ELECT C-INSTR

UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN JOIN UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

74 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

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P-S-INST P-S-INST P-S-INST TRAM-10 TRAM-10 TRAM-10 TRAM-10 TRAM-10 TRAM-10 TRAM-10 TRAM-10 TRAM-10 TRAM-10 TRAM-16 TRAM-16 TRAM-16 TRAM-16 TRAM-16 TRAM-16 TRAM-16 TRAM-16 TRAM-16 TRAM-16 TRAM-24 TRAM-24 TRAM-24 TRAM-24 TRAM-24 TRAM-24 TRAM-24 TRAM-24 TRAM-24 TRAM-24 TRAM-12 TRAM-12 TRAM-12 TRAM-12 TRAM-12 AIR-INST AIR-INST AIR-INST AIR-INST AIR-INST AIR-INST AIR-INST AIR-INST PQ-AC-PR PQ-AC-PR PQ-AC-PR PQ-AC-PR PQ-AC-PR PQ-AC-PR PQ-AC-PR CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

75 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

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GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB

UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF

CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV-AL-QU CV TANQ PQ-AC-PR PQ-AC-PR PQ-AC-PR PQ-AC-PR PQ-AC-PR PQ-AC-PR PQ-AC-PR

GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB

UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF

EQUIPO EQUIPO EQUIPO EQUIPO EQUIPO EQUIPO EQUIPO EQUIPO EQUIPO

GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB GLOB

UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF UNIF

PQ-AC-PR PQ-AC-PR PQ-AC-PR PQ-AC-PR PQ-AC-PR PQ-AC-PR PQ-AC-PR PQ-AC-PR PQ-AC-PR PQ-AC-PR PQ-AC-PR PQ-AC-PR PQ-AC-PR PQ-AC-PR

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

76 DE 90

MC-433-24-G-01

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PROYECTO No.

CONTRATO No.

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NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

81 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

LOAD Z 55215522 3.00000-1566.7 GLOB LOADCN 18 LOADLB 18CARGA MUERTA GRÚA LOAD 5801 -81.570 GLOB LOADCN 19 LOADLB 19REACC.GRUA MOM-MAX.0 GR LOAD 5801 3.62000 -90.40034024.8 248.400 GLOB LOADCN 20 LOADLB 20REACC.GRUA MOM-MAX.45 GR LOAD 5801 2.557002.55700-90.40024042.0 24042.0248.400 GLOB LOADCN 21 LOADLB 21REACC.GRUA MOM-MAX.90 GR LOAD 5801 2.55700-90.400 34023.6248.400 GLOB LOADCN 22 LOADLB 22REACC.GRUA MOM-MAX.135 GR LOAD 5801 -2.55702.55700-90.400-24042. 24042.0248.400 GLOB LOADCN 23 LOADLB 23REACC.GRUA MOM-MAX.180 GR LOAD 5801 -3.6160 -90.400-34024. 248.400 GLOB LOADCN 24 LOADLB 24REACC.GRUA MOM-MAX.225 GR LOAD 5801 -2.5570-2.5570-90.400-24042. -24042.248.400 GLOB LOADCN 25 LOADLB 25REACC.GRUA MOM-MAX.270 GR LOAD 5801 -3.6160-90.400 -34024.248.400 GLOB LOADCN 26 LOADLB 26REACC.GRUA MOM-MAX.315 GR LOAD 5801 2.55700-2.5570-90.40024042.0 -24042.248.400 GLOB LOADCN 27 LOADLB 27REACC.GRUA CORT-MAX.0 GR LOAD 5801 6.52600 -163.1419268.4 248.400 GLOB LOADCN 28 LOADLB 28REACC.GRUA CORT-MAX.45 GR LOAD 5801 4.614004.61400-163.1413627.2 13627.2248.400 GLOB LOADCN 29 LOADLB 29REACC.GRUA CORT-MAX.90 GR LOAD 5801 6.52600-163.14 19268.4248.400 GLOB LOADCN 30 LOADLB 30REACC.GRUA CORT-MAX.135 GR LOAD 5801 -4.61404.61400-163.14-13627. 13627.2248.400 GLOB LOADCN 31 LOADLB 31REACC.GRUA CORT-MAX.180 GR LOAD 5801 -6.5260 -163.14-19268. 248.400 GLOB LOADCN 32 LOADLB 32REACC.GRUA CORT-MAX.225 GR LOAD 5801 -4.6140-4.6140-163.14-13627. -13627.248.400 GLOB LOADCN 33 LOADLB 33REACC.GRUA CORT-MAX.270 GR LOAD 5801 -6.5260-163.14 -19268.248.400 GLOB LOADCN 34 LOADLB 34REACC.GRUA CORT-MAX.315 GR LOAD 5801 4.61400-4.6140-163.1413627.2 -13627.248.400 GLOB LOADCN 35 LOADLB 35VIENTO CORRIENTE Y OLA OPERACIÓN 0° WIND WIND1 28.00 32.81 0.0 AP08X1X2 DRAG DRAG1 AN CURR CURR 3.856 0.350 0.000 0.800 US LN CURR 38.560 0.486 0.000 CURR 77.119 0.583 0.000 WAVE WAVE1.00STRE 21.90 80.60 8.20 0.00-77.12D-180.00 22.50 LOADCN 36 LOADLB 36VIENTO CORRIENTE Y OLA OPERACIÓN 45° WIND WIND1 28.00 32.81 45.00 AP08X1X2Y1Y2 DRAG

CONC

TORRE5

JOIN

CM-GRUA

JOIN

MMAX-O

JOIN

MMAX-45

JOIN

MMAX-90

JOIN

MMAX-135

JOIN

MMAX-180

JOIN

MMAX-225

JOIN

MMAX-270

JOIN

MMAX-315

JOIN

CMAX-0

JOIN

CMAX-45

JOIN

CMAX-90

JOIN

CMAX-135

JOIN

CMAX-180

JOIN

CMAX-225

JOIN

CMAX-270

JOIN

CMAX-315

17MS10 1 3 5

PROYECTO No.

CONTRATO No.

HOJA

NÙMERO DE DOCUMENTO

433-OS-24

420827806

82 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

DRAG1 CURR CURR 3.586 0.350 45.000 CURR 38.560 0.486 45.000 CURR 77.119 0.583 45.000 WAVE WAVE1.00STRE 21.90 80.60 8.20 LOADCN 37 LOADLB 37VIENTO CORRIENTE Y OLA WIND WIND1 28.00 32.81 90.00 DRAG DRAG1 CURR CURR 3.856 0.350 90.000 CURR 38.560 0.486 90.000 CURR 77.119 0.583 90.000 WAVE WAVE1.00STRE 21.90 80.60 8.20 LOADCN 38 LOADLB 38VIENTO CORRIENTE Y OLA WIND WIND1 28.00 32.81 135.00 DRAG DRAG1 CURR CURR 3.586 0.350 135.000 CURR 38.560 0.486 135.000 CURR 77.119 0.583 135.000 WAVE WAVE1.00STRE 21.90 80.60 8.20 LOADCN 39 LOADLB 39VIENTO CORRIENTE Y OLA WIND WIND1 28.00 32.81 180.00 DRAG DRAG1 CURR CURR 3.856 0.350 180.000 CURR 38.560 0.486 180.000 CURR 77.119 0.583 180.000 WAVE WAVE1.00STRE 21.90 80.60 8.20 LOADCN 40 LOADLB 40VIENTO CORRIENTE Y OLA WIND WIND1 28.00 32.81 225.00 DRAG DRAG1 CURR CURR 3.586 0.350 225.000 CURR 38.560 0.486 225.000 CURR 77.119 0.583 225.000 WAVE WAVE1.00STRE 21.90 80.60 8.20 LOADCN 41 LOADLB 41VIENTO CORRIENTE Y OLA WIND WIND1 28.00 32.81 270.00 DRAG DRAG1 CURR CURR 3.856 0.350 270.000 CURR 38.560 0.486 270.000 CURR 77.119 0.583 270.000 WAVE WAVE1.00STRE 21.90 80.60 8.20 LOADCN 42 LOADLB 42VIENTO CORRIENTE Y OLA

AN 0.850

US LN

45.00-77.12D-180.00 22.50

17MS10 1 3 5

OPERACIÓN 90° AP08Y1Y2 AN 0.800

US LN

90.00-77.12D-180.00 22.50

17MS10 1 3 5

OPERACIÓN 135° AP08X1X2Y1Y2 AN 0.850

US LN

135.00-77.12D-180.00 22.50

17MS10 1 3 5

OPERACIÓN 180° AP08X1X2 AN 0.800

US LN

180.00-77.12D-180.00 22.50

17MS10 1 3 5

OPERACIÓN 225° AP08X1X2Y1Y2 AN 0.850

US LN

225.00-77.12D-180.00 22.50

17MS10 1 3 5

OPERACIÓN 270° AP08Y1Y2 AN 0.800

US LN

270.00-77.12D-180.00 22.50

17MS10 1 3 5

OPERACIÓN 315°

PROYECTO No.

CONTRATO No.

HOJA

NÙMERO DE DOCUMENTO

433-OS-24

420827806

83 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

WIND WIND1 28.00 32.81 315.00 DRAG DRAG1 CURR CURR 3.586 0.350 315.000 CURR 38.560 0.486 315.000 CURR 77.119 0.583 315.000 WAVE WAVE1.00STRE 21.90 80.60 8.20 ******** ******** ******** LOADCN 43 LOADLB 43VIENTO CORRIENTE Y OLA WIND WIND1 55.38 32.81 0.0 DRAG DRAG1 CURR CURR 3.856 2.375 0.000 CURR 38.560 2.399 0.000 CURR 77.119 2.423 0.000 WAVE WAVE0.85STRE 44.91 82.40 12.18 LOADCN 44 LOADLB 44VIENTO CORRIENTE Y OLA WIND WIND1 55.38 32.81 45.00 DRAG DRAG1 CURR CURR 3.856 2.375 45.000 CURR 38.560 2.399 45.000 CURR 77.119 2.423 45.000 WAVE WAVE0.85STRE 44.91 82.40 12.18 LOADCN 45 LOADLB 45VIENTO CORRIENTE Y OLA WIND WIND1 55.38 32.81 90.00 DRAG DRAG1 CURR CURR 3.856 2.375 90.000 CURR 38.560 2.399 90.000 CURR 77.119 2.423 90.000 WAVE WAVE0.85STRE 44.91 82.40 12.18 LOADCN 46 LOADLB 46VIENTO CORRIENTE Y OLA WIND WIND1 55.38 32.81 135.00 DRAG DRAG1 CURR CURR 3.856 2.375 135.000 CURR 38.560 2.399 135.000 CURR 77.119 2.423 135.000 WAVE WAVE0.85STRE 44.91 82.40 12.18 LOADCN 47 LOADLB 47VIENTO CORRIENTE Y OLA WIND WIND1 55.38 32.81 180.00 DRAG DRAG1 CURR CURR 3.856 2.375 180.000

AP08X1X2Y1Y2 AN 0.850

US LN

315.00-77.12D-180.00 22.50

17MS10 1 3 5

TORMENTA 0° AP08X1X2 AN 0.800

US LN

0.00-77.12D-180.00 22.50

17MS10 1 3 9

TORMENTA 45° AP08X1X2Y1Y2 AN 0.850

US LN

45.00-77.12D-180.00 22.50

17MS10 1 3 9

TORMENTA 90° AP08Y1Y2 AN 0.800

US LN

90.00-77.12D-180.00 22.50

17MS10 1 3 9

TORMENTA 135° AP08X1X2Y1Y2 AN 0.850

US LN

135.00-77.12D-180.00 22.50

17MS10 1 3 9

TORMENTA 180° AP08X1X2 AN 0.800

US LN

PROYECTO No.

CONTRATO No.

HOJA

NÙMERO DE DOCUMENTO

433-OS-24

420827806

84 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

CURR 38.560 2.399 180.000 CURR 77.119 2.423 180.000 WAVE WAVE0.85STRE 44.91 82.40 12.18 180.00-77.12D-180.00 22.50 17MS10 1 3 9 LOADCN 48 LOADLB 48VIENTO CORRIENTE Y OLA TORMENTA 225째 WIND WIND1 55.38 32.81 225.00 AP08X1X2Y1Y2 DRAG DRAG1 AN CURR CURR 3.856 2.375 225.000 0.850 US LN CURR 38.560 2.399 225.000 CURR 77.119 2.423 225.000 WAVE WAVE0.85STRE 44.91 82.40 12.18 225.00-77.12D-180.00 22.50 17MS10 1 3 9 LOADCN 49 LOADLB 49VIENTO CORRIENTE Y OLA TORMENTA 270째 WIND WIND1 55.38 32.81 270.00 AP08Y1Y2 DRAG DRAG1 AN CURR CURR 3.856 2.375 270.000 0.800 US LN CURR 38.560 2.399 270.000 CURR 77.119 2.423 270.000 WAVE WAVE0.85STRE 44.91 82.40 12.18 270.00-77.12D-180.00 22.50 17MS10 1 3 9 LOADCN 50 LOADLB 50VIENTO CORRIENTE Y OLA TORMENTA 315째 WIND WIND1 55.38 32.81 315.00 AP08X1X2Y1Y2 DRAG DRAG1 AN CURR CURR 3.856 2.375 315.000 0.850 US LN CURR 38.560 2.399 315.000 CURR 77.119 2.423 315.000 WAVE WAVE0.85STRE 44.91 82.40 12.18 315.00-77.12D-180.00 22.50 17MS10 1 3 9 LOADCN SOP LOADLB SOP SUBNIVEL PARA OPERACION DE VALBULAS OPERACION LOAD R3FT -250.14 GLOB JOIN CTUB LOADCN STO LOADLB STO SUBNIVEL PARA OPERACION DE VALBULAS TORMENTA LOAD R3FT -186.11 GLOB JOIN CTUB *****************COMBINACIONES EN LA CONDICION DE OPERACION************ **COMBINACIONES POSICION 1 TORRE EN OPER. LCOMB LCOMB 51 1 1.050 2 1.050 3 1.050 4 1.050 5 1.050 6 1.100 LCOMB 51 7 1.100 8 1.100 9 1.100 10 1.100 11 1.100 12 1.100 LCOMB 51 13 1.100 18 1.100 35 1.000 W 1.100 SOP 1.000 ******** LCOMB 52 1 1.050 2 1.050 3 1.050 4 1.050 5 1.050 6 1.100 LCOMB 52 7 1.100 8 1.100 9 1.100 10 1.100 11 1.100 12 1.100 LCOMB 52 13 1.100 18 1.100 36 1.000 W 1.100 SOP 1.000 ******** LCOMB 53 1 1.050 2 1.050 3 1.050 4 1.050 5 1.050 6 1.100 LCOMB 53 7 1.100 8 1.100 9 1.100 10 1.100 11 1.100 12 1.100 LCOMB 53 13 1.100 18 1.100 37 1.000 W 1.100 SOP 1.000 ******** LCOMB 54 1 1.050 2 1.050 3 1.050 4 1.050 5 1.050 6 1.100 LCOMB 54 7 1.100 8 1.100 9 1.100 10 1.100 11 1.100 12 1.100 LCOMB 54 13 1.100 18 1.100 38 1.000 W 1.100 SOP 1.000 ******** LCOMB 55 1 1.050 2 1.050 3 1.050 4 1.050 5 1.050 6 1.100 LCOMB 55 7 1.100 8 1.100 9 1.100 10 1.100 11 1.100 12 1.100 LCOMB 55 13 1.100 18 1.100 39 1.000 W 1.100 SOP 1.000 ******** LCOMB 56 1 1.050 2 1.050 3 1.050 4 1.050 5 1.050 6 1.100 LCOMB 56 7 1.100 8 1.100 9 1.100 10 1.100 11 1.100 12 1.100

PROYECTO No.

CONTRATO No.

HOJA

N횢MERO DE DOCUMENTO

433-OS-24

420827806

85 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

LCOMB 56 13 ******** LCOMB 57 1 LCOMB 57 7 LCOMB 57 13 ******** LCOMB 58 1 LCOMB 58 7 LCOMB 58 13 **COMBINACIONES LCOMB 59 1 LCOMB 59 7 LCOMB 59 14 ******** LCOMB 60 1 LCOMB 60 7 LCOMB 60 14 ******** LCOMB 61 1 LCOMB 61 7 LCOMB 61 14 ******** LCOMB 62 1 LCOMB 62 7 LCOMB 62 14 ******** LCOMB 63 1 LCOMB 63 7 LCOMB 63 14 ******** LCOMB 64 1 LCOMB 64 7 LCOMB 64 14 ******** LCOMB 65 1 LCOMB 65 7 LCOMB 65 14 ******** LCOMB 66 1 LCOMB 66 7 LCOMB 66 14 **COMBINACIONES LCOMB 67 1 LCOMB 67 7 LCOMB 67 15 ******** LCOMB 68 1 LCOMB 68 7 LCOMB 68 15 ******** LCOMB 69 1 LCOMB 69 7 LCOMB 69 15 ******** LCOMB 70 1 LCOMB 70 7 LCOMB 70 15 ******** LCOMB 71 1 LCOMB 71 7 LCOMB 71 15 ******** LCOMB 72 1 LCOMB 72 7 LCOMB 72 15 ******** LCOMB 73 1 LCOMB 73 7 LCOMB 73 15 ******** LCOMB 74 1 LCOMB 74 7 LCOMB 74 15 **COMBINACIONES LCOMB 75 1

1.100

18 1.100

40 1.000

W 1.100 SOP 1.000

1.050 1.100 1.100

2 1.050 8 1.100 18 1.100

3 1.050 9 1.100 41 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

1.050 2 1.050 3 1.050 1.100 8 1.100 9 1.100 1.100 18 1.100 42 1.000 POSICION 2 TORRE EN OPER. 1.050 2 1.050 3 1.050 1.100 8 1.100 9 1.100 1.100 18 1.100 35 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

1.050 1.100 1.100

2 1.050 8 1.100 18 1.100

3 1.050 9 1.100 36 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

1.050 1.100 1.100

2 1.050 8 1.100 18 1.100

3 1.050 9 1.100 37 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

1.050 1.100 1.100

2 1.050 8 1.100 18 1.100

3 1.050 9 1.100 38 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

1.050 1.100 1.100

2 1.050 8 1.100 18 1.100

3 1.050 9 1.100 39 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

1.050 1.100 1.100

2 1.050 8 1.100 18 1.100

3 1.050 9 1.100 40 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

1.050 1.100 1.100

2 1.050 8 1.100 18 1.100

3 1.050 9 1.100 41 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

1.050 2 1.050 3 1.050 1.100 8 1.100 9 1.100 1.100 18 1.100 42 1.000 POSICION 3 TORRE EN OPER. 1.050 2 1.050 3 1.050 1.100 8 1.100 9 1.100 1.100 18 1.100 35 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

1.050 1.100 1.100

2 1.050 8 1.100 18 1.100

3 1.050 9 1.100 36 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

1.050 1.100 1.100

2 1.050 8 1.100 18 1.100

3 1.050 9 1.100 37 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

1.050 1.100 1.100

2 1.050 8 1.100 18 1.100

3 1.050 9 1.100 38 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

1.050 1.100 1.100

2 1.050 8 1.100 18 1.100

3 1.050 9 1.100 39 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

1.050 1.100 1.100

2 1.050 8 1.100 18 1.100

3 1.050 9 1.100 40 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

1.050 1.100 1.100

2 1.050 8 1.100 18 1.100

3 1.050 9 1.100 41 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

1.050 2 1.050 3 1.050 1.100 8 1.100 9 1.100 1.100 18 1.100 42 1.000 POSICION 4 TORRE EN OPER. 1.050 2 1.050 3 1.050

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

4 1.050

5 1.050

6 1.100

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

86 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

LCOMB 75 7 1.100 8 1.100 LCOMB 75 16 1.100 18 1.100 ******** LCOMB 76 1 1.050 2 1.050 LCOMB 76 7 1.100 8 1.100 LCOMB 76 16 1.100 18 1.100 ******** LCOMB 77 1 1.050 2 1.050 LCOMB 77 7 1.100 8 1.100 LCOMB 77 16 1.100 18 1.100 ******** LCOMB 78 1 1.050 2 1.050 LCOMB 78 7 1.100 8 1.100 LCOMB 78 16 1.100 18 1.100 ******** LCOMB 79 1 1.050 2 1.050 LCOMB 79 7 1.100 8 1.100 LCOMB 79 16 1.100 18 1.100 ******** LCOMB 80 1 1.050 2 1.050 LCOMB 80 7 1.100 8 1.100 LCOMB 80 16 1.100 18 1.100 ******** LCOMB 81 1 1.050 2 1.050 LCOMB 81 7 1.100 8 1.100 LCOMB 81 16 1.100 18 1.100 ******** LCOMB 82 1 1.050 2 1.050 LCOMB 82 7 1.100 8 1.100 LCOMB 82 16 1.100 18 1.100 **COMBINACIONES POSICION 5 TORRE LCOMB 83 1 1.050 2 1.050 LCOMB 83 7 1.100 8 1.100 LCOMB 83 17 1.100 18 1.100 ******** LCOMB 84 1 1.050 2 1.050 LCOMB 84 7 1.100 8 1.100 LCOMB 84 17 1.100 18 1.100 ******** LCOMB 85 1 1.050 2 1.050 LCOMB 85 7 1.100 8 1.100 LCOMB 85 17 1.100 18 1.100 ******** LCOMB 86 1 1.050 2 1.050 LCOMB 86 7 1.100 8 1.100 LCOMB 86 17 1.100 18 1.100 ******** LCOMB 87 1 1.050 2 1.050 LCOMB 87 7 1.100 8 1.100 LCOMB 87 17 1.100 18 1.100 ******** LCOMB 88 1 1.050 2 1.050 LCOMB 88 7 1.100 8 1.100 LCOMB 88 17 1.100 18 1.100 ******** LCOMB 89 1 1.050 2 1.050 LCOMB 89 7 1.100 8 1.100 LCOMB 89 17 1.100 18 1.100 ******** LCOMB 90 1 1.050 2 1.050 LCOMB 90 7 1.100 8 1.100 LCOMB 90 17 1.100 18 1.100 **COMB.CON REACCIONES DE LA GRÚA LCOMB 91 1 1.050 2 1.050 LCOMB 91 7 1.100 8 1.100 LCOMB 91 18 1.100 19 1.000 ******** LCOMB 92 1 1.050 2 1.050 LCOMB 92 7 1.100 8 1.100 LCOMB 92 18 1.100 20 1.000 ******** LCOMB 93 1 1.050 2 1.050 LCOMB 93 7 1.100 8 1.100 LCOMB 93 18 1.100 21 1.000 ********

9 1.100 35 1.000

10 1.100 11 1.100 W 1.100 SOP 1.000

12 1.100

3 1.050 9 1.100 36 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

3 1.050 9 1.100 37 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

3 1.050 9 1.100 38 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

3 1.050 9 1.100 39 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

3 1.050 9 1.100 40 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

3 1.050 9 1.100 41 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

3 9 42 EN 3 9 35

1.050 1.100 1.000 OPER. 1.050 1.100 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

3 1.050 9 1.100 36 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

3 1.050 9 1.100 37 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

3 1.050 9 1.100 38 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

3 1.050 9 1.100 39 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

3 1.050 9 1.100 40 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

3 1.050 9 1.100 41 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

3 9 42 EN 3 9 35

1.050 4 1.100 10 1.000 W OPERACION 1.050 4 1.100 10 1.000 W

1.050 5 1.050 6 1.100 11 1.100 12 1.100 SOP 1.000 CON MOMENTO MAXIMO 1.050 5 1.050 6 1.100 11 1.100 12 1.100 SOP 1.000

1.100 1.100

3 1.050 9 1.100 36 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

3 1.050 9 1.100 37 1.000

4 1.050 5 1.050 10 1.100 11 1.100 W 1.100 SOP 1.000

6 1.100 12 1.100

PROYECTO No.

CONTRATO No.

HOJA

NÙMERO DE DOCUMENTO

433-OS-24

420827806

87 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

LCOMB 94 1 1.050 2 1.050 3 1.050 4 1.050 5 1.050 6 1.100 LCOMB 94 7 1.100 8 1.100 9 1.100 10 1.100 11 1.100 12 1.100 LCOMB 94 18 1.100 22 1.000 38 1.000 W 1.100 SOP 1.000 ******** LCOMB 95 1 1.050 2 1.050 3 1.050 4 1.050 5 1.050 6 1.100 LCOMB 95 7 1.100 8 1.100 9 1.100 10 1.100 11 1.100 12 1.100 LCOMB 95 18 1.100 23 1.000 39 1.000 W 1.100 SOP 1.000 ******** LCOMB 96 1 1.050 2 1.050 3 1.050 4 1.050 5 1.050 6 1.100 LCOMB 96 7 1.100 8 1.100 9 1.100 10 1.100 11 1.100 12 1.100 LCOMB 96 18 1.100 24 1.000 40 1.000 W 1.100 SOP 1.000 ******** LCOMB 97 1 1.050 2 1.050 3 1.050 4 1.050 5 1.050 6 1.100 LCOMB 97 7 1.100 8 1.100 9 1.100 10 1.100 11 1.100 12 1.100 LCOMB 97 18 1.100 25 1.000 41 1.000 W 1.100 SOP 1.000 ******** LCOMB 98 1 1.050 2 1.050 3 1.050 4 1.050 5 1.050 6 1.100 LCOMB 98 7 1.100 8 1.100 9 1.100 10 1.100 11 1.100 12 1.100 LCOMB 98 18 1.100 26 1.000 42 1.000 W 1.100 SOP 1.000 **COMB.CON REACCIONES DE LA GRÚA EN OPERACION CON CORTANTE MAXIMO LCOMB 99 1 1.050 2 1.050 3 1.050 4 1.050 5 1.050 6 1.100 LCOMB 99 7 1.100 8 1.100 9 1.100 10 1.100 11 1.100 12 1.100 LCOMB 99 18 1.100 27 1.100 35 1.000 W 1.100 SOP 1.000 ******** LCOMB 100 1 1.050 2 1.050 3 1.050 4 1.050 5 1.050 6 1.100 LCOMB 100 7 1.100 8 1.100 9 1.100 10 1.100 11 1.100 12 1.100 LCOMB 100 18 1.100 28 1.100 36 1.000 ******** LCOMB 101 1 1.050 2 1.050 3 1.050 4 1.050 5 1.050 6 1.100 LCOMB 101 7 1.100 8 1.100 9 1.100 10 1.100 11 1.100 12 1.100 LCOMB 101 18 1.100 29 1.100 37 1.000 W 1.100 SOP 1.000 ******** LCOMB 102 1 1.050 2 1.050 3 1.050 4 1.050 5 1.050 6 1.100 LCOMB 102 7 1.100 8 1.100 9 1.100 10 1.100 11 1.100 12 1.100 LCOMB 102 18 1.100 30 1.100 38 1.000 W 1.100 SOP 1.000 ******** LCOMB 103 1 1.050 2 1.050 3 1.050 4 1.050 5 1.050 6 1.100 LCOMB 103 7 1.100 8 1.100 9 1.100 10 1.100 11 1.100 12 1.100 LCOMB 103 18 1.100 31 1.100 39 1.000 W 1.100 SOP 1.000 ******** LCOMB 104 1 1.050 2 1.050 3 1.050 4 1.050 5 1.050 6 1.100 LCOMB 104 7 1.100 8 1.100 9 1.100 10 1.100 11 1.100 12 1.100 LCOMB 104 18 1.100 32 1.100 40 1.000 W 1.100 SOP 1.000 ******* LCOMB 105 1 1.050 2 1.050 3 1.050 4 1.050 5 1.050 6 1.100 LCOMB 105 7 1.100 8 1.100 9 1.100 10 1.100 11 1.100 12 1.100 LCOMB 105 18 1.100 33 1.100 41 1.000 W 1.100 SOP 1.000 ******** LCOMB 106 1 1.050 2 1.050 3 1.050 4 1.050 5 1.050 6 1.100 LCOMB 106 7 1.100 8 1.100 9 1.100 10 1.100 11 1.100 12 1.100 LCOMB 106 18 1.100 34 1.100 42 1.000 W 1.100 SOP 1.000 *****************COMBINACIONES EN LA CONDICION DE TORMENTA************ **COM.EN TORMENTA CON TORRE DE PERF. Y PESO MUERTO DE LA GRUA LCOMB 107 1 1.050 2 1.000 3 1.000 4 1.000 5 1.000 6 1.000 LCOMB 107 7 1.000 80.7000 90.7000 100.7000 110.7000 120.7000 LCOMB 107 18 1.000 43 1.000 W 1.000 STO 1.000 STO 1.000 ******** LCOMB 108 1 1.050 2 1.000 3 1.000 4 1.000 5 1.000 6 1.000 LCOMB 108 7 1.000 80.7000 90.7000 100.7000 110.7000 120.7000 LCOMB 108 18 1.000 44 1.000 W 1.000 STO 1.000 ******** LCOMB 109 1 1.050 2 1.000 3 1.000 4 1.000 5 1.000 6 1.000 LCOMB 109 7 1.000 80.7000 90.7000 100.7000 110.7000 120.7000 LCOMB 109 18 1.000 45 1.000 W 1.000 STO 1.000 ******** LCOMB 110 1 1.050 2 1.000 3 1.000 4 1.000 5 1.000 6 1.000 LCOMB 110 7 1.000 80.7000 90.7000 100.7000 110.7000 120.7000 LCOMB 110 18 1.000 46 1.000 W 1.000 STO 1.000 ******** LCOMB 111 1 1.050 2 1.000 3 1.000 4 1.000 5 1.000 6 1.000 LCOMB 111 7 1.000 80.7000 90.7000 100.7000 110.7000 120.7000 LCOMB 111 18 1.000 47 1.000 W 1.000 STO 1.000 ******** LCOMB 112 1 1.050 2 1.000 3 1.000 4 1.000 5 1.000 6 1.000 LCOMB 112 7 1.000 80.7000 90.7000 100.7000 110.7000 120.7000

PROYECTO No.

CONTRATO No.

HOJA

NÙMERO DE DOCUMENTO

433-OS-24

420827806

88 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

LCOMB 112 ******** LCOMB 113 LCOMB 113 LCOMB 113 ******** LCOMB 114 LCOMB 114 LCOMB 114 END

18 1.000

48 1.000

W 1.000 STO 1.000

1 1.050 7 1.000 18 1.000

2 1.000 80.7000 49 1.000

3 1.000 4 1.000 90.7000 100.7000 W 1.000 STO 1.000

5 1.000 110.7000

6 1.000 120.7000

1 1.050 7 1.000 18 1.000

2 1.000 80.7000 50 1.000

3 1.000 4 1.000 90.7000 100.7000 W 1.000 STO 1.000

5 1.000 110.7000

6 1.000 120.7000

PROYECTO No.

CONTRATO No.

HOJA

NÃ&#x2122;MERO DE DOCUMENTO

433-OS-24

420827806

89 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0

13.CONCLUSIONES Basándonos en la información aportada por PEMEX, en esta memoria se han representado las condiciones geométricas de la plataforma PP-KUIL-A incluyendo las propiedades mecánicas de los elementos. Basándose en la información aportada por la norma NRF-003-PEMEX-2007, en esta memoria se han representado los parámetros ambientales actuantes para la plataforma recuperadora de pozos PPKUIL-A.

PROYECTO No.

CONTRATO No.

HOJA

NÙMERO DE DOCUMENTO

433-OS-24

420827806

90 DE 90

MC-433-24-G-01

REV.

0 FGG-01_REV.0