K-300 REV C

EDICIÓN PARA

REV. CRUZADA

APROB. CLIENTE

COTIZACIÓN

COMPRA

PARA DISEÑO

ESTA HOJA CONTIENE EL REGISTRO DE CADA EDICIÓN CAUSADA POR CAMBIOS EN EL DOCUMENTO ORIGINAL

LAS HOJAS QUE HAYAN SUFRIDO ALGUNA MODIFICACIÓN Y LA NATURALEZA DEL CAMBIO DEBERÁN INDICARSE EN EL ESPACIO MARCADO COMO NOTAS

LAS HOJAS REVISADAS FORMAN PARTE INTEGRAL DEL DOCUMENTO

SE ANEXA TOTALMENTE EL DOCUMENTO

SE ANEXAN SOLAMENTE HOJAS CON REVISIÓN

REV. FECHA POR CHECÓ APROBACIONES NOTASDEPTO. PROY. CLIENTE

A

B

C

09-DIC-10

10-DIC-10

10-DIC-10

AJAG

AJAG

AJAG

ACT

ACT

ACT

ACT

ACT

ACT

ATP

ATP

ATP

HALM

HALM

HALM

PARA CHEQUEO CRUZADO

PARA APROBACIÓN DEL CLIENTE

APROBADO PARA DISEÑO

CLIENTE PROYECTO LOCALIZACIÓN TÍTULO DEL DOCUMENTOIII SERVICIOS

“INGENIERÍA PARA LA CONSTRUCCIÓN DE UNA ESTACIÓN DE REBOMBEO EN DEGOLLADO, JAL.

MEMORIA DE CALCULO

ANÁLISIS DE FLEXIBILIDAD DE TUBERIAS (SISTEMA DE SUCCIÓN DE BOMBAS )

FLEXIBILIDAD

PROYECTO No. CONTRATO No. HOJA NÚMERO DE DOCUMENTO REV.

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CONTENIDO

CAPÍTULO PÁGINA

1. RESUMEN DEL CÁLCULO.................................................................................3

1.1. ANTECEDENTES...............................................................................................3

1.2. DATOS BÁSICOS PARA EL CÁLCULO...........................................................3

1.3. CASOS DE CARGA A ANALIZAR.....................................................................4

1.4. DATOS DE LA TUBERÍA...................................................................................5

1.5. REFERENCIAS...................................................................................................5

1.6. CONSIDERACIONES TOMADAS EN EL CALCULO........................................6

1.7. PENDIENTES......................................................................................................7

2. MODELO DEL SISTEMA.....................................................................................8

3. RESUMEN DE ESFUERZOS EN TUBERÍA......................................................11

4. RESULTADO Y CONCLUSIONES....................................................................23

5. CÓDIGOS Y NORMAS.......................................................................................24

6. RESUMEN DE RESULTADOS..........................................................................25

6.1. LISTADO DE RESULTADOS DE ANÁLISIS DE ESFUERZOS CAESAR II. . .25

6.2. EVALUACIÓN DE BOQUILLAS EN BOMBAS..............................................121

6.3. REVISIÓN DE ESPESORES DE PARED DE TUBERÍAS..............................139

6.4. PLANTAS DE REFERENCIA PARA ANÁLISIS DE ESFUERZOS................141


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1. RESUMEN DEL CÁLCULO.

1.1.ANTECEDENTES

El Poliducto de 16”Ø Salamanca-Guadalajara-Zapopan opera actualmente con una capacidad límite de flujo de 72 MBD (millones de barriles diarios) y apoyado con un reductor de fricción (mejorador de flujo) alcanza un ritmo de 90 MBD, acorde con el compromiso de la Subdirección de Distribución de abastecer a las terminales de almacenamiento y reparto Zamora, El Castillo y Zapopan, se requiere un diseño para transportar 105 MBD, por lo cual, la Gerencia de Transporte por Ducto a través de la Subgerencia de Transporte por Ducto Centro solicitó a la empresa iii Servicios, Impulso Inmobiliario Integral, la ingeniería básica para la construcción de una estación de Rebombeo intermedia que permita incrementar el volumen transportado a través del poliducto de 16”Ø existente, el objetivo del proyecto es incrementar la capacidad del sistema de transporte para satisfacer la demanda actual de productos destilados a las terminales de almacenamiento y reparto de Zamora, El Castillo y Zapopan, utilizando el poliducto existente de 16”Ø Salamanca-Guadalajara-Zapopan además de la interconexión al poliducto existente de 8”Ø Degollado-Zamora, mejorando las condiciones de transporte y garantizando el suministro oportuno, como parte del alcance de la ingeniería básica se encuentra el análisis de flexibilidad a los sistemas de tubería dentro de la planta de rebombeo, con el objeto de aprobar las trayectorias de tubería que interconectan las trampas de diablos, la casa de bombas y los tanques de almacenamiento, verificando los lineamientos descritos en la normatividad vigente por parte de PEMEX así como los códigos internacionales referentes a sistemas de tubería en plantas industriales.

1.2.DATOS BÁSICOS PARA EL CÁLCULO

Los códigos, estándares, especificaciones y software de análisis de esfuerzos que sirven de base para la elaboración de la presente memoria de cálculo, serán los que se indican a continuación.

CÓDIGO APLICABLE

TUBERÍAS: NRF-032-PEMEX-2005ASME B31.3NRF-030-PEMEX-2009ASME B31.4

SOFTWARE USADO EN EL ANÁLISIS DE ESFUERZOS

CAESAR II VER. 5.10


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1.3.CASOS DE CARGA A ANALIZAR

Hidrostática WW+HP Cuando el sistema es probado con agua; las cargas son para el diseño de soportes

Operación W+P+T1 Se consideran un caso de operación con la temperatura mínima de operación y la bomba no 1 fuera de operación.

Operación W+P+T2 Se consideran un caso de operación con la temperatura máxima de operación y la bomba no 1 fuera de operación.





Operación W+P+T7 Se consideran un caso de operación con la temperatura de radiación solar para la evaluación de esfuerzos en instalación

Sostenidas W+P Se considera el peso propio, el peso del contenido y la presión de diseño del sistema.

Térmico T1 Se analiza un caso térmico a la temperatura mínima de operación cuando la bomba no 1 este fuera de operación.

Térmico T2 Se analiza un caso térmico a la temperatura máxima de operación cuando la bomba no 1 este fuera de operación.





Térmico T7 Se analiza un caso térmico a la temperatura de radiación solar para instalación de la tubería

1.4.DATOS DE LA TUBERÍA


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SISTEMA No DE LÍNEA

TEMPERATURA MÍNIMA DE

OPERACIÓN (°C)

TEMPERATURA MÁXIMA DE OPERACIÓN

(°C)

TEMPERATURA DE RADIACIÓN SOLAR

(°C)

PRESIÓN MÁXIMA DE OPERACIÓN

(Kpa)

SUCCIÓN 16”-P-101 15 27 60 806716”-P-129-D2A 15 27 60 806712”-P-103-D2A 15 27 60 806712”-P-106-D2A 15 27 60 806710”-P-107-D2A 15 27 60 806710”-P-108-D2A 15 27 60 806710”-P-109-D2A 15 27 60 806710”-P-128-D2A 15 27 60 8067

1.5.REFERENCIAS

DOCUMENTO NUMERO REVISIÓN FECHA

DTI’S A-400 A 24-NOV-10

PLANOS DE TUBERÍAS K-100 A 09-DIC-10K-106 A 09-DIC-10K-108 A 09-DIC-10K-112 A 09-DIC-10

BASES DE DISEÑO PROCESO 0462-BA-001 A 16-NOV-10

BASES DE USUARIO “INGENIERÍA, PROCURA Y CONSTRUCCIÓN PARA UNA ESTACIÓN DE REBOMBEO EN DEGOLLADO, JAL.”

0 OCTUBRE,2010

FORMATO ÚNICO PARA DOCUMENTAR FILOSOFÍAS DE OPERATIVAS DE PEMEX

NOV-10

PERFIL TOPOGRAFICO “POLI16 SALAMANCA-GUADALAJARA REVISADO

29-NOV-10


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1.6.CONSIDERACIONES TOMADAS EN EL CALCULO

a) Todos los diámetros de tubería utilizados en el reporte fueron obtenidos a partir del diagrama de tubería e instrumentación A-400 revisión A de fecha 24-Nov-2010.

b) La presión de diseño que se utilizo para el análisis se obtuvo a partir del cálculo de presión máxima que soporta el espesor del ducto existente, considerando un libraje de accesorios a 600# ANSI, ver documento K-300B “Presión máxima de operación del ducto (MOP)”.

c) Los espesores de pared para los sistemas de tubería se aplicaron conforme a la especificación D2A de la NRF-032-PEMEX-2005 “Sistemas de Tubería de Plantas Industriales-Diseño y especificación de Materiales”, la cual fue seleccionada por el departamento de tuberías, conforme al servicio del sistema, estos espesores se revisaron conforme a la presión de diseño considera en el punto anterior, el cálculo se anexo en este reporte ver punto 6.3, para los espesores nuevos de diseño del ducto en la trampa de diablos se calcularon en base a lo descrito en la NRF-030-PEMEX-2009 “Diseño, Construcción, Inspección y Mantenimiento de Ductos Terrestres para Transporte y Recolección de Hidrocarburos” considerando la misma presión de diseño, ver cálculo en el punto 6.3 de este mismo reporte.

d) Las condiciones climatologicas del sitio de proyecto se utilizaron las descritas en las bases de diseño del departamento de proceso documento 0462-BA-001 revisión A de fecha 16/Nov/2010.

e) La temperatura de operación mínima y máxima se obtuvieron del documento “Formato Único para Documentar Filosofías Operativas en PEMEX” de fecha Noviembre de 2010, el cual fue proporcionado por PEMEX Refinación.

f) La especificación del ducto de proyecto en el área de trampas se propuso en base a la especificación de material del ducto existente, el cual fue proporcionado por PEMEX Refinación en el documento de perfil topográfico “Poli16 Salamanca-Guadalajara Revisado” del día 29 de noviembre del 2010.

g) La tolerancia por corrosión que se le aplico al sistema de tuberías fue la indicada en el índice de servicios que emitió el departamento de proceso en el documento IS-A-100 revisión B de fecha 16 de noviembre de 2010, el cual indica una tolerancia de 0.05” (1.3 mm), esta corrosión se considera uniforme al espesor de pared, el análisis revisa los esfuerzos presentes en el sistema al termino de su vida útil.

h) La tolerancia de fabricación del material de la tubería a utilizar se obtuvo de la especificación ASTM A-53, la cual contempla una tolerancia de 12.5%.

i) Se revisaron los elementos mecánicos en las boquillas de las bombas estos valores fueron comparados con los valores permisibles indicados en el API-610 “Bombas centrifugas para la industria de petróleo, petroquímica y gas natural”.


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1.7.PENDIENTES

a) Confirmar los diámetros de la tubería de proceso, en base a los resultados del análisis hidráulico (de acuerdo a DTI A400 rev C).

b) Confirmar del rango de presión de los accesorios y tubería que se utilizo para el sistema de succión, en base a los resultados del análisis hidráulico

c) Confirmas el material de la tubería de 10”-P-131/132/133 hacia el sistema de venteo en las PSV sea de acuerdo a la especificasion D2A.

d) Las condiciones de diseño (presión y temperatura) conforme al resultado del análisis hidráulico.

e) Diámetros de las boquillas de succion de las bombas.


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2. MODELO DEL SISTEMA.

ARREGLO GENERAL ISOMÉTRICO


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ARREGLO GENERAL PLANTA


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ARREGLO GENERAL VISTA FRONTAL

ARREGLO GENERAL VISTA LATERAL


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3. RESUMEN DE ESFUERZOS EN TUBERÍA


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ESFUERZO MÁXIMO CARGAS SOSTENIDAS


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ESFUERZO MÁXIMO CARGAS TÉRMICA CASO 1


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DESPLAZAMIENTO MÁXIMO EN X


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DESPLAZAMIENTO MÁXIMO EN Y


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DESPLAZAMIENTO MÁXIMO EN Z


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4. RESULTADO Y CONCLUSIONES

El presente Análisis de Esfuerzos para el Sistema de Succión en la planta de rebombeo Degollado, concluye que la trayectoria del sistema de tuberías propuesta bajo las condiciones de temperatura y presión no sobrepasan los esfuerzos permisibles indicados en la normatividad. Cada caso de carga se describe a continuación de acuerdo al caso analizado, donde se observa que los resultados obtenidos en este Análisis de Esfuerzos, cumplen satisfactoriamente con los códigos y normas de referencia.

Sostenidas:El esfuerzo máximo se manifestó en el punto 6450 es de 49.9% del permisible, por la cual se considera que la configuración analizada es aceptable.

Expansión:El esfuerzo máximo a lo largo de la tubería para el caso 4 de expansión térmica se encuentra en un 7.6 % del permisible en el nodo 6520, por lo cual se considera que la configuración aquí analizada es aceptable.

Radiación Solar:El esfuerzo máximo que se presentara en la tubería por radiación solar durante la instalación se encuentra en un 26.7 % del permisible en el nodo 6318, por lo cual se considera que la configuración aquí analizada es aceptable.

Operación.Los desplazamientos obtenidos son aceptables desde el punto de vista operacional y las cargas en los soportes se encuentran distribuidas de manera uniforme en los soportes propuestos, por lo que el arreglo estructural del sistema es aceptable bajo las condiciones de operación analizadas.


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5. CÓDIGOS Y NORMAS

Los sistemas de tuberías se diseño de acuerdo a los Códigos y Normas de última edición, de las organizaciones abajo listadas. Cualquier discrepancia que exista entre una y otra prevalecerá la de mayor requerimiento:

ASME B31.3 PROCES PIPING AMERICAN SOCIETY OF MECHANICAL ENGINEERS

NRF-032-PEMEX-2005

SISTEMAS DE TUBERIAS EN PLANTAS INDUSTRIALES – DISEÑO Y ESPECIFICACION DE MATERIALES

ASME B31.4 PIPELINE TRANSPORTATION SYSTEM FOR LIQUID HYDROCARBONS AND OTHER LIQUIDS AMERICAN SOCIETY OF MECHANICAL ENGINEERS

NRF-030-PEMEX-2009

DISEÑO, CONSTRUCCIÓN, INSPECCIÓN Y MANTENIMIENTO DE DUCTOS TERRESTRES PARA TRANSPORTE Y RECOLECCIÓN DE HIDROCARBUROS

API-5L SPECIFICATION FOR LINE PIPEAMERICAN PETROLEUM INSTITUTE

API-610 CENTRIFUGAL PUMPS FOR PETROLEUM, PETROCHEMICAL AND NATURAL GAS INDUSTRIESAMERICAN PETROLEUM INSTITUTE

ASTM A53 SPECIFICATION FOR PIPE, STEEL, BLACK AND HOT-DIPPED, ZINC-COATED, WELDED AND SEAMLESSAMERICAN SOCIETY FOR TESTING OF MATERIALSCAESAR II – TECHNICAL REFERENCE MANUAL


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6. RESUMEN DE RESULTADOS.

6.1.LISTADO DE RESULTADOS DE ANÁLISIS DE ESFUERZOS CAESAR II PIPE DATA ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- From 500 To 510 DX= -2,515.067 mm. DZ= -5,885.103 mm. PIPE Dia= 12.750 in. Wall= .688 in. Insul= .000 mm. Cor= 1.2700 mm. GENERAL T1= 15 C T2= 27 C T3= 15 C T4= 27 C T5= 15 C T6= 27 C T7= 60 C P1=8067.0000 KPa P2= .0000 KPa P3= .0000 KPa P4= .0000 KPa P5= .0000 KPa P6= .0000 KPa P7= .0000 KPa PHyd=********* KPa Mat= (102)A53 B E= 203,428,992 KPa EH1= 203,648,240 KPa EH2= 203,151,856 KPa EH3= 203,648,240 KPa EH4= 203,151,856 KPa EH5= 203,648,240 KPa EH6= 203,151,856 KPa EH7= 201,051,584 KPa EH8= 203,428,992 KPa EH9= 203,428,992 KPa v = .292 Density= .0078 kg./cu.cm. Fluid= .0008396 kg./cu.cm. RESTRAINTS Node 510 Y Mu = .30 ALLOWABLE STRESSES B31.3 (2006) Sc= 137,895 KPa Sh1= 137,895 KPa Sh2= 137,895 KPa Sh3= 137,895 KPa Sh4= 137,895 KPa Sh5= 137,895 KPa Sh6= 137,895 KPa Sh7= 137,895 KPa Sh8= 137,895 KPa Sh9= 137,895 KPa F1= 1.00 F2= 1.00 F3= 1.00 Sy= 241,316 KPa ----------------------------------------------------------------------------- From 510 To 520 DX= -2,356.696 mm. DZ= -5,514.525 mm. BEND at "TO" end Radius= 457.200 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 519 Angle/Node @2= .00 518 ----------------------------------------------------------------------------- From 520 To 530 DX= 867.133 mm. DZ= -370.579 mm. RESTRAINTS Node 530 Y Mu = .30 ----------------------------------------------------------------------------- From 530 To 540 DX= 4,182.102 mm. DZ= -1,787.269 mm. RESTRAINTS Node 540 Y Mu = .30 ----------------------------------------------------------------------------- From 540 To 550 DX= 4,197.734 mm. DZ= -1,793.950 mm. RESTRAINTS Node 550 Y Mu = .30 Node 550 Z Dir Vec= .3930 .0000 .9195 ----------------------------------------------------------------------------- From 550 To 560 DX= 5,517.284 mm. DZ= -2,357.875 mm. RESTRAINTS Node 560 Y Mu = .30 -----------------------------------------------------------------------------


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From 560 To 570 DX= 5,517.284 mm. DZ= -2,357.875 mm. RESTRAINTS Node 570 Y Mu = .30 Node 570 Z Dir Vec= .3930 .0000 .9195 ----------------------------------------------------------------------------- From 570 To 580 DX= 5,517.284 mm. DZ= -2,357.875 mm. RESTRAINTS Node 580 Y Mu = .30 ----------------------------------------------------------------------------- From 580 To 590 DX= 5,517.284 mm. DZ= -2,357.875 mm. RESTRAINTS Node 590 Y Mu = .30 Node 590 Z Dir Vec= .3930 .0000 .9195 ----------------------------------------------------------------------------- From 590 To 600 DX= 5,517.284 mm. DZ= -2,357.875 mm. RESTRAINTS Node 600 Y Mu = .30 ----------------------------------------------------------------------------- From 600 To 610 DX= 5,517.284 mm. DZ= -2,357.875 mm. RESTRAINTS Node 610 Y Mu = .30 Node 610 Z Dir Vec= .3930 .0000 .9195 ----------------------------------------------------------------------------- From 610 To 620 DX= 5,517.284 mm. DZ= -2,357.875 mm. RESTRAINTS Node 620 Y Mu = .30 ----------------------------------------------------------------------------- From 620 To 630 DX= 5,517.284 mm. DZ= -2,357.875 mm. RESTRAINTS Node 630 Y Mu = .30 Node 630 Z Dir Vec= .3930 .0000 .9195 ----------------------------------------------------------------------------- From 630 To 640 DX= 952.651 mm. DZ= -407.126 mm. BEND at "TO" end Radius= 457.200 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 639 Angle/Node @2= .00 638 ----------------------------------------------------------------------------- From 640 To 650 DY= -914.000 mm. BEND at "TO" end Radius= 457.200 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 649 ----------------------------------------------------------------------------- From 650 To 660 DX= 4,664.942 mm. DZ= -69.635 mm. RESTRAINTS Node 660 Y Mu = .30 ----------------------------------------------------------------------------- From 660 To 670 DX= 6,000.000 mm. DZ= .000 mm. RESTRAINTS Node 670 Y Mu = .30 ----------------------------------------------------------------------------- From 670 To 680 DX= 6,000.000 mm. DZ= .000 mm. RESTRAINTS Node 680 Y Mu = .30


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Node 680 Z ----------------------------------------------------------------------------- From 680 To 690 DX= 6,000.000 mm. DZ= .000 mm. RESTRAINTS Node 690 Y Mu = .30 ----------------------------------------------------------------------------- From 690 To 700 DX= 4,052.000 mm. DZ= .000 mm. BEND at "TO" end Radius= 457.200 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 699 Angle/Node @2= .00 698 ----------------------------------------------------------------------------- From 700 To 710 DX= .000 mm. DZ= 1,561.000 mm. RESTRAINTS Node 710 Y Mu = .30 ----------------------------------------------------------------------------- From 710 To 720 DX= .000 mm. DZ= 5,000.000 mm. RESTRAINTS Node 720 Y Mu = .30 Node 720 X ----------------------------------------------------------------------------- From 720 To 730 DX= .000 mm. DZ= 3,939.000 mm. SIF's & TEE's Node 730 Welding Tee ----------------------------------------------------------------------------- From 730 To 740 DX= .000 mm. DZ= 1,326.000 mm. SIF's & TEE's Node 740 Welding Tee ----------------------------------------------------------------------------- From 740 To 750 DX= .000 mm. DZ= 2,000.000 mm. BEND at "TO" end Radius= 457.200 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 749 Angle/Node @2= .00 748 ----------------------------------------------------------------------------- From 750 To 760 DX= 662.000 mm. DZ= .000 mm. RESTRAINTS Node 760 Y Mu = .30 ----------------------------------------------------------------------------- From 760 To 770 DX= 205.000 mm. DZ= .000 mm. ----------------------------------------------------------------------------- From 770 To 780 DX= 1,168.000 mm. DZ= .000 mm. RIGID Weight= 8,371.00 N. ----------------------------------------------------------------------------- From 780 To 790 DX= 838.000 mm. DZ= .000 mm. ----------------------------------------------------------------------------- From 790 To 800 DX= 342.000 mm. DZ= .000 mm. RIGID Weight= 2,990.00 N. ----------------------------------------------------------------------------- From 800 To 810 DX= 103.000 mm. DZ= .000 mm. ----------------------------------------------------------------------------- From 810 To 820 DX= 280.000 mm. DZ= .000 mm. RIGID Weight= 1.00 N. -----------------------------------------------------------------------------


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From 820 To 825 DY= 350.000 mm. PIPE Dia= 22.000 in. Wall= .375 in. Insul= .000 mm. RIGID Weight= 1.00 N. ----------------------------------------------------------------------------- From 820 To 830 DY= -600.000 mm. RIGID Weight= 1.00 N. RESTRAINTS Node 830 ANC ----------------------------------------------------------------------------- From 820 To 840 DX= 280.000 mm. DZ= .000 mm. PIPE Dia= 12.750 in. Wall= .688 in. Insul= .000 mm. RIGID Weight= 1.00 N. ----------------------------------------------------------------------------- From 840 To 850 DX= 103.000 mm. DZ= .000 mm. ----------------------------------------------------------------------------- From 850 To 860 DX= 342.000 mm. DZ= .000 mm. RIGID Weight= 2,990.00 N. ----------------------------------------------------------------------------- From 860 To 870 DX= 841.000 mm. DZ= .000 mm. ----------------------------------------------------------------------------- From 870 To 880 DX= 1,169.000 mm. DZ= .000 mm. RIGID Weight= 8,371.00 N. ----------------------------------------------------------------------------- From 880 To 890 DX= 205.000 mm. DZ= .000 mm. RESTRAINTS Node 890 Y Mu = .30 ----------------------------------------------------------------------------- From 890 To 900 DX= 662.000 mm. DZ= .000 mm. BEND at "TO" end Radius= 457.200 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 899 Angle/Node @2= .00 898 ----------------------------------------------------------------------------- From 900 To 910 DX= .000 mm. DZ= -2,000.000 mm. SIF's & TEE's Node 910 Welding Tee ----------------------------------------------------------------------------- From 740 To 920 DX= 662.000 mm. DZ= .000 mm. RESTRAINTS Node 920 Y Mu = .30 ----------------------------------------------------------------------------- From 920 To 930 DX= 205.000 mm. DZ= .000 mm. ----------------------------------------------------------------------------- From 930 To 940 DX= 1,168.000 mm. DZ= .000 mm. RIGID Weight= 8,371.00 N. ----------------------------------------------------------------------------- From 940 To 950 DX= 838.000 mm. DZ= .000 mm. ----------------------------------------------------------------------------- From 950 To 960 DX= 342.000 mm. DZ= .000 mm. RIGID Weight= 2,990.00 N. -----------------------------------------------------------------------------


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From 960 To 970 DX= 103.000 mm. DZ= .000 mm. ----------------------------------------------------------------------------- From 970 To 980 DX= 280.000 mm. DZ= .000 mm. RIGID Weight= 1.00 N. ----------------------------------------------------------------------------- From 980 To 985 DY= 350.000 mm. PIPE Dia= 22.000 in. Wall= .375 in. Insul= .000 mm. RIGID Weight= 1.00 N. ----------------------------------------------------------------------------- From 980 To 990 DY= -600.000 mm. RIGID Weight= 1.00 N. RESTRAINTS Node 990 ANC ----------------------------------------------------------------------------- From 980 To 1000 DX= 280.000 mm. DZ= .000 mm. PIPE Dia= 12.750 in. Wall= .688 in. Insul= .000 mm. RIGID Weight= 1.00 N. ----------------------------------------------------------------------------- From 1000 To 1010 DX= 103.000 mm. DZ= .000 mm. ----------------------------------------------------------------------------- From 1010 To 1020 DX= 342.000 mm. DZ= .000 mm. RIGID Weight= 2,990.00 N. ----------------------------------------------------------------------------- From 1020 To 1030 DX= 841.000 mm. DZ= .000 mm. ----------------------------------------------------------------------------- From 1030 To 1040 DX= 1,169.000 mm. DZ= .000 mm. RIGID Weight= 8,371.00 N. ----------------------------------------------------------------------------- From 1040 To 1050 DX= 205.000 mm. DZ= .000 mm. RESTRAINTS Node 1050 Y Mu = .30 ----------------------------------------------------------------------------- From 1050 To 910 DX= 662.000 mm. DY= .000 mm. DZ= .000 mm. ----------------------------------------------------------------------------- From 910 To 1060 DX= .000 mm. DZ= -5,266.000 mm. RESTRAINTS Node 1060 Y Mu = .30 Node 1060 X ----------------------------------------------------------------------------- From 1060 To 1070 DX= .000 mm. DZ= -6,561.001 mm. BEND at "TO" end Radius= 457.200 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1069 Angle/Node @2= .00 1068 ----------------------------------------------------------------------------- From 1070 To 1080 DX= 750.000 mm. DZ= .000 mm. RESTRAINTS Node 1080 Y Mu = .30 ----------------------------------------------------------------------------- From 1080 To 1090 DX= 4,203.000 mm. DZ= .000 mm. RESTRAINTS


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Node 1090 Y Mu = .30 ----------------------------------------------------------------------------- From 1090 To 1100 DX= 4,200.000 mm. DZ= .000 mm. RESTRAINTS Node 1100 Y Mu = .30 ----------------------------------------------------------------------------- From 1100 To 1110 DX= 3,030.000 mm. DZ= .000 mm. SIF's & TEE's Node 1110 Welding Tee ----------------------------------------------------------------------------- From 1110 To 1120 DX= 1,470.000 mm. DZ= .000 mm. RESTRAINTS Node 1120 Y Mu = .30 ----------------------------------------------------------------------------- From 1120 To 1130 DX= 4,500.001 mm. DZ= .000 mm. RESTRAINTS Node 1130 Y Mu = .30 ----------------------------------------------------------------------------- From 1130 To 1140 DX= 3,030.000 mm. DZ= .000 mm. SIF's & TEE's Node 1140 Welding Tee ----------------------------------------------------------------------------- From 1140 To 1150 DX= 1,470.000 mm. DZ= .000 mm. RESTRAINTS Node 1150 Y Mu = .30 Node 1150 X ----------------------------------------------------------------------------- From 1150 To 1160 DX= 4,500.001 mm. DZ= .000 mm. RESTRAINTS Node 1160 Y Mu = .30 ----------------------------------------------------------------------------- From 1160 To 1170 DX= 3,030.000 mm. DZ= .000 mm. SIF's & TEE's Node 1170 Welding Tee ----------------------------------------------------------------------------- From 1170 To 1180 DX= 1,470.000 mm. DZ= .000 mm. RESTRAINTS Node 1180 Y Mu = .30 ----------------------------------------------------------------------------- From 1180 To 1190 DX= 384.000 mm. DZ= .000 mm. ----------------------------------------------------------------------------- From 1190 To 1200 DX= 238.000 mm. DZ= .000 mm. RIGID Weight= 1,495.00 N. ----------------------------------------------------------------------------- From 1170 To 1210 DX= .000 mm. DY= -891.000 mm. DZ= 891.000 mm. PIPE Dia= 10.750 in. Wall= .594 in. Insul= .000 mm. BEND at "TO" end Radius= 381.000 mm. (LONG) Bend Angle= 45.000 Angle/Node @1= 22.50 1209 Angle/Node @2= .00 1208 ----------------------------------------------------------------------------- From 1210 To 1220 DX= .000 mm. DZ= 1,749.000 mm.


0462 GCM-SC-IIIS-041/10 30 DE 148 K-300 C

----------------------------------------------------------------------------- From 1220 To 1230 DX= .000 mm. DZ= 1,111.000 mm. RIGID Weight= 7,072.00 N. ----------------------------------------------------------------------------- From 1230 To 1240 DX= .000 mm. DZ= 225.000 mm. GENERAL T1= 20 C T2= 20 C RESTRAINTS Node 1240 Y Mu = .30 ----------------------------------------------------------------------------- From 1240 To 1245 DX= .000 mm. DZ= 1,653.000 mm. ----------------------------------------------------------------------------- From 1245 To 1250 DX= .000 mm. DZ= 2,413.000 mm. RESTRAINTS Node 1250 Y Mu = .30 ----------------------------------------------------------------------------- From 1250 To 1260 DX= .000 mm. DZ= 261.000 mm. BEND at "TO" end Radius= 381.000 mm. (LONG) Bend Angle= 45.000 Angle/Node @1= 22.50 1259 ----------------------------------------------------------------------------- From 1260 To 1270 DX= .000 mm. DY= 726.000 mm. DZ= 726.000 mm. BEND at "TO" end Radius= 381.000 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1269 Angle/Node @2= .00 1268 ----------------------------------------------------------------------------- From 1270 To 1280 DX= 381.000 mm. DZ= .000 mm. ----------------------------------------------------------------------------- From 1280 To 1290 DX= 159.000 mm. DZ= .000 mm. RIGID Weight= 1,023.00 N. RESTRAINTS Node 1290 ANC ----------------------------------------------------------------------------- From 1140 To 1310 DX= .000 mm. DY= -891.000 mm. DZ= 891.000 mm. PIPE Dia= 10.750 in. Wall= .594 in. Insul= .000 mm. GENERAL T1= 15 C T2= 27 C BEND at "TO" end Radius= 381.000 mm. (LONG) Bend Angle= 45.000 Angle/Node @1= 22.50 1309 Angle/Node @2= .00 1308 ----------------------------------------------------------------------------- From 1310 To 1320 DX= .000 mm. DZ= 1,749.000 mm. ----------------------------------------------------------------------------- From 1320 To 1330 DX= .000 mm. DZ= 1,111.000 mm. RIGID Weight= 7,072.00 N. ----------------------------------------------------------------------------- From 1330 To 1340 DX= .000 mm. DZ= 225.000 mm. GENERAL T3= 20 C T4= 20 C RESTRAINTS Node 1340 Y Mu = .30 -----------------------------------------------------------------------------


0462 GCM-SC-IIIS-041/10 31 DE 148 K-300 C

From 1340 To 1345 DX= .000 mm. DZ= 1,653.000 mm. ----------------------------------------------------------------------------- From 1345 To 1350 DX= .000 mm. DZ= 2,413.000 mm. RESTRAINTS Node 1350 Y Mu = .30 ----------------------------------------------------------------------------- From 1350 To 1360 DX= .000 mm. DZ= 261.000 mm. BEND at "TO" end Radius= 381.000 mm. (LONG) Bend Angle= 45.000 Angle/Node @1= 22.50 1359 ----------------------------------------------------------------------------- From 1360 To 1370 DX= .000 mm. DY= 726.000 mm. DZ= 726.000 mm. BEND at "TO" end Radius= 381.000 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1369 Angle/Node @2= .00 1368 ----------------------------------------------------------------------------- From 1370 To 1380 DX= 381.000 mm. DZ= .000 mm. ----------------------------------------------------------------------------- From 1380 To 1390 DX= 159.000 mm. DZ= .000 mm. RIGID Weight= 1,023.00 N. RESTRAINTS Node 1390 ANC ----------------------------------------------------------------------------- From 1110 To 1410 DX= .000 mm. DY= -891.000 mm. DZ= 891.000 mm. PIPE Dia= 10.750 in. Wall= .594 in. Insul= .000 mm. GENERAL T3= 15 C T4= 27 C BEND at "TO" end Radius= 381.000 mm. (LONG) Bend Angle= 45.000 Angle/Node @1= 22.50 1409 Angle/Node @2= .00 1408 ----------------------------------------------------------------------------- From 1410 To 1420 DX= .000 mm. DZ= 1,749.000 mm. ----------------------------------------------------------------------------- From 1420 To 1430 DX= .000 mm. DZ= 1,111.000 mm. RIGID Weight= 7,072.00 N. ----------------------------------------------------------------------------- From 1430 To 1440 DX= .000 mm. DZ= 225.000 mm. GENERAL T5= 20 C T6= 20 C RESTRAINTS Node 1440 Y Mu = .30 ----------------------------------------------------------------------------- From 1440 To 1445 DX= .000 mm. DZ= 1,653.000 mm. ----------------------------------------------------------------------------- From 1445 To 1450 DX= .000 mm. DZ= 2,413.000 mm. RESTRAINTS Node 1450 Y Mu = .30 ----------------------------------------------------------------------------- From 1450 To 1460 DX= .000 mm. DZ= 261.000 mm. BEND at "TO" end Radius= 381.000 mm. (LONG) Bend Angle= 45.000 Angle/Node @1= 22.50 1459 -----------------------------------------------------------------------------


0462 GCM-SC-IIIS-041/10 32 DE 148 K-300 C

From 1460 To 1470 DX= .000 mm. DY= 726.000 mm. DZ= 726.000 mm. BEND at "TO" end Radius= 381.000 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1469 Angle/Node @2= .00 1468 ----------------------------------------------------------------------------- From 1470 To 1480 DX= 381.000 mm. DZ= .000 mm. ----------------------------------------------------------------------------- From 1480 To 1490 DX= 159.000 mm. DZ= .000 mm. RIGID Weight= 1,023.00 N. RESTRAINTS Node 1490 ANC ----------------------------------------------------------------------------- From 6000 To 6010 DX= 2,061.569 mm. DZ= 4,823.945 mm. PIPE Dia= 16.000 in. Wall= .500 in. Insul= .000 mm. GENERAL T5= 15 C T6= 27 C P1=8067.0000 KPa Mat= (331)API-5L X52 E= 203,428,992 KPa EH1= 203,648,240 KPa EH2= 203,151,856 KPa EH3= 203,648,240 KPa EH4= 203,151,856 KPa EH5= 203,648,240 KPa EH6= 203,151,856 KPa EH7= 201,051,584 KPa EH8= 203,428,992 KPa EH9= 203,428,992 KPa v = .292 Density= .0078 kg./cu.cm. Fluid= .0008396 kg./cu.cm. RESTRAINTS Node 6000 Y Mu = .30 Node 6000 X Dir Vec= .9195 .0000 -.3930 Node 6010 Y Mu = .30 Node 6010 X Dir Vec= .9195 .0000 -.3930 ALLOWABLE STRESSES B31.4 (2006) Sy= 358,527 KPa Fac= .0000 ----------------------------------------------------------------------------- From 6010 To 6020 DX= 1,695.312 mm. DZ= 3,966.927 mm. SIF's & TEE's Node 6020 Welding Tee ----------------------------------------------------------------------------- From 6020 To 6030 DX= 269.584 mm. DZ= 630.810 mm. RESTRAINTS Node 6030 Y Mu = .30 Node 6030 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 6030 To 6040 DX= 269.584 mm. DZ= 630.810 mm. SIF's & TEE's Node 6040 Welding Tee ----------------------------------------------------------------------------- From 6040 To 6050 DX= 339.534 mm. DZ= 794.489 mm. RESTRAINTS Node 6050 Y Mu = .30 Node 6050 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 6050 To 6060 DX= 227.535 mm. DZ= 532.418 mm. ----------------------------------------------------------------------------- From 6060 To 6070 DX= 533.666 mm. DZ= 1,248.745 mm. RIGID Weight=22,130.00 N.


0462 GCM-SC-IIIS-041/10 33 DE 148 K-300 C

----------------------------------------------------------------------------- From 6070 To 6080 DX= 175.662 mm. DZ= 411.038 mm. GENERAL T3= 20 C T4= 20 C T5= 20 C T6= 20 C RESTRAINTS Node 6080 Y Mu = .30 Node 6080 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 6080 To 6090 DX= 118.680 mm. DZ= 277.703 mm. ----------------------------------------------------------------------------- From 6090 To 6100 DX= 199.633 mm. DZ= 467.130 mm. SIF's & TEE's Node 6090 <No Type Specified> Sif(in)= 2.000 Sif(out)= 2.000 Node 6100 <No Type Specified> Sif(in)= 2.000 Sif(out)= 2.000 REDUCER Diam2= 20.000 in. Wall2= .594 in. ----------------------------------------------------------------------------- From 6100 To 6110 DX= 273.514 mm. DZ= 640.005 mm. PIPE Dia= 20.000 in. Wall= .594 in. Insul= .000 mm. SIF's & TEE's Node 6110 Weldolet ----------------------------------------------------------------------------- From 6110 To 6120 DX= 271.156 mm. DZ= 634.488 mm. RESTRAINTS Node 6120 Y Mu = .30 Node 6120 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 6120 To 6130 DX= 1,280.326 mm. DZ= 2,995.885 mm. RESTRAINTS Node 6130 Y Mu = .30 Node 6130 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 6130 To 6140 DX= 259.366 mm. DZ= 606.901 mm. ----------------------------------------------------------------------------- From 6140 To 6150 DX= 104.139 mm. DZ= 243.680 mm. RIGID Weight= 4,000.00 N. ----------------------------------------------------------------------------- From 6040 To 6160 DX= 639.086 mm. DZ= -273.121 mm. PIPE Dia= 12.750 in. Wall= .406 in. Insul= .000 mm. GENERAL T3= 15 C T4= 27 C T5= 15 C T6= 27 C ----------------------------------------------------------------------------- From 6160 To 6170 DX= 1,074.031 mm. DZ= -459.000 mm. RIGID Weight=24,130.00 N. ----------------------------------------------------------------------------- From 6170 To 6180 DX= 601.384 mm. DZ= -257.008 mm. PIPE Dia= 12.750 in. Wall= .688 in. Insul= .000 mm. GENERAL Mat= (102)A53 B E= 203,428,992 KPa EH1= 203,648,240 KPa


0462 GCM-SC-IIIS-041/10 34 DE 148 K-300 C

EH2= 203,151,856 KPa EH3= 203,648,240 KPa EH4= 203,151,856 KPa EH5= 203,648,240 KPa EH6= 203,151,856 KPa EH7= 201,051,584 KPa EH8= 203,428,992 KPa EH9= 203,428,992 KPa v = .292 Density= .0078 kg./cu.cm. SIF's & TEE's Node 6180 Welding Tee ALLOWABLE STRESSES B31.3 (2006) Sc= 137,895 KPa Sh1= 137,895 KPa Sh2= 137,895 KPa Sh3= 137,895 KPa Sh4= 137,895 KPa Sh5= 137,895 KPa Sh6= 137,895 KPa Sh7= 137,895 KPa Sh8= 137,895 KPa Sh9= 137,895 KPa Sy= 241,316 KPa ----------------------------------------------------------------------------- From 6180 To 6190 DX= 653.798 mm. DZ= -279.408 mm. BEND at "TO" end Radius= 457.200 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 6189 Angle/Node @2= .00 6188 RESTRAINTS Node 6189 Y Mu = .30 ----------------------------------------------------------------------------- From 6190 To 6197 DY= 500.000 mm. ----------------------------------------------------------------------------- From 6110 To 6300 DX= 351.267 mm. DZ= -150.118 mm. PIPE Dia= 6.625 in. Wall= .280 in. Insul= .000 mm. GENERAL T3= 20 C T4= 20 C T5= 20 C T6= 20 C Mat= (331)API-5L X52 E= 203,428,992 KPa EH1= 203,648,240 KPa EH2= 203,151,856 KPa EH3= 203,428,992 KPa EH4= 203,428,992 KPa EH5= 203,428,992 KPa EH6= 203,428,992 KPa EH7= 201,051,584 KPa EH8= 203,428,992 KPa EH9= 203,428,992 KPa v = .292 Density= .0078 kg./cu.cm. ALLOWABLE STRESSES B31.4 (2006) ----------------------------------------------------------------------------- From 6300 To 6310 DX= 225.289 mm. DZ= -96.280 mm. RIGID Weight= 1,030.00 N. ----------------------------------------------------------------------------- From 6310 To 6320 DX= 1,758.175 mm. DZ= -751.376 mm. BEND at "TO" end Radius= 228.600 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 6319 Angle/Node @2= .00 6318 ----------------------------------------------------------------------------- From 6320 To 6330 DX= -179.199 mm. DZ= -419.314 mm. RESTRAINTS Node 6330 Y Mu = .30 Node 6330 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 6330 To 6340 DX= -967.122 mm. DZ= -2,263.006 mm. RESTRAINTS Node 6340 Y Mu = .30 Node 6340 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 6340 To 6350 DX= -205.921 mm. DZ= -481.843 mm. -----------------------------------------------------------------------------


0462 GCM-SC-IIIS-041/10 35 DE 148 K-300 C

From 6350 To 6360 DX= -319.492 mm. DZ= -747.592 mm. RIGID Weight= 3,615.00 N. ----------------------------------------------------------------------------- From 6360 To 6180 DX= -197.276 mm. DZ= -461.613 mm. PIPE Dia= 6.625 in. Wall= .432 in. Insul= .000 mm. GENERAL T3= 15 C T4= 27 C T5= 15 C T6= 27 C Mat= (102)A53 B E= 203,428,992 KPa EH1= 203,648,240 KPa EH2= 203,151,856 KPa EH3= 203,648,240 KPa EH4= 203,151,856 KPa EH5= 203,648,240 KPa EH6= 203,151,856 KPa EH7= 201,051,584 KPa EH8= 203,428,992 KPa EH9= 203,428,992 KPa v = .292 Density= .0078 kg./cu.cm. ALLOWABLE STRESSES B31.3 (2006) Sc= 137,895 KPa Sh1= 137,895 KPa Sh2= 137,895 KPa Sh3= 137,895 KPa Sh4= 137,895 KPa Sh5= 137,895 KPa Sh6= 137,895 KPa Sh7= 137,895 KPa Sh8= 137,895 KPa Sh9= 137,895 KPa Sy= 241,316 KPa ----------------------------------------------------------------------------- From 6020 To 6400 DX= 560.924 mm. DZ= -239.717 mm. PIPE Dia= 16.000 in. Wall= .500 in. Insul= .000 mm. GENERAL Mat= (331)API-5L X52 E= 203,428,992 KPa EH1= 203,648,240 KPa EH2= 203,151,856 KPa EH3= 203,648,240 KPa EH4= 203,151,856 KPa EH5= 203,648,240 KPa EH6= 203,151,856 KPa EH7= 201,051,584 KPa EH8= 203,428,992 KPa EH9= 203,428,992 KPa v = .292 Density= .0078 kg./cu.cm. SIF's & TEE's Node 6400 Welding Tee ALLOWABLE STRESSES B31.4 (2006) ----------------------------------------------------------------------------- From 6400 To 6410 DX= 1,535.644 mm. DZ= -656.275 mm. BEND at "TO" end Radius= 609.600 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 6409 Angle/Node @2= .00 6408 ----------------------------------------------------------------------------- From 6410 To 6420 DX= -359.576 mm. DZ= -841.386 mm. RESTRAINTS Node 6420 Y Mu = .30 ----------------------------------------------------------------------------- From 6420 To 6430 DX= -119.859 mm. DZ= -280.462 mm. ----------------------------------------------------------------------------- From 6430 To 6440 DX= -536.810 mm. DZ= -1,256.102 mm. RIGID Weight=22,130.00 N. ----------------------------------------------------------------------------- From 6440 To 6450 DX= -119.859 mm. DZ= -280.462 mm. SIF's & TEE's Node 6450 Welding Tee ----------------------------------------------------------------------------- From 6450 To 6460 DX= -239.717 mm. DZ= -560.924 mm. RESTRAINTS Node 6460 Y Mu = .30


0462 GCM-SC-IIIS-041/10 36 DE 148 K-300 C

----------------------------------------------------------------------------- From 6460 To 6470 DX= -119.859 mm. DZ= -280.462 mm. ----------------------------------------------------------------------------- From 6470 To 6480 DX= -536.417 mm. DZ= -1,255.182 mm. RIGID Weight=22,130.00 N. ----------------------------------------------------------------------------- From 6480 To 6490 DX= -119.859 mm. DZ= -280.462 mm. RESTRAINTS Node 6490 Y Mu = .30 SIF's & TEE's Node 6490 Welding Tee ----------------------------------------------------------------------------- From 6490 To 6500 DX= -359.576 mm. DZ= -841.386 mm. BEND at "TO" end Radius= 609.600 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 6499 Angle/Node @2= .00 6498 ----------------------------------------------------------------------------- From 6500 To 6510 DX= 1,472.195 mm. DZ= -629.160 mm. RESTRAINTS Node 6510 Y Mu = .30 Node 6510 Z Dir Vec= .3930 .0000 .9195 ----------------------------------------------------------------------------- From 6510 To 6520 DX= 1,191.733 mm. DZ= -509.301 mm. SIF's & TEE's Node 6520 Welding Tee ----------------------------------------------------------------------------- From 6520 To 6530 DX= -1,245.744 mm. DZ= -2,914.965 mm. RESTRAINTS Node 6530 Y Mu = .30 Node 6530 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 6520 To 6540 DX= 899.922 mm. DZ= 2,105.763 mm. RESTRAINTS Node 6540 Y Mu = .30 Node 6540 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 6540 To 6550 DX= 1,964.896 mm. DZ= 4,597.737 mm. RESTRAINTS Node 6550 Y Mu = .30 Node 6550 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 6450 To 6600 DY= 1,397.000 mm. PIPE Dia= 8.625 in. Wall= .500 in. Insul= .000 mm. GENERAL Mat= (102)A53 B E= 203,428,992 KPa EH1= 203,648,240 KPa EH2= 203,151,856 KPa EH3= 203,648,240 KPa EH4= 203,151,856 KPa EH5= 203,648,240 KPa EH6= 203,151,856 KPa EH7= 201,051,584 KPa EH8= 203,428,992 KPa EH9= 203,428,992 KPa v = .292 Density= .0078 kg./cu.cm. SIF's & TEE's Node 6600 Welding Tee


0462 GCM-SC-IIIS-041/10 37 DE 148 K-300 C

ALLOWABLE STRESSES B31.3 (2006) Sc= 137,895 KPa Sh1= 137,895 KPa Sh2= 137,895 KPa Sh3= 137,895 KPa Sh4= 137,895 KPa Sh5= 137,895 KPa Sh6= 137,895 KPa Sh7= 137,895 KPa Sh8= 137,895 KPa Sh9= 137,895 KPa Sy= 241,316 KPa ----------------------------------------------------------------------------- From 6600 To 6610 DX= 113.739 mm. DZ= -283.506 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 45.000 Angle/Node @1= 22.50 6609 Angle/Node @2= .00 6608 ----------------------------------------------------------------------------- From 6610 To 6620 DX= 4,662.105 mm. DZ= -1,992.405 mm. RESTRAINTS Node 6620 Y Mu = .30 ----------------------------------------------------------------------------- From 6620 To 6630 DX= 3,128.300 mm. DZ= -1,336.915 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 6629 Angle/Node @2= .00 6628 ----------------------------------------------------------------------------- From 6630 To 6640 DY= -1,567.000 mm. SIF's & TEE's Node 6640 Welding Tee ----------------------------------------------------------------------------- From 6640 To 6650 DX= -178.806 mm. DZ= -418.394 mm. PIPE Dia= 8.625 in. Wall= .322 in. Insul= .000 mm. GENERAL Mat= (331)API-5L X52 E= 203,428,992 KPa EH1= 203,648,240 KPa EH2= 203,151,856 KPa EH3= 203,648,240 KPa EH4= 203,151,856 KPa EH5= 203,648,240 KPa EH6= 203,151,856 KPa EH7= 201,051,584 KPa EH8= 203,428,992 KPa EH9= 203,428,992 KPa v = .292 Density= .0078 kg./cu.cm. RESTRAINTS Node 6650 Y Mu = .30 Node 6650 X Dir Vec= .9195 .0000 -.3930 ALLOWABLE STRESSES B31.4 (2006) ----------------------------------------------------------------------------- From 6650 To 6660 DX= -2,357.875 mm. DZ= -5,517.284 mm. RESTRAINTS Node 6660 Y Mu = .30 Node 6660 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 6640 To 6670 DX= 1,803.382 mm. DZ= 4,219.803 mm. RESTRAINTS Node 6670 Y Mu = .30 Node 6670 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 6670 To 6680 DX= 266.440 mm. DZ= 623.453 mm. SIF's & TEE's Node 6680 Welding Tee -----------------------------------------------------------------------------


0462 GCM-SC-IIIS-041/10 38 DE 148 K-300 C

From 6680 To 6685 DX= 155.620 mm. DZ= 364.141 mm. RESTRAINTS Node 6685 Y Mu = .30 Node 6685 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 6685 To 6690 DX= 94.315 mm. DZ= 220.691 mm. ----------------------------------------------------------------------------- From 6690 To 6700 DX= 371.758 mm. DZ= 869.892 mm. RIGID Weight= 5,765.00 N. ----------------------------------------------------------------------------- From 6700 To 6710 DX= 54.624 mm. DZ= 127.817 mm. GENERAL T3= 20 C T4= 20 C T5= 20 C T6= 20 C SIF's & TEE's Node 6700 <No Type Specified> Sif(in)= 2.000 Sif(out)= 2.000 Node 6710 <No Type Specified> Sif(in)= 2.000 Sif(out)= 2.000 REDUCER Diam2= 10.750 in. Wall2= .365 in. ----------------------------------------------------------------------------- From 6710 To 6720 DX= 196.490 mm. DZ= 459.774 mm. PIPE Dia= 10.750 in. Wall= .365 in. Insul= .000 mm. RESTRAINTS Node 6720 Y Mu = .30 Node 6720 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 6720 To 6730 DX= 1,038.644 mm. DZ= 2,430.364 mm. RESTRAINTS Node 6730 Y Mu = .30 Node 6730 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 6730 To 6740 DX= 246.791 mm. DZ= 577.476 mm. SIF's & TEE's Node 6740 Welding Tee ----------------------------------------------------------------------------- From 6740 To 6750 DX= 83.312 mm. DZ= 194.944 mm. ----------------------------------------------------------------------------- From 6750 To 6760 DX= 76.238 mm. DZ= 178.392 mm. RIGID Weight= 580.00 N. ----------------------------------------------------------------------------- From 6680 To 6770 DX= 393.566 mm. DZ= -168.195 mm. PIPE Dia= 6.625 in. Wall= .280 in. Insul= .000 mm. GENERAL T3= 15 C T4= 27 C T5= 15 C T6= 27 C ----------------------------------------------------------------------------- From 6770 To 6780 DX= 747.592 mm. DZ= -319.492 mm. RIGID Weight= 7,765.00 N. ----------------------------------------------------------------------------- From 6780 To 6790 DX= 370.578 mm. DZ= -158.371 mm. PIPE Dia= 6.625 in. Wall= .432 in. Insul= .000 mm.


0462 GCM-SC-IIIS-041/10 39 DE 148 K-300 C

GENERAL Mat= (102)A53 B E= 203,428,992 KPa EH1= 203,648,240 KPa EH2= 203,151,856 KPa EH3= 203,648,240 KPa EH4= 203,151,856 KPa EH5= 203,648,240 KPa EH6= 203,151,856 KPa EH7= 201,051,584 KPa EH8= 203,428,992 KPa EH9= 203,428,992 KPa v = .292 Density= .0078 kg./cu.cm. SIF's & TEE's Node 6790 Welding Tee ALLOWABLE STRESSES B31.3 (2006) Sc= 137,895 KPa Sh1= 137,895 KPa Sh2= 137,895 KPa Sh3= 137,895 KPa Sh4= 137,895 KPa Sh5= 137,895 KPa Sh6= 137,895 KPa Sh7= 137,895 KPa Sh8= 137,895 KPa Sh9= 137,895 KPa Sy= 241,316 KPa ----------------------------------------------------------------------------- From 6790 To 6800 DX= 341.152 mm. DZ= -145.795 mm. BEND at "TO" end Radius= 228.600 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 6799 Angle/Node @2= .00 6798 RESTRAINTS Node 6799 Y Mu = .30 ----------------------------------------------------------------------------- From 6800 To 6810 DY= 400.000 mm. ----------------------------------------------------------------------------- From 6740 To 6850 DX= 161.840 mm. DZ= -69.164 mm. PIPE Dia= 3.500 in. Wall= .216 in. Insul= .000 mm. GENERAL T3= 20 C T4= 20 C T5= 20 C T6= 20 C Mat= (331)API-5L X52 E= 203,428,992 KPa EH1= 203,648,240 KPa EH2= 203,151,856 KPa EH3= 203,428,992 KPa EH4= 203,428,992 KPa EH5= 203,428,992 KPa EH6= 203,428,992 KPa EH7= 201,051,584 KPa EH8= 203,428,992 KPa EH9= 203,428,992 KPa v = .292 Density= .0078 kg./cu.cm. ALLOWABLE STRESSES B31.4 (2006) ----------------------------------------------------------------------------- From 6850 To 6860 DX= 160.921 mm. DZ= -68.771 mm. RIGID Weight= 290.00 N. ----------------------------------------------------------------------------- From 6860 To 6870 DX= 1,188.975 mm. DZ= -508.122 mm. BEND at "TO" end Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 6869 Angle/Node @2= .00 6868 ----------------------------------------------------------------------------- From 6870 To 6880 DX= -202.777 mm. DZ= -474.486 mm. RESTRAINTS Node 6880 Y Mu = .30 Node 6880 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 6880 To 6890 DX= -1,424.550 mm. DZ= -3,333.359 mm. RESTRAINTS Node 6890 Y Mu = .30 Node 6890 X Dir Vec= .9195 .0000 -.3930 -----------------------------------------------------------------------------


0462 GCM-SC-IIIS-041/10 40 DE 148 K-300 C

From 6890 To 6900 DX= -168.195 mm. DZ= -393.566 mm. ----------------------------------------------------------------------------- From 6900 To 6910 DX= -212.209 mm. DZ= -496.556 mm. RIGID Weight= 865.00 N. ----------------------------------------------------------------------------- From 6910 To 6790 DX= -150.904 mm. DZ= -353.106 mm. PIPE Dia= 3.500 in. Wall= .300 in. Insul= .000 mm. GENERAL T3= 15 C T4= 27 C T5= 15 C T6= 27 C Mat= (102)A53 B E= 203,428,992 KPa EH1= 203,648,240 KPa EH2= 203,151,856 KPa EH3= 203,648,240 KPa EH4= 203,151,856 KPa EH5= 203,648,240 KPa EH6= 203,151,856 KPa EH7= 201,051,584 KPa EH8= 203,428,992 KPa EH9= 203,428,992 KPa v = .292 Density= .0078 kg./cu.cm. ALLOWABLE STRESSES B31.3 (2006) Sc= 137,895 KPa Sh1= 137,895 KPa Sh2= 137,895 KPa Sh3= 137,895 KPa Sh4= 137,895 KPa Sh5= 137,895 KPa Sh6= 137,895 KPa Sh7= 137,895 KPa Sh8= 137,895 KPa Sh9= 137,895 KPa Sy= 241,316 KPa ----------------------------------------------------------------------------- From 6600 To 6950 DX= -1,105.793 mm. DZ= 2,756.306 mm. PIPE Dia= 8.625 in. Wall= .500 in. Insul= .000 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 45.000 Angle/Node @1= 22.50 6949 Angle/Node @2= .00 6948 ----------------------------------------------------------------------------- From 6950 To 6960 DX= -2,811.057 mm. DZ= 1,201.338 mm. RESTRAINTS Node 6960 Y Mu = .30 ----------------------------------------------------------------------------- From 6960 To 6970 DX= -1,316.792 mm. DZ= 562.746 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 6969 Angle/Node @2= .00 6968 ----------------------------------------------------------------------------- From 6970 To 6980 DY= 762.000 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 6979 Angle/Node @2= .00 6978 ----------------------------------------------------------------------------- From 6980 To 6990 DX= 860.232 mm. DZ= 2,012.889 mm. RESTRAINTS Node 6990 Y Mu = .30 Node 6990 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 6990 To 7000 DX= 1,180.903 mm. DZ= 2,763.240 mm. RESTRAINTS Node 7000 Y Mu = .30 Node 7000 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 7000 To 7010 DX= 206.314 mm. DZ= 482.762 mm. BEND at "TO" end


0462 GCM-SC-IIIS-041/10 41 DE 148 K-300 C

Radius= 304.800 mm. (LONG) Bend Angle= 45.000 Angle/Node @1= 22.50 7009 Angle/Node @2= .00 7008 ----------------------------------------------------------------------------- From 7010 To 7020 DX= -214.313 mm. DZ= 534.198 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 45.000 Angle/Node @1= 22.50 7019 ----------------------------------------------------------------------------- From 7020 To 7030 DX= 120.645 mm. DZ= 282.301 mm. SIF's & TEE's Node 7030 Welding Tee ----------------------------------------------------------------------------- From 7030 To 7040 DX= 765.524 mm. DZ= 1,791.278 mm. RESTRAINTS Node 7040 Y Mu = .30 Node 7040 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 7040 To 7050 DX= 188.630 mm. DZ= 441.383 mm. SIF's & TEE's Node 7050 Welding Tee ----------------------------------------------------------------------------- From 7050 To 7060 DX= 730.548 mm. DZ= 1,709.439 mm. SIF's & TEE's Node 7060 Welding Tee ----------------------------------------------------------------------------- From 7060 To 7070 DX= 168.588 mm. DZ= 394.486 mm. RESTRAINTS Node 7070 Y Mu = .30 Node 7070 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 7070 To 7080 DX= 116.715 mm. DZ= 273.106 mm. ----------------------------------------------------------------------------- From 7080 To 7090 DX= 64.449 mm. DZ= 150.806 mm. RIGID Weight= 5,765.00 N. ----------------------------------------------------------------------------- From 6400 To 7100 DY= 1,424.000 mm. PIPE Dia= 10.750 in. Wall= .594 in. Insul= .000 mm. BEND at "TO" end Radius= 381.000 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 7099 Angle/Node @2= .00 7098 ----------------------------------------------------------------------------- From 7100 To 7110 DX= -501.385 mm. DZ= -201.149 mm. BEND at "TO" end Radius= 381.000 mm. (LONG) Bend Angle= 45.000 Angle/Node @1= 22.50 7109 ----------------------------------------------------------------------------- From 7110 To 7120 DX= -2,811.057 mm. DZ= 1,201.338 mm. RESTRAINTS Node 7120 Y Mu = .30 ----------------------------------------------------------------------------- From 7120 To 7130 DX= -896.559 mm. DZ= 383.155 mm. BEND at "TO" end Radius= 381.000 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 7129


0462 GCM-SC-IIIS-041/10 42 DE 148 K-300 C

Angle/Node @2= .00 7128 ----------------------------------------------------------------------------- From 7130 To 7140 DY= 762.000 mm. BEND at "TO" end Radius= 381.000 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 7139 ----------------------------------------------------------------------------- From 7140 To 7150 DX= 699.110 mm. DZ= 1,635.875 mm. RESTRAINTS Node 7150 Y Mu = .30 Node 7150 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 7150 To 7160 DX= 1,180.903 mm. DZ= 2,763.240 mm. RESTRAINTS Node 7160 Y Mu = .30 ----------------------------------------------------------------------------- From 7160 To 7170 DX= 1,252.818 mm. DZ= 2,931.517 mm. RESTRAINTS Node 7170 Y Node 7170 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 7170 To 7180 DX= 1,087.766 mm. DZ= 2,545.307 mm. RESTRAINTS Node 7180 Y Mu = .30 ----------------------------------------------------------------------------- From 7180 To 7190 DX= 181.163 mm. DZ= 423.911 mm. BEND at "TO" end Radius= 381.000 mm. (LONG) Bend Angle= 45.000 Angle/Node @1= 22.50 7189 Angle/Node @2= .00 7188 ----------------------------------------------------------------------------- From 7190 To 7200 DX= -456.008 mm. DZ= 1,136.648 mm. BEND at "TO" end Radius= 381.000 mm. (LONG) Bend Angle= 45.000 Angle/Node @1= 22.50 7199 Angle/Node @2= .00 7198 ----------------------------------------------------------------------------- From 7200 To 7210 DX= 204.742 mm. DZ= 479.084 mm. SIF's & TEE's Node 7210 Welding Tee ----------------------------------------------------------------------------- From 7210 To 7220 DX= 330.103 mm. DZ= 772.420 mm. RESTRAINTS Node 7220 Y Mu = .30 Node 7220 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 7220 To 7230 DX= 438.565 mm. DZ= 1,026.215 mm. SIF's & TEE's Node 7230 Welding Tee ----------------------------------------------------------------------------- From 7230 To 7240 DX= 882.238 mm. DZ= 2,064.384 mm. SIF's & TEE's Node 7240 Welding Tee ----------------------------------------------------------------------------- From 7240 To 7250 DX= 183.914 mm. DZ= 430.348 mm.


0462 GCM-SC-IIIS-041/10 43 DE 148 K-300 C

RESTRAINTS Node 7250 Y Mu = .30 Node 7250 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 7250 To 7260 DX= 264.868 mm. DZ= 619.775 mm. ----------------------------------------------------------------------------- From 7260 To 7270 DX= 91.171 mm. DZ= 213.335 mm. RIGID Weight= 2,650.00 N. ----------------------------------------------------------------------------- From 6490 To 7280 DY= 1,424.000 mm. PIPE Dia= 10.750 in. Wall= .594 in. Insul= .000 mm. BEND at "TO" end Radius= 381.000 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 7279 Angle/Node @2= .00 7278 ----------------------------------------------------------------------------- From 7280 To 7290 DX= -2,250.553 mm. DZ= 5,609.739 mm. BEND at "TO" end Radius= 381.000 mm. (LONG) Bend Angle= 45.000 Angle/Node @1= 22.50 7289 Angle/Node @2= .00 7288 ----------------------------------------------------------------------------- From 7290 To 7300 DX= -813.799 mm. DZ= 347.787 mm. RESTRAINTS Node 7300 Y Mu = .30 ----------------------------------------------------------------------------- From 7300 To 7310 DX= -1,692.887 mm. DZ= 723.475 mm. BEND at "TO" end Radius= 381.000 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 7309 Angle/Node @2= .00 7308 ----------------------------------------------------------------------------- From 7310 To 7320 DY= 762.000 mm. BEND at "TO" end Radius= 381.000 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 7319 ----------------------------------------------------------------------------- From 7320 To 7330 DX= 234.609 mm. DZ= 548.970 mm. SIF's & TEE's Node 7330 Welding Tee ----------------------------------------------------------------------------- From 7330 To 7340 DX= 786.744 mm. DZ= 1,840.934 mm. RESTRAINTS Node 7340 Y Mu = .30 Node 7340 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 7340 To 7350 DX= 188.630 mm. DZ= 441.383 mm. SIF's & TEE's Node 7350 Welding Tee ----------------------------------------------------------------------------- From 7350 To 7360 DX= 788.709 mm. DZ= 1,845.532 mm. SIF's & TEE's Node 7360 Welding Tee ----------------------------------------------------------------------------- From 7360 To 7370 DX= 203.563 mm. DZ= 476.326 mm.


0462 GCM-SC-IIIS-041/10 44 DE 148 K-300 C

RESTRAINTS Node 7370 Y Mu = .30 Node 7370 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 7370 To 7380 DX= 88.420 mm. DZ= 206.898 mm. ----------------------------------------------------------------------------- From 7380 To 7390 DX= 91.171 mm. DZ= 213.335 mm. RIGID Weight= 2,659.00 N. ----------------------------------------------------------------------------- From 7330 To 7400 DY= 219.000 mm. PIPE Dia= 6.625 in. Wall= .432 in. Insul= .000 mm. ----------------------------------------------------------------------------- From 7400 To 7410 DY= 813.000 mm. RIGID Weight= 3,615.00 N. ----------------------------------------------------------------------------- From 7410 To 7420 DY= 140.000 mm. REDUCER Diam2= 4.500 in. Wall2= .337 in. ----------------------------------------------------------------------------- From 7420 To 7430 DY= 225.000 mm. PIPE Dia= 4.500 in. Wall= .337 in. Insul= .000 mm. RIGID Weight= 690.00 N. ----------------------------------------------------------------------------- From 7430 To 7440 DX= 118.287 mm. DZ= 276.784 mm. PIPE Dia= 6.625 in. Wall= .432 in. Insul= .000 mm. GENERAL T1= 20 C T2= 20 C T5= 20 C T6= 20 C RIGID Weight= 690.00 N. ----------------------------------------------------------------------------- From 7440 To 7450 DX= 59.733 mm. DZ= 139.771 mm. REDUCER Diam2= 8.625 in. Wall2= .500 in. ----------------------------------------------------------------------------- From 7450 To 7460 DX= 260.938 mm. DZ= 610.580 mm. PIPE Dia= 8.625 in. Wall= .500 in. Insul= .000 mm. RIGID Weight= 5,765.00 N. ----------------------------------------------------------------------------- From 7460 To 7470 DX= 119.859 mm. DZ= 280.462 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 7469 ----------------------------------------------------------------------------- From 7470 To 7480 DX= -560.924 mm. DZ= 239.717 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 7479 ----------------------------------------------------------------------------- From 7480 To 7490 DY= -1,331.000 mm. SIF's & TEE's Node 7490 Welding Tee


0462 GCM-SC-IIIS-041/10 45 DE 148 K-300 C

----------------------------------------------------------------------------- From 7490 To 7500 DX= -109.641 mm. DZ= -256.554 mm. PIPE Dia= 14.000 in. Wall= .750 in. Insul= .000 mm. ----------------------------------------------------------------------------- From 7500 To 7510 DX= -64.449 mm. DZ= -150.806 mm. RIGID Weight= 3,295.00 N. ----------------------------------------------------------------------------- From 7490 To 7520 DX= 228.321 mm. DZ= 534.257 mm. RESTRAINTS Node 7520 Y Mu = .30 Node 7520 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 7520 To 7530 DX= 747.054 mm. DZ= 1,748.060 mm. SIF's & TEE's Node 7530 Welding Tee ----------------------------------------------------------------------------- From 7530 To 7540 DX= 433.849 mm. DZ= 1,015.180 mm. RESTRAINTS Node 7540 Y Mu = .30 Node 7540 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 7540 To 7550 DX= 354.860 mm. DZ= 830.351 mm. SIF's & TEE's Node 7550 Welding Tee ----------------------------------------------------------------------------- From 7550 To 7560 DX= 197.276 mm. DZ= 461.613 mm. BEND at "TO" end Radius= 533.400 mm. (LONG) Bend Angle= 45.000 Angle/Node @1= 22.50 7559 ----------------------------------------------------------------------------- From 7560 To 7570 DX= -294.878 mm. DZ= 735.015 mm. BEND at "TO" end Radius= 533.400 mm. (LONG) Bend Angle= 45.277 Angle/Node @1= 22.64 7569 ----------------------------------------------------------------------------- From 7570 To 7580 DX= 497.787 mm. DY= -52.000 mm. DZ= 1,152.067 mm. RESTRAINTS Node 7580 Y Mu = .30 Node 7580 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 7580 To 7590 DX= 1,087.766 mm. DZ= 2,545.307 mm. RESTRAINTS Node 7590 Y Mu = .30 Node 7590 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 7590 To 7600 DX= 828.007 mm. DZ= 1,937.486 mm. ----------------------------------------------------------------------------- From 7350 To 7610 DY= 219.000 mm. PIPE Dia= 6.625 in. Wall= .432 in. Insul= .000 mm. GENERAL T1= 15 C T2= 27 C T5= 15 C T6= 27 C -----------------------------------------------------------------------------


0462 GCM-SC-IIIS-041/10 46 DE 148 K-300 C

From 7610 To 7620 DY= 813.000 mm. RIGID Weight= 3,615.00 N. ----------------------------------------------------------------------------- From 7620 To 7630 DY= 140.000 mm. REDUCER Diam2= 4.500 in. Wall2= .337 in. ----------------------------------------------------------------------------- From 7630 To 7640 DY= 225.000 mm. PIPE Dia= 4.500 in. Wall= .337 in. Insul= .000 mm. RIGID Weight= 690.00 N. ----------------------------------------------------------------------------- From 7640 To 7650 DX= 118.287 mm. DZ= 276.784 mm. PIPE Dia= 6.625 in. Wall= .432 in. Insul= .000 mm. GENERAL T1= 20 C T2= 20 C T5= 20 C T6= 20 C RIGID Weight= 690.00 N. ----------------------------------------------------------------------------- From 7650 To 7660 DX= 59.733 mm. DZ= 139.771 mm. REDUCER Diam2= 8.625 in. Wall2= .500 in. ----------------------------------------------------------------------------- From 7660 To 7670 DX= 260.938 mm. DZ= 610.580 mm. PIPE Dia= 8.625 in. Wall= .500 in. Insul= .000 mm. RIGID Weight= 5,765.00 N. ----------------------------------------------------------------------------- From 7670 To 7680 DX= 119.859 mm. DZ= 280.462 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 7679 ----------------------------------------------------------------------------- From 7680 To 7690 DX= -560.924 mm. DZ= 239.717 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 7689 ----------------------------------------------------------------------------- From 7690 To 7530 DY= -1,331.000 mm. ----------------------------------------------------------------------------- From 7360 To 7700 DY= 194.000 mm. PIPE Dia= 6.625 in. Wall= .432 in. Insul= .000 mm. GENERAL T1= 15 C T2= 27 C T5= 15 C T6= 27 C ----------------------------------------------------------------------------- From 7700 To 7710 DY= 813.000 mm. RIGID Weight= 3,615.00 N. ----------------------------------------------------------------------------- From 7710 To 7720 DY= 140.000 mm. REDUCER Diam2= 4.500 in. Wall2= .337 in. ----------------------------------------------------------------------------- From 7720 To 7730 DY= 225.000 mm.


0462 GCM-SC-IIIS-041/10 47 DE 148 K-300 C

PIPE Dia= 4.500 in. Wall= .337 in. Insul= .000 mm. RIGID Weight= 690.00 N. ----------------------------------------------------------------------------- From 7730 To 7740 DX= 118.287 mm. DZ= 276.784 mm. PIPE Dia= 6.625 in. Wall= .432 in. Insul= .000 mm. GENERAL T1= 20 C T2= 20 C T5= 20 C T6= 20 C RIGID Weight= 690.00 N. ----------------------------------------------------------------------------- From 7740 To 7750 DX= 59.733 mm. DZ= 139.771 mm. REDUCER Diam2= 8.625 in. Wall2= .500 in. ----------------------------------------------------------------------------- From 7750 To 7760 DX= 260.938 mm. DZ= 610.580 mm. PIPE Dia= 8.625 in. Wall= .500 in. Insul= .000 mm. RIGID Weight= 5,765.00 N. ----------------------------------------------------------------------------- From 7760 To 7770 DX= 119.859 mm. DZ= 280.462 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 7769 ----------------------------------------------------------------------------- From 7770 To 7780 DX= -560.924 mm. DZ= 239.717 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 7779 ----------------------------------------------------------------------------- From 7780 To 7550 DY= -1,331.000 mm. ----------------------------------------------------------------------------- From 7030 To 7790 DY= 194.000 mm. PIPE Dia= 6.625 in. Wall= .432 in. Insul= .000 mm. GENERAL T1= 15 C T2= 27 C T5= 15 C T6= 27 C ----------------------------------------------------------------------------- From 7790 To 7800 DY= 813.000 mm. RIGID Weight= 3,615.00 N. ----------------------------------------------------------------------------- From 7800 To 7810 DY= 140.000 mm. REDUCER Diam2= 4.500 in. Wall2= .337 in. ----------------------------------------------------------------------------- From 7810 To 7820 DY= 225.000 mm. PIPE Dia= 4.500 in. Wall= .337 in. Insul= .000 mm. RIGID Weight= 690.00 N. ----------------------------------------------------------------------------- From 7820 To 7830 DX= 118.287 mm. DZ= 276.784 mm. PIPE Dia= 6.625 in. Wall= .432 in. Insul= .000 mm. GENERAL


0462 GCM-SC-IIIS-041/10 48 DE 148 K-300 C

T1= 20 C T2= 20 C T5= 20 C T6= 20 C RIGID Weight= 690.00 N. ----------------------------------------------------------------------------- From 7830 To 7840 DX= 59.733 mm. DZ= 139.771 mm. REDUCER Diam2= 8.625 in. Wall2= .500 in. ----------------------------------------------------------------------------- From 7840 To 7850 DX= 260.938 mm. DZ= 610.580 mm. PIPE Dia= 8.625 in. Wall= .500 in. Insul= .000 mm. RIGID Weight= 5,765.00 N. ----------------------------------------------------------------------------- From 7850 To 7860 DX= 119.859 mm. DZ= 280.462 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 7859 ----------------------------------------------------------------------------- From 7860 To 7870 DX= -560.924 mm. DZ= 239.717 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 7869 ----------------------------------------------------------------------------- From 7870 To 7880 DY= -1,331.000 mm. SIF's & TEE's Node 7880 Welding Tee ----------------------------------------------------------------------------- From 7880 To 7890 DX= -109.641 mm. DZ= -256.554 mm. PIPE Dia= 14.000 in. Wall= .750 in. Insul= .000 mm. ----------------------------------------------------------------------------- From 7890 To 7900 DX= -64.449 mm. DZ= -150.806 mm. RIGID Weight= 3,295.00 N. ----------------------------------------------------------------------------- From 7880 To 7910 DX= 207.100 mm. DZ= 484.601 mm. RESTRAINTS Node 7910 Y Mu = .30 Node 7910 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 7910 To 7920 DX= 747.446 mm. DZ= 1,748.979 mm. SIF's & TEE's Node 7920 Welding Tee ----------------------------------------------------------------------------- From 7920 To 7930 DX= 347.394 mm. DZ= 812.880 mm. RESTRAINTS Node 7930 Y Mu = .30 Node 7930 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 7930 To 7940 DX= 389.835 mm. DZ= 912.191 mm. SIF's & TEE's Node 7940 Welding Tee ----------------------------------------------------------------------------- From 7940 To 7950 DX= 443.674 mm. DZ= 1,038.169 mm. SIF's & TEE's Node 7950 Welding Tee


0462 GCM-SC-IIIS-041/10 49 DE 148 K-300 C

----------------------------------------------------------------------------- From 7950 To 7960 DX= 228.321 mm. DZ= 534.257 mm. RESTRAINTS Node 7960 Y Mu = .30 Node 7960 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 7960 To 7970 DX= 228.321 mm. DZ= 534.257 mm. SIF's & TEE's Node 7970 Welding Tee ----------------------------------------------------------------------------- From 7970 To 7980 DX= 768.667 mm. DZ= 1,798.635 mm. SIF's & TEE's Node 7980 Welding Tee ----------------------------------------------------------------------------- From 7980 To 7990 DX= 507.729 mm. DZ= 1,188.055 mm. RESTRAINTS Node 7990 Y Mu = .30 Node 7990 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 7990 To 8000 DX= 374.509 mm. DZ= 876.329 mm. SIF's & TEE's Node 8000 Welding Tee ----------------------------------------------------------------------------- From 8000 To 8010 DX= 227.928 mm. DZ= 533.337 mm. ----------------------------------------------------------------------------- From 8010 To 8020 DX= 64.449 mm. DZ= 150.806 mm. RIGID Weight= 3,295.00 N. ----------------------------------------------------------------------------- From 7050 To 8030 DY= 194.000 mm. PIPE Dia= 6.625 in. Wall= .432 in. Insul= .000 mm. GENERAL T1= 15 C T2= 27 C T5= 15 C T6= 27 C ----------------------------------------------------------------------------- From 8030 To 8040 DY= 813.000 mm. RIGID Weight= 3,615.00 N. ----------------------------------------------------------------------------- From 8040 To 8050 DY= 140.000 mm. REDUCER Diam2= 4.500 in. Wall2= .337 in. ----------------------------------------------------------------------------- From 8050 To 8060 DY= 225.000 mm. PIPE Dia= 4.500 in. Wall= .337 in. Insul= .000 mm. RIGID Weight= 690.00 N. ----------------------------------------------------------------------------- From 8060 To 8070 DX= 118.287 mm. DZ= 276.784 mm. PIPE Dia= 6.625 in. Wall= .432 in. Insul= .000 mm. GENERAL T1= 20 C T2= 20 C T5= 20 C T6= 20 C RIGID Weight= 690.00 N.


0462 GCM-SC-IIIS-041/10 50 DE 148 K-300 C

----------------------------------------------------------------------------- From 8070 To 8080 DX= 59.733 mm. DZ= 139.771 mm. REDUCER Diam2= 8.625 in. Wall2= .500 in. ----------------------------------------------------------------------------- From 8080 To 8090 DX= 260.938 mm. DZ= 610.580 mm. PIPE Dia= 8.625 in. Wall= .500 in. Insul= .000 mm. RIGID Weight= 5,765.00 N. ----------------------------------------------------------------------------- From 8090 To 8100 DX= 119.859 mm. DZ= 280.462 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 8099 ----------------------------------------------------------------------------- From 8100 To 8110 DX= -560.924 mm. DZ= 239.717 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 8109 ----------------------------------------------------------------------------- From 8110 To 7920 DY= -1,331.000 mm. ----------------------------------------------------------------------------- From 7060 To 8120 DY= 194.000 mm. PIPE Dia= 6.625 in. Wall= .432 in. Insul= .000 mm. GENERAL T1= 15 C T2= 27 C T5= 15 C T6= 27 C ----------------------------------------------------------------------------- From 8120 To 8130 DY= 813.000 mm. RIGID Weight= 3,615.00 N. ----------------------------------------------------------------------------- From 8130 To 8140 DY= 140.000 mm. REDUCER Diam2= 4.500 in. Wall2= .337 in. ----------------------------------------------------------------------------- From 8140 To 8150 DY= 225.000 mm. PIPE Dia= 4.500 in. Wall= .337 in. Insul= .000 mm. RIGID Weight= 690.00 N. ----------------------------------------------------------------------------- From 8150 To 8160 DX= 118.287 mm. DZ= 276.784 mm. PIPE Dia= 6.625 in. Wall= .432 in. Insul= .000 mm. GENERAL T1= 20 C T2= 20 C T5= 20 C T6= 20 C RIGID Weight= 690.00 N. ----------------------------------------------------------------------------- From 8160 To 8170 DX= 59.733 mm. DZ= 139.771 mm. REDUCER Diam2= 8.625 in. Wall2= .500 in. ----------------------------------------------------------------------------- From 8170 To 8180 DX= 260.938 mm. DZ= 610.580 mm. PIPE Dia= 8.625 in. Wall= .500 in. Insul= .000 mm.


0462 GCM-SC-IIIS-041/10 51 DE 148 K-300 C

RIGID Weight= 5,765.00 N. ----------------------------------------------------------------------------- From 8180 To 8190 DX= 119.859 mm. DZ= 280.462 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 8189 ----------------------------------------------------------------------------- From 8190 To 8200 DX= -560.924 mm. DZ= 239.717 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 8199 ----------------------------------------------------------------------------- From 8200 To 7940 DX= 7.074 mm. DY= -1,331.000 mm. DZ= 16.552 mm. ----------------------------------------------------------------------------- From 7210 To 8210 DY= 194.000 mm. PIPE Dia= 6.625 in. Wall= .432 in. Insul= .000 mm. GENERAL T1= 15 C T2= 27 C T5= 15 C T6= 27 C ----------------------------------------------------------------------------- From 8210 To 8220 DY= 813.000 mm. RIGID Weight= 3,615.00 N. ----------------------------------------------------------------------------- From 8220 To 8230 DY= 140.000 mm. REDUCER Diam2= 4.500 in. Wall2= .337 in. ----------------------------------------------------------------------------- From 8230 To 8240 DY= 225.000 mm. PIPE Dia= 4.500 in. Wall= .337 in. Insul= .000 mm. RIGID Weight= 690.00 N. ----------------------------------------------------------------------------- From 8240 To 8250 DX= 118.287 mm. DZ= 276.784 mm. PIPE Dia= 6.625 in. Wall= .432 in. Insul= .000 mm. GENERAL T1= 20 C T2= 20 C T5= 20 C T6= 20 C RIGID Weight= 690.00 N. ----------------------------------------------------------------------------- From 8250 To 8260 DX= 59.733 mm. DZ= 139.771 mm. REDUCER Diam2= 8.625 in. Wall2= .500 in. ----------------------------------------------------------------------------- From 8260 To 8270 DX= 260.938 mm. DZ= 610.580 mm. PIPE Dia= 8.625 in. Wall= .500 in. Insul= .000 mm. RIGID Weight= 5,765.00 N. ----------------------------------------------------------------------------- From 8270 To 8280 DX= 132.434 mm. DZ= 309.887 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 8279 ----------------------------------------------------------------------------- From 8280 To 8290 DX= -603.223 mm. DZ= 257.794 mm. BEND at "TO" end


0462 GCM-SC-IIIS-041/10 52 DE 148 K-300 C

Radius= 304.800 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 8289 Angle/Node @2= .00 8288 ----------------------------------------------------------------------------- From 8290 To 7970 DY= -1,358.000 mm. ----------------------------------------------------------------------------- From 7230 To 8300 DY= 194.000 mm. PIPE Dia= 6.625 in. Wall= .432 in. Insul= .000 mm. GENERAL T1= 15 C T2= 27 C T5= 15 C T6= 27 C ----------------------------------------------------------------------------- From 8300 To 8310 DY= 813.000 mm. RIGID Weight= 3,615.00 N. ----------------------------------------------------------------------------- From 8310 To 8320 DY= 140.000 mm. REDUCER Diam2= 4.500 in. Wall2= .337 in. ----------------------------------------------------------------------------- From 8320 To 8330 DY= 225.000 mm. PIPE Dia= 4.500 in. Wall= .337 in. Insul= .000 mm. RIGID Weight= 690.00 N. ----------------------------------------------------------------------------- From 8330 To 8340 DX= 118.287 mm. DZ= 276.784 mm. PIPE Dia= 6.625 in. Wall= .432 in. Insul= .000 mm. GENERAL T1= 20 C T2= 20 C T5= 20 C T6= 20 C RIGID Weight= 690.00 N. ----------------------------------------------------------------------------- From 8340 To 8350 DX= 59.733 mm. DZ= 139.771 mm. REDUCER Diam2= 8.625 in. Wall2= .500 in. ----------------------------------------------------------------------------- From 8350 To 8360 DX= 260.938 mm. DZ= 610.580 mm. PIPE Dia= 8.625 in. Wall= .500 in. Insul= .000 mm. RIGID Weight= 5,765.00 N. ----------------------------------------------------------------------------- From 8360 To 8370 DX= 132.434 mm. DZ= 309.887 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 8369 ----------------------------------------------------------------------------- From 8370 To 8380 DX= -603.223 mm. DZ= 257.794 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 8379 ----------------------------------------------------------------------------- From 8380 To 7980 DY= -1,358.000 mm. ----------------------------------------------------------------------------- From 7240 To 8390 DY= 194.000 mm. PIPE Dia= 6.625 in. Wall= .432 in. Insul= .000 mm.


0462 GCM-SC-IIIS-041/10 53 DE 148 K-300 C

GENERAL T1= 15 C T2= 27 C T5= 15 C T6= 27 C ----------------------------------------------------------------------------- From 8390 To 8400 DY= 813.000 mm. RIGID Weight= 3,615.00 N. ----------------------------------------------------------------------------- From 8400 To 8410 DY= 140.000 mm. REDUCER Diam2= 4.500 in. Wall2= .337 in. ----------------------------------------------------------------------------- From 8410 To 8420 DY= 225.000 mm. PIPE Dia= 4.500 in. Wall= .337 in. Insul= .000 mm. RIGID Weight= 690.00 N. ----------------------------------------------------------------------------- From 8420 To 8430 DX= 118.287 mm. DZ= 276.784 mm. PIPE Dia= 6.625 in. Wall= .432 in. Insul= .000 mm. GENERAL T1= 20 C T2= 20 C T5= 20 C T6= 20 C RIGID Weight= 690.00 N. ----------------------------------------------------------------------------- From 8430 To 8440 DX= 59.733 mm. DZ= 139.771 mm. REDUCER Diam2= 8.625 in. Wall2= .500 in. ----------------------------------------------------------------------------- From 8440 To 8450 DX= 260.938 mm. DZ= 610.580 mm. PIPE Dia= 8.625 in. Wall= .500 in. Insul= .000 mm. RIGID Weight= 5,765.00 N. ----------------------------------------------------------------------------- From 8450 To 8460 DX= 132.434 mm. DZ= 309.887 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 8459 Angle/Node @2= .00 8458 ----------------------------------------------------------------------------- From 8460 To 8470 DX= -603.223 mm. DZ= 257.794 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 8469 Angle/Node @2= .00 8468 ----------------------------------------------------------------------------- From 8470 To 8000 DY= -1,358.000 mm. ----------------------------------------------------------------------------- From 7950 To 7600 DX= -514.027 mm. DZ= 219.675 mm. PIPE Dia= 14.000 in. Wall= .750 in. Insul= .000 mm. SIF's & TEE's Node 7600 Welding Tee ----------------------------------------------------------------------------- From 7600 To 8500 DX= -2,233.581 mm. DZ= 954.547 mm. RESTRAINTS Node 8500 Y Mu = .30


0462 GCM-SC-IIIS-041/10 54 DE 148 K-300 C

Node 8500 Z Dir Vec= .3930 .0000 .9195 ----------------------------------------------------------------------------- From 8500 To 8510 DX= -5,517.284 mm. DZ= 2,357.875 mm. RESTRAINTS Node 8510 Y Mu = .30 ----------------------------------------------------------------------------- From 8510 To 8520 DX= -5,517.284 mm. DZ= 2,357.875 mm. RESTRAINTS Node 8520 Y Mu = .30 Node 8520 Z Dir Vec= .3930 .0000 .9195 ----------------------------------------------------------------------------- From 8520 To 8530 DX= -5,517.284 mm. DZ= 2,357.875 mm. RESTRAINTS Node 8530 Y Mu = .30 ----------------------------------------------------------------------------- From 8530 To 8540 DX= -3,254.278 mm. DZ= 1,390.753 mm. BEND at "TO" end Radius= 533.400 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 8539 Angle/Node @2= .00 8538 ----------------------------------------------------------------------------- From 8540 To 8545 DY= -1,066.000 mm. BEND at "TO" end Radius= 533.400 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 8544 ----------------------------------------------------------------------------- From 8545 To 8550 DX= 627.475 mm. DZ= 1,193.430 mm. RESTRAINTS Node 8550 Y Mu = .30 ----------------------------------------------------------------------------- From 8550 To 8560 DX= 2,792.228 mm. DZ= 5,310.694 mm. RESTRAINTS Node 8560 Y Mu = .30 Node 8560 Guide ----------------------------------------------------------------------------- From 8560 To 8570 DX= 2,792.228 mm. DZ= 5,310.694 mm. RESTRAINTS Node 8570 Y Mu = .30 ----------------------------------------------------------------------------- From 8570 To 8580 DX= 2,792.228 mm. DZ= 5,310.694 mm. RESTRAINTS Node 8580 Y Mu = .30 Node 8580 Guide ----------------------------------------------------------------------------- From 8580 To 8590 DX= 2,792.228 mm. DZ= 5,310.694 mm. RESTRAINTS Node 8590 Y Mu = .30 ----------------------------------------------------------------------------- From 8590 To 8600 DX= 2,792.228 mm. DZ= 5,310.694 mm. RESTRAINTS Node 8600 Y Mu = .30 Node 8600 Guide ----------------------------------------------------------------------------- From 8600 To 8610 DX= 2,792.228 mm. DZ= 5,310.694 mm.


0462 GCM-SC-IIIS-041/10 55 DE 148 K-300 C

RESTRAINTS Node 8610 Y Mu = .30 ----------------------------------------------------------------------------- From 8610 To 8620 DX= 2,792.228 mm. DZ= 5,310.694 mm. RESTRAINTS Node 8620 Y Mu = .30 Node 8620 Guide ----------------------------------------------------------------------------- From 8620 To 8630 DX= 2,792.228 mm. DZ= 5,310.694 mm. RESTRAINTS Node 8630 Y Mu = .30 ----------------------------------------------------------------------------- From 8630 To 8640 DX= 2,792.228 mm. DZ= 5,310.694 mm. RESTRAINTS Node 8640 Y Mu = .30 Node 8640 Guide ----------------------------------------------------------------------------- From 8640 To 8650 DX= 2,792.228 mm. DZ= 5,310.694 mm. RESTRAINTS Node 8650 Y Mu = .30 ----------------------------------------------------------------------------- From 8650 To 8660 DX= 2,792.228 mm. DZ= 5,310.694 mm. RESTRAINTS Node 8660 Y Mu = .30 Node 8660 Guide ----------------------------------------------------------------------------- From 8660 To 8670 DX= 2,792.228 mm. DZ= 5,310.694 mm. RESTRAINTS Node 8670 Y Mu = .30 ----------------------------------------------------------------------------- From 8670 To 8680 DX= 2,792.228 mm. DZ= 5,310.694 mm. RESTRAINTS Node 8680 Y Mu = .30 Node 8680 Guide ----------------------------------------------------------------------------- From 8680 To 8690 DX= 2,792.228 mm. DZ= 5,310.694 mm. RESTRAINTS Node 8690 Y Mu = .30 ----------------------------------------------------------------------------- From 8690 To 8700 DX= 1,296.990 mm. DZ= 2,466.817 mm. BEND at "TO" end Radius= 533.400 mm. (LONG) Bend Angle= 90.004 Angle/Node @1= 45.00 8699 Angle/Node @2= .00 8698 ----------------------------------------------------------------------------- From 8700 To 8710 DX= 739.653 mm. DZ= -388.961 mm. RESTRAINTS Node 8710 Y Mu = .30 ----------------------------------------------------------------------------- From 8710 To 8720 DX= 5,310.486 mm. DZ= -2,792.624 mm. RESTRAINTS Node 8720 Y Mu = .30 -----------------------------------------------------------------------------


0462 GCM-SC-IIIS-041/10 56 DE 148 K-300 C

From 8720 To 8730 DX= 5,310.486 mm. DZ= -2,792.624 mm. RESTRAINTS Node 8730 Y Mu = .30 Node 8730 Guide ----------------------------------------------------------------------------- From 8730 To 8740 DX= 5,310.486 mm. DZ= -2,792.624 mm. RESTRAINTS Node 8740 Y Mu = .30 ----------------------------------------------------------------------------- From 8740 To 8750 DX= 5,310.486 mm. DZ= -2,792.624 mm. RESTRAINTS Node 8750 Y Mu = .50 Node 8750 Guide ----------------------------------------------------------------------------- From 8750 To 8760 DX= 5,310.486 mm. DZ= -2,792.624 mm. RESTRAINTS Node 8760 Y Mu = .30 ----------------------------------------------------------------------------- From 8760 To 8770 DX= 3,285.420 mm. DZ= -1,727.703 mm. BEND at "TO" end Radius= 533.400 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 8769 Angle/Node @2= .00 8768 ----------------------------------------------------------------------------- From 8770 To 8780 DX= 388.961 mm. DZ= 739.653 mm. RESTRAINTS Node 8780 Y Mu = .30 ----------------------------------------------------------------------------- From 8780 To 8790 DX= 1,732.358 mm. DZ= 3,294.271 mm. RESTRAINTS Node 8790 Y Mu = .30 Node 8790 Guide ----------------------------------------------------------------------------- From 8790 To 8800 DX= 388.640 mm. DZ= 739.043 mm. BEND at "TO" end Radius= 533.400 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 8799 Angle/Node @2= .00 8798 ----------------------------------------------------------------------------- From 8800 To 8810 DY= -1,501.000 mm. BEND at "TO" end Radius= 533.400 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 8809 Angle/Node @2= .00 8808 ----------------------------------------------------------------------------- From 8810 To 8820 DX= 226.010 mm. DZ= 483.045 mm. ----------------------------------------------------------------------------- From 8820 To 8830 DX= 269.955 mm. DZ= 576.969 mm. RIGID Weight=15,405.00 N. ----------------------------------------------------------------------------- From 8830 To 8840 DX= 847.583 mm. DZ= 1,811.520 mm. RESTRAINTS Node 8840 Y Mu = .30 Node 8840 Guide -----------------------------------------------------------------------------


0462 GCM-SC-IIIS-041/10 57 DE 148 K-300 C

From 8840 To 8850 DX= 1,695.167 mm. DZ= 3,623.039 mm. RESTRAINTS Node 8850 Y Mu = .30 Node 8850 Guide ----------------------------------------------------------------------------- From 8850 To 8860 DX= 1,695.167 mm. DZ= 3,623.039 mm. RESTRAINTS Node 8860 Y Mu = .30 ----------------------------------------------------------------------------- From 8860 To 8870 DX= 531.011 mm. DZ= 1,134.917 mm. ----------------------------------------------------------------------------- From 8870 To 8880 DX= 231.390 mm. DZ= 494.545 mm. RIGID Weight=13,530.00 N. RESTRAINTS Node 8880 ANC ----------------------------------------------------------------------------- From 6550 To 12010 DX= 595.756 mm. DZ= 1,394.034 mm. PIPE Dia= 16.000 in. Wall= .500 in. Insul= .000 mm. GENERAL T1= 15 C T2= 27 C T5= 15 C T6= 27 C P1=8067.0000 KPa Mat= (331)API-5L X52 E= 203,428,992 KPa EH1= 203,648,240 KPa EH2= 203,151,856 KPa EH3= 203,648,240 KPa EH4= 203,151,856 KPa EH5= 203,648,240 KPa EH6= 203,151,856 KPa EH7= 201,051,584 KPa EH8= 203,428,992 KPa EH9= 203,428,992 KPa v = .292 Density= .0078 kg./cu.cm. Fluid= .0008396 kg./cu.cm. SIF's & TEE's Node 12010 Welding Tee ----------------------------------------------------------------------------- From 12010 To 12020 DX= 225.963 mm. DZ= 528.740 mm. RESTRAINTS Node 12020 Y Mu = .30 Node 12020 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 12020 To 12030 DX= 106.104 mm. DZ= 248.278 mm. ----------------------------------------------------------------------------- From 12030 To 12040 DX= 536.417 mm. DZ= 1,255.182 mm. RIGID Weight=22,130.00 N. ----------------------------------------------------------------------------- From 12040 To 12050 DX= 196.490 mm. DZ= 459.774 mm. GENERAL T3= 20 C T4= 20 C T5= 20 C T6= 20 C RESTRAINTS Node 12050 Y Mu = .30 Node 12050 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 12050 To 12060 DX= 1,070.475 mm. DZ= 2,504.847 mm. ----------------------------------------------------------------------------- From 12060 To 12070 DX= 199.633 mm. DZ= 467.130 mm. REDUCER Diam2= 20.000 in. Wall2= .594 in. -----------------------------------------------------------------------------


0462 GCM-SC-IIIS-041/10 58 DE 148 K-300 C

From 12070 To 12080 DX= 69.164 mm. DZ= 161.840 mm. PIPE Dia= 20.000 in. Wall= .594 in. Insul= .000 mm. SIF's & TEE's Node 12080 Welding Tee ----------------------------------------------------------------------------- From 12080 To 12090 DX= 153.262 mm. DZ= 358.623 mm. RESTRAINTS Node 12090 Y Mu = .30 Node 12090 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 12090 To 12100 DX= 636.233 mm. DZ= 1,488.747 mm. RESTRAINTS Node 12100 Y Mu = .30 Node 12100 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 12100 To 12110 DX= 118.680 mm. DZ= 277.703 mm. ----------------------------------------------------------------------------- From 12110 To 12120 DX= 104.139 mm. DZ= 243.680 mm. RIGID Weight= 4,000.00 N. ----------------------------------------------------------------------------- From 12010 To 12130 DX= 639.086 mm. DZ= -273.121 mm. PIPE Dia= 12.750 in. Wall= .406 in. Insul= .000 mm. GENERAL T3= 15 C T4= 27 C T5= 15 C T6= 27 C ----------------------------------------------------------------------------- From 12130 To 12140 DX= 1,074.031 mm. DZ= -459.000 mm. RIGID Weight= 4,565.00 N. ----------------------------------------------------------------------------- From 12140 To 12150 DX= 601.384 mm. DZ= -257.008 mm. PIPE Dia= 12.750 in. Wall= .688 in. Insul= .000 mm. GENERAL Mat= (102)A53 B E= 203,428,992 KPa EH1= 203,648,240 KPa EH2= 203,151,856 KPa EH3= 203,648,240 KPa EH4= 203,151,856 KPa EH5= 203,648,240 KPa EH6= 203,151,856 KPa EH7= 201,051,584 KPa EH8= 203,428,992 KPa EH9= 203,428,992 KPa v = .292 Density= .0078 kg./cu.cm. SIF's & TEE's Node 12150 Welding Tee ----------------------------------------------------------------------------- From 12150 To 12160 DX= 653.798 mm. DZ= -279.408 mm. BEND at "TO" end Radius= 457.200 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.0012159 Angle/Node @2= .0012158 RESTRAINTS Node 12159 Y Mu = .30 ----------------------------------------------------------------------------- From 12160 To 12170 DY= 1,389.000 mm. BEND at "TO" end Radius= 457.200 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.0012169


0462 GCM-SC-IIIS-041/10 59 DE 148 K-300 C

Angle/Node @2= .0012168 ----------------------------------------------------------------------------- From 12170 To 12180 DX= -602.830 mm. DZ= -1,410.586 mm. BEND at "TO" end Radius= 457.200 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.0012179 Angle/Node @2= .0012178 ----------------------------------------------------------------------------- From 12180 To 12190 DX= 875.409 mm. DZ= -374.116 mm. RESTRAINTS Node 12190 Y Mu = .30 Node 12190 Z Dir Vec= .3930 .0000 .9195 ----------------------------------------------------------------------------- From 12190 To 12200 DX= 4,913.142 mm. DZ= -2,099.688 mm. BEND at "TO" end Radius= 457.200 mm. (LONG) Bend Angle= 89.620 Angle/Node @1= 44.8112199 Angle/Node @2= .0012198 ----------------------------------------------------------------------------- From 12200 To 500 DX= -523.977 mm. DY= -91.000 mm. DZ= -1,248.972 mm. RESTRAINTS Node 500 Y Mu = .30 ----------------------------------------------------------------------------- From 12080 To 12220 DX= 351.267 mm. DZ= -150.118 mm. PIPE Dia= 6.625 in. Wall= .280 in. Insul= .000 mm. GENERAL T3= 20 C T4= 20 C T5= 20 C T6= 20 C Mat= (331)API-5L X52 E= 203,428,992 KPa EH1= 203,648,240 KPa EH2= 203,151,856 KPa EH3= 203,428,992 KPa EH4= 203,428,992 KPa EH5= 203,428,992 KPa EH6= 203,428,992 KPa EH7= 201,051,584 KPa EH8= 203,428,992 KPa EH9= 203,428,992 KPa v = .292 Density= .0078 kg./cu.cm. ----------------------------------------------------------------------------- From 12220 To 12230 DX= 224.370 mm. DZ= -95.887 mm. RIGID Weight= 3,615.00 N. ----------------------------------------------------------------------------- From 12230 To 12240 DX= 1,738.864 mm. DZ= -743.124 mm. BEND at "TO" end Radius= 228.600 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.0012239 Angle/Node @2= .0012238 ----------------------------------------------------------------------------- From 12240 To 12250 DX= -247.970 mm. DZ= -580.234 mm. RESTRAINTS Node 12250 Y Mu = .30 Node 12250 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 12250 To 12260 DX= -1,514.149 mm. DZ= -3,543.016 mm. RESTRAINTS Node 12260 Y Mu = .30 Node 12260 X Dir Vec= .9195 .0000 -.3930 ----------------------------------------------------------------------------- From 12260 To 12270 DX= -236.573 mm. DZ= -553.568 mm. ----------------------------------------------------------------------------- From 12270 To 12280 DX= -319.492 mm. DZ= -747.592 mm.


0462 GCM-SC-IIIS-041/10 60 DE 148 K-300 C

RIGID Weight= 3,615.00 N. ----------------------------------------------------------------------------- From 12280 To 12150 DX= -86.062 mm. DZ= -201.381 mm. PIPE Dia= 6.625 in. Wall= .432 in. Insul= .000 mm. GENERAL T3= 15 C T4= 27 C T5= 15 C T6= 27 C Mat= (102)A53 B E= 203,428,992 KPa EH1= 203,648,240 KPa EH2= 203,151,856 KPa EH3= 203,648,240 KPa EH4= 203,151,856 KPa EH5= 203,648,240 KPa EH6= 203,151,856 KPa EH7= 201,051,584 KPa EH8= 203,428,992 KPa EH9= 203,428,992 KPa v = .292 Density= .0078 kg./cu.cm.

INPUT UNITS USED...

UNITS= MM_SINAN NOM/SCH INPUT= ON LENGTH inches x 25.400 = mm. FORCE pounds x 4.448 = N. MASS(dynamics) pounds x 0.454 = Kg. MOMENTS(INPUT) inch-pounds x 0.113 = N.m. MOMENTS(OUTPUT) inch-pounds x 0.113 = N.m. STRESS lbs./sq.in. x 6.895 = KPa TEMP. SCALE degrees F. x 0.556 = C PRESSURE psig x 6.895 = KPa ELASTIC MODULUS lbs./sq.in. x 6.895 = KPa PIPE DENSITY lbs./cu.in. x 0.028 = kg./cu.cm. INSULATION DENS. lbs./cu.in. x 0.028 = kg./cu.cm. FLUID DENSITY lbs./cu.in. x 0.028 = kg./cu.cm. TRANSL. STIF lbs./in. x 0.175 = N./mm. ROTATIONAL STIF in.lb./deg. x 0.113 = N.m./deg UNIFORM LOAD lb./in. x 0.175 = N./mm. G LOAD g's x 1.000 = g's WIND LOAD lbs./sq.in. x 6.895 = KPa ELEVATION inches x 25.400 = mm. COMPOUND LENGTH inches x 25.400 = mm. DIAMETER inches x 1.000 = in. WALL THICKNESS inches x 1.000 = in.

SETUP FILE PARAMETERS ------------------------------------------------------------------------------ CONNECT GEOMETRY THRU CNODES = YES MIN ALLOWED BEND ANGLE = 5.00000 MAX ALLOWED BEND ANGLE = 95.0000 BEND LENGTH ATTACHMENT PERCENT = 1.00000 MIN ANGLE TO ADJACENT BEND PT = 5.00000 LOOP CLOSURE TOLERANCE = 25.4000 mm. THERMAL BOWING HORZ TOLERANCE = 0.100000E-03 AUTO NODE NUMBER INCREMENT= 10.0000 Z AXIS UP= NO USE PRESSURE STIFFENING = DEFAULT


0462 GCM-SC-IIIS-041/10 61 DE 148 K-300 C

ALPHA TOLERANCE = 0.500000E-01 RESLD-FORCE = NO HGR DEF RESWGT STIF = 0.175120E+12 N./mm. DECOMP SNG TOL = 0.100000E+11 BEND AXIAL SHAPE = YES FRICT STIF = 175120. N./mm. FRICT NORM FORCE VAR = 0.150000 FRICT ANGLE VAR = 15.0000 FRICT SLIDE MULT = 1.00000 ROD TOLERANCE = 1.00000 ROD INC = 2.00000 INCORE NUMERICAL CHECK = NO OUTCORE NUMERICAL CHECK = NO DEFAULT TRANS RESTRAINT STIFF= 0.175120E+12 N./mm. DEFAULT ROT RESTRAINT STIFF= 0.112985E+12 N.m./deg IGNORE SPRING HANGER STIFFNESS = NO MISSING MASS ZPA = EXTRACTED MIN WALL MILL TOLERANCE = 12.5000 WRC-107 VERSION = MAR 79 1B1/2B1 WRC-107 INTERPOLATION = LAST VALUE DEFAULT AMBIENT TEMPERATURE= 21.1142 C BOURDON PRESSURE= NONE COEFFICIENT OF FRICTION (MU) = 0.000000 INCLUDE SPRG STIF IN HGR OPE = NO INCLUDE INSULATION IN HYDROTEST = NO REDUCED INTERSECTION = B31.1(POST1980) USE WRC329 NO NO REDUCED SIF FOR RFT AND WLT NO B31.1 REDUCED Z FIX = YES CLASS 1 BRANCH FLEX NO ALL STRESS CASES CORRODED = NO ADD TORSION IN SL STRESS = DEFAULT ADD F/A IN STRESS = DEFAULT OCCASIONAL LOAD FACTOR = 0.000000 DEFAULT CODE = B31.3 B31.3 SUS CASE SIF FACTOR = 1.00000 ALLOW USERS BEND SIF = NO USE SCHNEIDER NO YIELD CRITERION STRESS = MAX 3D SHEAR USE PD/4T NO BASE HOOP STRESS ON ? = ID EN13480 USE IN OUTPLANE SIFS= NO LIBERAL EXPANSION ALLOWABLE= YES B31.3 SEC 319.2.3C SAXIAL= NO B31.3 WELDING/CONTOUR TEE ISB16.9 NO PRESSURE VARIATION IN EXP CASE= DEFAULT IMPLEMENT B313 APP-P NO IMPLEMENT B313 CODE CASE 178 NO USE FRP SIF = YES USE FRP FLEX = YES BS 7159 Pressure Stiffening= Design Strain FRP Property Data File= CAESAR.FRP


0462 GCM-SC-IIIS-041/10 62 DE 148 K-300 C

FRP Emod (axial) = 0.220632E+08 KPa FRP Ratio Gmod/Emod (axial) = 0.250000 FRP Ea/Eh*Vh/a = 0.152727 FRP Laminate Type = THREE FRP Alpha = 21.5983 C FRP Density = 0.166080E-02 kg./cu.cm. EXCLUDE f2 FROM UKOOA BENDING = NO

EXECUTION CONTROL PARAMETERS

Rigid/ExpJt Print Flag ..... 1.000 Bourdon Option ............. .000 Loop Closure Flag .......... 2.000 Thermal Bowing Delta Temp .. .000 C Liberal Allowable Flag ..... 1.000 Uniform Load Option ........ .000 Ambient Temperature ........ 20.300 C Plastic (FRP) Alpha ........ 21.598 Plastic (FRP) GMOD/EMODa ... .250 Plastic (FRP) Laminate Type. 3.000 Eqn Optimizer .............. .000 Node Selection ............. .000 Eqn Ordering ............... .000 Collins .................... .000 Degree Determination ....... .000 User Eqn Control ........... .000


0462 GCM-SC-IIIS-041/10 63 DE 148 K-300 C

LOAD CASE DEFINITION KEY

CASE 1 (HYD) WW+HPCASE 2 (OPE) W+T1+P1CASE 3 (OPE) W+T2+P1CASE 4 (OPE) W+T3+P1CASE 5 (OPE) W+T4+P1CASE 6 (OPE) W+T5+P1CASE 7 (OPE) W+T6+P1CASE 8 (OPE) W+T7+P1CASE 9 (SUS) W+P1CASE 10 (EXP) L10=L2-L9CASE 11 (EXP) L11=L3-L9CASE 12 (EXP) L12=L4-L9CASE 13 (EXP) L13=L5-L9CASE 14 (EXP) L14=L6-L9CASE 15 (EXP) L15=L7-L9CASE 16 (EXP) L16=L8-L9

Piping Code: Multiple Codes B31.3 = B31.3 -2006, May 31, 2007 B31.4 = B31.4 -2006, October 20, 2006

CODE STRESS CHECK PASSED : LOADCASE 1 (HYD) WW+HP

Highest Stresses: ( KPa ) LOADCASE 1 (HYD) WW+HPCodeStress Ratio (%): 51.7 @Node 6450Code Stress: 112382.3 Allowable: 217184.8 Axial Stress: 111765.7 @Node 6140 Bending Stress: 34608.5 @Node 8410 Torsion Stress: 4095.0 @Node 7420 Hoop Stress: 230589.5 @Node 6100 3D Max Intensity: 252655.6 @Node 12070

CODE STRESS CHECK PASSED : LOADCASE 9 (SUS) W+P1

Highest Stresses: ( KPa ) LOADCASE 9 (SUS) W+P1CodeStress Ratio (%): 49.9 @Node 6450Code Stress: 65011.3 Allowable: 130310.9 Axial Stress: 68151.4 @Node 12110 Bending Stress: 38836.3 @Node 8410 Torsion Stress: 4579.7 @Node 7420 Hoop Stress: 140223.4 @Node 12070 3D Max Intensity: 152437.1 @Node 12070


0462 GCM-SC-IIIS-041/10 64 DE 148 K-300 C

CODE STRESS CHECK PASSED : LOADCASE 10 (EXP) L10=L2-L9

Highest Stresses: ( KPa ) LOADCASE 10 (EXP) L10=L2-L9CodeStress Ratio (%): 6.5 @Node 6520Code Stress: 11271.4 Allowable: 173747.9 Axial Stress: 1497.3 @Node 610 Bending Stress: 11268.6 @Node 6520 Torsion Stress: 1027.5 @Node 6970 Hoop Stress: 0.0 @Node 510 3D Max Intensity: 12678.7 @Node 6520








0462 GCM-SC-IIIS-041/10 65 DE 148 K-300 C








0462 GCM-SC-IIIS-041/10 66 DE 148 K-300 C

LOAD CASE DEFINITION KEY

CASE 1 (HYD) WW+HPCASE 2 (OPE) W+T1+P1CASE 3 (OPE) W+T2+P1CASE 4 (OPE) W+T3+P1CASE 5 (OPE) W+T4+P1CASE 6 (OPE) W+T5+P1CASE 7 (OPE) W+T6+P1CASE 8 (OPE) W+T7+P1CASE 9 (SUS) W+P1CASE 10 (EXP) L10=L2-L9CASE 11 (EXP) L11=L3-L9CASE 12 (EXP) L12=L4-L9CASE 13 (EXP) L13=L5-L9CASE 14 (EXP) L14=L6-L9CASE 15 (EXP) L15=L7-L9CASE 16 (EXP) L16=L8-L9 NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 500 Rigid Y

1(HYD) 356 -12940 -229 0 0 0 2(OPE) -3362 -12318 -1534 0 0 0 3(OPE) 3465 -12181 1161 0 0 0 4(OPE) -3384 -12322 -1488 0 0 0 5(OPE) 3417 -12161 1279 0 0 0 6(OPE) -3384 -12322 -1488 0 0 0 7(OPE) 3417 -12161 1279 0 0 0 8(OPE) 2842 -11143 -1760 0 0 0 9(SUS) 336 -12251 -216 0 0 0 10(EXP) -3697 -66 -1318 0 0 0 11(EXP) 3129 71 1377 0 0 0 12(EXP) -3720 -71 -1272 0 0 0 13(EXP) 3081 90 1494 0 0 0 14(EXP) -3719 -71 -1272 0 0 0 15(EXP) 3081 90 1495 0 0 0 16(EXP) 2507 1109 -1544 0 0 0 MAX -3720/L12 -12940/L1 -1760/L8

510 Rigid Y 1(HYD) -70 -13316 -22 0 0 0 2(OPE) 3461 -12430 1388 0 0 0 3(OPE) -3745 -12836 -897 0 0 0 4(OPE) 3464 -12433 1384 0 0 0 5(OPE) -3759 -12839 -839 0 0 0 6(OPE) 3464 -12433 1384 0 0 0 7(OPE) -3760 -12839 -834 0 0 0 8(OPE) -4014 -13418 299 0 0 0 9(SUS) -66 -12609 -21 0 0 0 10(EXP) 3527 179 1409 0 0 0


0462 GCM-SC-IIIS-041/10 67 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 11(EXP) -3679 -227 -876 0 0 0 12(EXP) 3530 176 1404 0 0 0 13(EXP) -3693 -231 -818 0 0 0 14(EXP) 3530 176 1404 0 0 0 15(EXP) -3694 -231 -814 0 0 0 16(EXP) -3948 -809 320 0 0 0 MAX -4014/L8 -13418/L8 1409/L10

530 Rigid Y 1(HYD) 1 -10918 -27 0 0 0 2(OPE) 3089 -10465 -559 0 0 0 3(OPE) -3006 -10175 533 0 0 0 4(OPE) 3092 -10463 -542 0 0 0 5(OPE) -2997 -10175 577 0 0 0 6(OPE) 3092 -10463 -542 0 0 0 7(OPE) -2997 -10175 577 0 0 0 8(OPE) -2971 -9962 324 0 0 0 9(SUS) 1 -10337 -25 0 0 0 10(EXP) 3088 -128 -534 0 0 0 11(EXP) -3007 162 558 0 0 0 12(EXP) 3090 -125 -517 0 0 0 13(EXP) -2999 163 602 0 0 0 14(EXP) 3090 -125 -517 0 0 0 15(EXP) -2999 163 602 0 0 0 16(EXP) -2972 376 350 0 0 0 MAX 3092/L4 -10918/L1 602/L15

540 Rigid Y 1(HYD) 11 -7806 -3 0 0 0 2(OPE) 2149 -7358 -505 0 0 0 3(OPE) -2175 -7426 482 0 0 0 4(OPE) 2150 -7358 -502 0 0 0 5(OPE) -2173 -7426 490 0 0 0 6(OPE) 2150 -7358 -502 0 0 0 7(OPE) -2173 -7426 490 0 0 0 8(OPE) -2204 -7497 448 0 0 0 9(SUS) 11 -7391 -3 0 0 0 10(EXP) 2138 33 -502 0 0 0 11(EXP) -2186 -35 485 0 0 0 12(EXP) 2139 33 -499 0 0 0 13(EXP) -2184 -35 493 0 0 0 14(EXP) 2139 33 -499 0 0 0 15(EXP) -2184 -35 493 0 0 0 16(EXP) -2215 -106 451 0 0 0 MAX -2215/L16 -7806/L1 -505/L2

550 Rigid Z; Rigid Y


0462 GCM-SC-IIIS-041/10 68 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 1(HYD) 13 -10506 -6 0 0 0 2(OPE) 2848 -9956 -937 0 0 0 3(OPE) -2903 -9940 796 0 0 0 4(OPE) 2846 -9956 -941 0 0 0 5(OPE) -2906 -9940 788 0 0 0 6(OPE) 2846 -9956 -941 0 0 0 7(OPE) -2906 -9940 788 0 0 0 8(OPE) -3811 -9923 -1341 0 0 0 9(SUS) 12 -9948 -5 0 0 0 10(EXP) 2836 -8 -931 0 0 0 11(EXP) -2915 8 802 0 0 0 12(EXP) 2834 -8 -936 0 0 0 13(EXP) -2918 8 794 0 0 0 14(EXP) 2834 -8 -936 0 0 0 15(EXP) -2918 8 794 0 0 0 16(EXP) -3823 25 -1336 0 0 0 MAX -3823/L16 -10506/L1 -1341/L8

560 Rigid Y 1(HYD) 20 -11865 -9 0 0 0 2(OPE) 3006 -11233 -1524 0 0 0 3(OPE) -2993 -11236 1549 0 0 0 4(OPE) 3003 -11233 -1529 0 0 0 5(OPE) -2995 -11236 1547 0 0 0 6(OPE) 3003 -11233 -1529 0 0 0 7(OPE) -2995 -11236 1547 0 0 0 8(OPE) -2978 -11239 1581 0 0 0 9(SUS) 19 -11234 -8 0 0 0 10(EXP) 2987 1 -1516 0 0 0 11(EXP) -3012 -1 1558 0 0 0 12(EXP) 2984 1 -1521 0 0 0 13(EXP) -3014 -1 1555 0 0 0 14(EXP) 2984 1 -1521 0 0 0 15(EXP) -3014 -1 1555 0 0 0 16(EXP) -2997 -4 1589 0 0 0 MAX -3014/L15 -11865/L1 1589/L16


1(HYD) 33 -11539 -14 0 0 0 2(OPE) 2982 -10926 -1364 0 0 0 3(OPE) -2965 -10927 1404 0 0 0 4(OPE) 2985 -10926 -1356 0 0 0 5(OPE) -2965 -10927 1402 0 0 0 6(OPE) 2985 -10926 -1357 0 0 0 7(OPE) -2965 -10927 1402 0 0 0 8(OPE) -2660 -10926 2118 0 0 0 9(SUS) 31 -10926 -13 0 0 0


0462 GCM-SC-IIIS-041/10 69 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 10(EXP) 2950 0 -1350 0 0 0 11(EXP) -2996 -1 1418 0 0 0 12(EXP) 2953 0 -1343 0 0 0 13(EXP) -2997 -1 1416 0 0 0 14(EXP) 2953 0 -1343 0 0 0 15(EXP) -2997 -1 1416 0 0 0 16(EXP) -2691 0 2131 0 0 0 MAX -2997/L15 -11539/L1 2131/L16

580 Rigid Y 1(HYD) 56 -11626 -24 0 0 0 2(OPE) 3070 -11011 -1218 0 0 0 3(OPE) -3071 -11004 1212 0 0 0 4(OPE) 3079 -11011 -1197 0 0 0 5(OPE) -3071 -11004 1213 0 0 0 6(OPE) 3079 -11011 -1197 0 0 0 7(OPE) -3071 -11004 1213 0 0 0 8(OPE) -3081 -11004 1185 0 0 0 9(SUS) 53 -11008 -23 0 0 0 10(EXP) 3017 -3 -1195 0 0 0 11(EXP) -3124 4 1236 0 0 0 12(EXP) 3026 -3 -1174 0 0 0 13(EXP) -3124 4 1236 0 0 0 14(EXP) 3026 -3 -1174 0 0 0 15(EXP) -3124 4 1236 0 0 0 16(EXP) -3134 4 1208 0 0 0 MAX -3134/L16 -11626/L1 1236/L13


1(HYD) 98 -11599 -40 0 0 0 2(OPE) 3038 -10973 -1267 0 0 0 3(OPE) -3048 -10998 1264 0 0 0 4(OPE) 3043 -10973 -1257 0 0 0 5(OPE) -3048 -10998 1264 0 0 0 6(OPE) 3043 -10973 -1257 0 0 0 7(OPE) -3048 -10998 1264 0 0 0 8(OPE) -3160 -11001 1004 0 0 0 9(SUS) 92 -10983 -38 0 0 0 10(EXP) 2946 10 -1229 0 0 0 11(EXP) -3140 -15 1302 0 0 0 12(EXP) 2950 10 -1219 0 0 0 13(EXP) -3140 -15 1302 0 0 0 14(EXP) 2950 10 -1219 0 0 0 15(EXP) -3140 -15 1302 0 0 0 16(EXP) -3252 -18 1042 0 0 0 MAX -3252/L16 -11599/L1 1302/L13


0462 GCM-SC-IIIS-041/10 70 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 600 Rigid Y

1(HYD) 165 -11621 -77 0 0 0 2(OPE) 3039 -11043 -1319 0 0 0 3(OPE) -3016 -10946 1299 0 0 0 4(OPE) 3036 -11042 -1324 0 0 0 5(OPE) -3016 -10946 1299 0 0 0 6(OPE) 3036 -11042 -1324 0 0 0 7(OPE) -3016 -10946 1299 0 0 0 8(OPE) -3011 -10935 1303 0 0 0 9(SUS) 156 -11004 -73 0 0 0 10(EXP) 2882 -39 -1246 0 0 0 11(EXP) -3172 58 1372 0 0 0 12(EXP) 2880 -38 -1251 0 0 0 13(EXP) -3172 58 1372 0 0 0 14(EXP) 2880 -38 -1251 0 0 0 15(EXP) -3172 58 1372 0 0 0 16(EXP) -3167 69 1375 0 0 0 MAX -3172/L15 -11621/L1 1375/L16


1(HYD) 298 -11558 -103 0 0 0 2(OPE) -2196 -10797 1029 0 0 0 3(OPE) 3060 -11163 -1361 0 0 0 4(OPE) -2807 -10801 1291 0 0 0 5(OPE) 3060 -11163 -1361 0 0 0 6(OPE) -2808 -10801 1291 0 0 0 7(OPE) 3060 -11163 -1361 0 0 0 8(OPE) -2210 -11205 1182 0 0 0 9(SUS) 283 -10944 -97 0 0 0 10(EXP) -2478 148 1127 0 0 0 11(EXP) 2778 -219 -1264 0 0 0 12(EXP) -3090 143 1388 0 0 0 13(EXP) 2778 -218 -1264 0 0 0 14(EXP) -3090 143 1388 0 0 0 15(EXP) 2778 -218 -1264 0 0 0 16(EXP) -2493 -261 1279 0 0 0 MAX -3090/L14 -11558/L1 1388/L14

620 Rigid Y 1(HYD) 465 -11792 -296 0 0 0 2(OPE) -3405 -11726 883 0 0 0 3(OPE) 3004 -10334 -768 0 0 0 4(OPE) -3390 -11709 921 0 0 0 5(OPE) 3005 -10336 -766 0 0 0 6(OPE) -3390 -11709 920 0 0 0 7(OPE) 3005 -10336 -766 0 0 0 8(OPE) 2913 -10174 -913 0 0 0


0462 GCM-SC-IIIS-041/10 71 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 9(SUS) 440 -11165 -281 0 0 0 10(EXP) -3846 -561 1164 0 0 0 11(EXP) 2563 831 -487 0 0 0 12(EXP) -3830 -544 1201 0 0 0 13(EXP) 2564 830 -485 0 0 0 14(EXP) -3830 -544 1201 0 0 0 15(EXP) 2564 830 -485 0 0 0 16(EXP) 2472 991 -632 0 0 0 MAX -3846/L10 -11792/L1 1201/L12


1(HYD) 1182 -12341 373 0 0 0 2(OPE) -1556 -13522 6681 0 0 0 3(OPE) 254 -9139 -6383 0 0 0 4(OPE) -1603 -13464 6528 0 0 0 5(OPE) 258 -9143 -6375 0 0 0 6(OPE) -1603 -13464 6528 0 0 0 7(OPE) 258 -9143 -6375 0 0 0 8(OPE) -1363 -7614 -9003 0 0 0 9(SUS) 1119 -11686 353 0 0 0 10(EXP) -2675 -1837 6328 0 0 0 11(EXP) -865 2546 -6736 0 0 0 12(EXP) -2722 -1778 6175 0 0 0 13(EXP) -861 2543 -6728 0 0 0 14(EXP) -2722 -1778 6175 0 0 0 15(EXP) -861 2543 -6728 0 0 0 16(EXP) -2482 4071 -9356 0 0 0 MAX -2722/L14 -13522/L2 -9356/L16

660 Rigid Y 1(HYD) -1018 -11052 273 0 0 0 2(OPE) -1834 -7646 1378 0 0 0 3(OPE) 3944 -14427 -1782 0 0 0 4(OPE) -1924 -7734 1296 0 0 0 5(OPE) 3942 -14422 -1784 0 0 0 6(OPE) -1924 -7734 1296 0 0 0 7(OPE) 3942 -14422 -1784 0 0 0 8(OPE) 4835 -16570 -1153 0 0 0 9(SUS) -964 -10465 258 0 0 0 10(EXP) -870 2818 1120 0 0 0 11(EXP) 4908 -3963 -2040 0 0 0 12(EXP) -961 2730 1038 0 0 0 13(EXP) 4906 -3957 -2042 0 0 0 14(EXP) -961 2730 1038 0 0 0 15(EXP) 4906 -3957 -2042 0 0 0 16(EXP) 5799 -6106 -1411 0 0 0 MAX 5799/L16 -16570/L8 -2042/L15


0462 GCM-SC-IIIS-041/10 72 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m.

670 Rigid Y 1(HYD) -612 -11739 -91 0 0 0 2(OPE) -3528 -11802 -296 0 0 0 3(OPE) 3009 -10146 458 0 0 0 4(OPE) -3520 -11781 -319 0 0 0 5(OPE) 3010 -10147 458 0 0 0 6(OPE) -3520 -11781 -319 0 0 0 7(OPE) 3010 -10147 458 0 0 0 8(OPE) 2840 -9521 309 0 0 0 9(SUS) -579 -11115 -86 0 0 0 10(EXP) -2949 -687 -210 0 0 0 11(EXP) 3588 969 544 0 0 0 12(EXP) -2941 -666 -233 0 0 0 13(EXP) 3589 967 544 0 0 0 14(EXP) -2941 -666 -233 0 0 0 15(EXP) 3589 967 543 0 0 0 16(EXP) 3419 1593 395 0 0 0 MAX 3589/L15 -11802/L2 544/L11


1(HYD) -393 -11595 22 0 0 0 2(OPE) -3228 -10760 83 0 0 0 3(OPE) 3385 -11283 -208 0 0 0 4(OPE) -3230 -10767 86 0 0 0 5(OPE) 3385 -11283 -208 0 0 0 6(OPE) -3230 -10767 86 0 0 0 7(OPE) 3385 -11283 -208 0 0 0 8(OPE) 3440 -11468 -3485 0 0 0 9(SUS) -372 -10979 21 0 0 0 10(EXP) -2856 219 62 0 0 0 11(EXP) 3757 -304 -229 0 0 0 12(EXP) -2858 212 65 0 0 0 13(EXP) 3757 -304 -229 0 0 0 14(EXP) -2858 212 65 0 0 0 15(EXP) 3757 -304 -229 0 0 0 16(EXP) 3813 -488 -3506 0 0 0 MAX 3813/L16 -11595/L1 -3506/L16

690 Rigid Y 1(HYD) -296 -11160 -2 0 0 0 2(OPE) -3056 -10690 972 0 0 0 3(OPE) 2948 -10401 -1021 0 0 0 4(OPE) -3057 -10685 965 0 0 0 5(OPE) 2949 -10401 -1021 0 0 0 6(OPE) -3057 -10685 965 0 0 0 7(OPE) 2949 -10401 -1021 0 0 0


0462 GCM-SC-IIIS-041/10 73 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 8(OPE) 2913 -10369 -1091 0 0 0 9(SUS) -280 -10566 -2 0 0 0 10(EXP) -2776 -124 974 0 0 0 11(EXP) 3229 165 -1019 0 0 0 12(EXP) -2777 -119 967 0 0 0 13(EXP) 3229 165 -1020 0 0 0 14(EXP) -2777 -119 967 0 0 0 15(EXP) 3229 165 -1020 0 0 0 16(EXP) 3193 197 -1089 0 0 0 MAX 3229/L15 -11160/L1 -1091/L8

710 Rigid Y 1(HYD) -27 -10192 -1 0 0 0 2(OPE) -2656 -9728 1208 0 0 0 3(OPE) 2607 -9555 -1192 0 0 0 4(OPE) -2664 -9726 1190 0 0 0 5(OPE) 2607 -9555 -1192 0 0 0 6(OPE) -2664 -9726 1190 0 0 0 7(OPE) 2607 -9555 -1191 0 0 0 8(OPE) 2634 -9364 -977 0 0 0 9(SUS) -25 -9651 -1 0 0 0 10(EXP) -2631 -77 1209 0 0 0 11(EXP) 2632 96 -1191 0 0 0 12(EXP) -2639 -75 1191 0 0 0 13(EXP) 2633 96 -1191 0 0 0 14(EXP) -2639 -75 1191 0 0 0 15(EXP) 2633 96 -1191 0 0 0 16(EXP) 2659 287 -976 0 0 0 MAX -2664/L6 -10192/L1 1209/L10

720 Rigid X; Rigid Y

1(HYD) 7 -9857 -1 0 0 0 2(OPE) -517 -9151 2745 0 0 0 3(OPE) 1007 -9563 -2869 0 0 0 4(OPE) -624 -9157 2747 0 0 0 5(OPE) 1009 -9563 -2869 0 0 0 6(OPE) -624 -9157 2747 0 0 0 7(OPE) 1009 -9563 -2869 0 0 0 8(OPE) 14071 -9873 -2962 0 0 0 9(SUS) 6 -9332 -1 0 0 0 10(EXP) -523 181 2746 0 0 0 11(EXP) 1001 -231 -2868 0 0 0 12(EXP) -631 175 2748 0 0 0 13(EXP) 1003 -231 -2868 0 0 0 14(EXP) -631 175 2748 0 0 0 15(EXP) 1003 -231 -2868 0 0 0 16(EXP) 14065 -541 -2961 0 0 0


0462 GCM-SC-IIIS-041/10 74 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. MAX 14071/L8 -9873/L8 -2962/L8

760 Rigid Y 1(HYD) -1 -8245 0 0 0 0 2(OPE) 1967 -8356 -1555 0 0 0 3(OPE) -1818 -7608 1380 0 0 0 4(OPE) 1982 -8357 -1536 0 0 0 5(OPE) -1818 -7607 1379 0 0 0 6(OPE) 1982 -8357 -1536 0 0 0 7(OPE) -1818 -7607 1380 0 0 0 8(OPE) -1406 -5296 739 0 0 0 9(SUS) -1 -8027 0 0 0 0 10(EXP) 1967 -329 -1555 0 0 0 11(EXP) -1817 420 1379 0 0 0 12(EXP) 1983 -330 -1536 0 0 0 13(EXP) -1818 420 1379 0 0 0 14(EXP) 1983 -330 -1536 0 0 0 15(EXP) -1817 420 1379 0 0 0 16(EXP) -1406 2732 739 0 0 0 MAX 1983/L12 -8357/L6 -1555/L10

830 Rigid ANC 1(HYD) 5 -18136 1 -219 1 56 2(OPE) 494 -16713 -2700 -1812 409 -230 3(OPE) -469 -18414 3464 1847 -430 331 4(OPE) 521 -16712 -2668 -1793 492 -246 5(OPE) -467 -18415 3462 1846 -427 329 6(OPE) 517 -16711 -2661 -1790 475 -242 7(OPE) -446 -18416 3447 1838 -386 316 8(OPE) 1794 -23311 15185 8812 1575 -966 9(SUS) 5 -17463 1 -207 0 53 10(EXP) 489 750 -2701 -1604 408 -283 11(EXP) -474 -951 3463 2054 -430 278 12(EXP) 515 751 -2669 -1586 491 -299 13(EXP) -472 -951 3461 2053 -428 276 14(EXP) 512 752 -2662 -1582 475 -295 15(EXP) -451 -953 3446 2045 -387 263 16(EXP) 1789 -5847 15184 9019 1575 -1019 MAX 1794/L8 -23311/L8 15185/L8 9019/L16 1575/L8 -1019/L16

890 Rigid Y 1(HYD) -1 -8877 -7 0 0 0 2(OPE) -2032 -8980 -1768 0 0 0 3(OPE) 1897 -8198 1565 0 0 0 4(OPE) -2033 -8981 -1769 0 0 0 5(OPE) 1897 -8196 1564 0 0 0 6(OPE) -2037 -8987 -1766 0 0 0 7(OPE) 1901 -8190 1556 0 0 0


0462 GCM-SC-IIIS-041/10 75 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 8(OPE) 1584 -5880 777 0 0 0 9(SUS) -1 -8626 -7 0 0 0 10(EXP) -2032 -354 -1762 0 0 0 11(EXP) 1898 428 1572 0 0 0 12(EXP) -2032 -355 -1762 0 0 0 13(EXP) 1898 430 1571 0 0 0 14(EXP) -2036 -361 -1759 0 0 0 15(EXP) 1902 436 1563 0 0 0 16(EXP) 1584 2746 784 0 0 0 MAX -2037/L6 -8987/L6 -1769/L4

920 Rigid Y 1(HYD) 7 -18196 -3 0 0 0 2(OPE) 5195 -17947 -1416 0 0 0 3(OPE) -4912 -16825 1162 0 0 0 4(OPE) 5214 -17946 -1340 0 0 0 5(OPE) -4912 -16825 1161 0 0 0 6(OPE) 5214 -17946 -1340 0 0 0 7(OPE) -4912 -16825 1161 0 0 0 8(OPE) -4180 -13935 -81 0 0 0 9(SUS) 6 -17453 -3 0 0 0 10(EXP) 5188 -495 -1413 0 0 0 11(EXP) -4918 628 1165 0 0 0 12(EXP) 5208 -493 -1337 0 0 0 13(EXP) -4918 628 1164 0 0 0 14(EXP) 5208 -493 -1337 0 0 0 15(EXP) -4918 628 1164 0 0 0 16(EXP) -4186 3518 -78 0 0 0 MAX 5214/L4 -18196/L1 -1416/L2

990 Rigid ANC 1(HYD) -19 -14563 4 -1136 1 -482 2(OPE) -1402 -13275 -1410 -1961 415 354 3(OPE) 993 -15108 1678 -13 -457 -1055 4(OPE) -1386 -13275 -1370 -1936 504 344 5(OPE) 985 -15107 1677 -16 -455 -1050 6(OPE) -1391 -13276 -1364 -1930 489 346 7(OPE) 972 -15106 1658 -30 -412 -1041 8(OPE) -4578 -20332 -1236 -1579 120 2228 9(SUS) -18 -14079 3 -1076 1 -457 10(EXP) -1384 804 -1413 -884 414 811 11(EXP) 1011 -1029 1675 1063 -458 -599 12(EXP) -1368 804 -1374 -860 503 801 13(EXP) 1003 -1028 1673 1061 -456 -593 14(EXP) -1374 803 -1368 -854 488 803 15(EXP) 990 -1027 1655 1047 -412 -585 16(EXP) -4560 -6253 -1240 -502 120 2685 MAX -4578/L8 -20332/L8 1678/L3 -1961/L2 504/L4 2685/L16


0462 GCM-SC-IIIS-041/10 76 DE 148 K-300 C


1050 Rigid Y 1(HYD) 7 -16092 -10 0 0 0 2(OPE) -4510 -15909 -1563 0 0 0 3(OPE) 4262 -14831 1277 0 0 0 4(OPE) -4509 -15908 -1563 0 0 0 5(OPE) 4264 -14836 1276 0 0 0 6(OPE) -4509 -15894 -1550 0 0 0 7(OPE) 4275 -14852 1254 0 0 0 8(OPE) 3599 -12005 -142 0 0 0 9(SUS) 7 -15460 -10 0 0 0 10(EXP) -4516 -449 -1554 0 0 0 11(EXP) 4255 629 1287 0 0 0 12(EXP) -4515 -448 -1554 0 0 0 13(EXP) 4258 623 1286 0 0 0 14(EXP) -4516 -434 -1541 0 0 0 15(EXP) 4269 608 1264 0 0 0 16(EXP) 3592 3455 -133 0 0 0 MAX -4516/L10 -16092/L1 -1563/L4


1(HYD) -2 -13827 -15 0 0 0 2(OPE) 1145 -13041 3912 0 0 0 3(OPE) -1451 -13268 -3981 0 0 0 4(OPE) 1142 -13045 3913 0 0 0 5(OPE) -1446 -13257 -3977 0 0 0 6(OPE) 1153 -13073 3922 0 0 0 7(OPE) -1467 -13226 -3968 0 0 0 8(OPE) -8124 -13371 -4011 0 0 0 9(SUS) -2 -13093 -15 0 0 0 10(EXP) 1147 51 3927 0 0 0 11(EXP) -1449 -176 -3966 0 0 0 12(EXP) 1143 48 3928 0 0 0 13(EXP) -1445 -164 -3962 0 0 0 14(EXP) 1154 20 3937 0 0 0 15(EXP) -1465 -133 -3953 0 0 0 16(EXP) -8122 -278 -3996 0 0 0 MAX -8124/L8 -13827/L1 -4011/L8

1080 Rigid Y 1(HYD) -15 -10649 73 0 0 0 2(OPE) 2723 -10127 1348 0 0 0 3(OPE) -2655 -9925 -1348 0 0 0 4(OPE) 2721 -10124 1349 0 0 0 5(OPE) -2657 -9935 -1351 0 0 0 6(OPE) 2715 -10097 1343 0 0 0 7(OPE) -2667 -9965 -1352 0 0 0


0462 GCM-SC-IIIS-041/10 77 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 8(OPE) -2534 -9841 -1514 0 0 0 9(SUS) -14 -10084 70 0 0 0 10(EXP) 2737 -43 1278 0 0 0 11(EXP) -2641 159 -1418 0 0 0 12(EXP) 2735 -40 1279 0 0 0 13(EXP) -2643 149 -1421 0 0 0 14(EXP) 2729 -13 1272 0 0 0 15(EXP) -2652 119 -1422 0 0 0 16(EXP) -2520 243 -1585 0 0 0 MAX 2737/L10 -10649/L1 -1585/L16

1090 Rigid Y 1(HYD) -18 -7332 -253 0 0 0 2(OPE) 1971 -6917 648 0 0 0 3(OPE) -2009 -7058 -669 0 0 0 4(OPE) 1968 -6921 662 0 0 0 5(OPE) -2001 -7048 -683 0 0 0 6(OPE) 2008 -6949 559 0 0 0 7(OPE) -2029 -7018 -563 0 0 0 8(OPE) -1753 -7116 -1218 0 0 0 9(SUS) -18 -6935 -246 0 0 0 10(EXP) 1989 18 894 0 0 0 11(EXP) -1991 -123 -424 0 0 0 12(EXP) 1985 15 908 0 0 0 13(EXP) -1983 -113 -437 0 0 0 14(EXP) 2026 -13 804 0 0 0 15(EXP) -2011 -82 -318 0 0 0 16(EXP) -1736 -181 -972 0 0 0 MAX -2029/L7 -7332/L1 -1218/L8

1100 Rigid Y 1(HYD) -26 -10029 1054 0 0 0 2(OPE) 2573 -9493 1220 0 0 0 3(OPE) -2662 -9212 -744 0 0 0 4(OPE) 2553 -9480 1253 0 0 0 5(OPE) -2658 -9248 -795 0 0 0 6(OPE) 2734 -9370 652 0 0 0 7(OPE) -2809 -9368 -104 0 0 0 8(OPE) -2312 -9389 -1610 0 0 0 9(SUS) -25 -9523 1023 0 0 0 10(EXP) 2598 29 198 0 0 0 11(EXP) -2637 310 -1766 0 0 0 12(EXP) 2578 42 231 0 0 0 13(EXP) -2633 274 -1818 0 0 0 14(EXP) 2759 152 -370 0 0 0 15(EXP) -2784 154 -1126 0 0 0 16(EXP) -2287 133 -2632 0 0 0 MAX -2809/L7 -10029/L1 -2632/L16


0462 GCM-SC-IIIS-041/10 78 DE 148 K-300 C


1120 Rigid Y 1(HYD) -29 -11576 2113 0 0 0 2(OPE) 2438 -11309 2360 0 0 0 3(OPE) -2607 -9862 -1400 0 0 0 4(OPE) 2464 -11306 2331 0 0 0 5(OPE) -2622 -9875 -1378 0 0 0 6(OPE) 2908 -11184 1673 0 0 0 7(OPE) -2984 -10048 -429 0 0 0 8(OPE) -2050 -9536 -1996 0 0 0 9(SUS) -28 -11010 2046 0 0 0 10(EXP) 2466 -299 314 0 0 0 11(EXP) -2579 1147 -3445 0 0 0 12(EXP) 2492 -297 285 0 0 0 13(EXP) -2594 1135 -3424 0 0 0 14(EXP) 2936 -174 -372 0 0 0 15(EXP) -2956 961 -2475 0 0 0 16(EXP) -2022 1473 -4042 0 0 0 MAX -2984/L7 -11576/L1 -4042/L16

1130 Rigid Y 1(HYD) -18 -9746 570 0 0 0 2(OPE) 1663 -9453 2297 0 0 0 3(OPE) -2082 -8852 -1648 0 0 0 4(OPE) 2178 -9411 1797 0 0 0 5(OPE) -2600 -8981 -707 0 0 0 6(OPE) 1773 -9496 2229 0 0 0 7(OPE) -2220 -8797 -1427 0 0 0 8(OPE) -1242 -8716 -2301 0 0 0 9(SUS) -17 -9245 557 0 0 0 10(EXP) 1680 -209 1740 0 0 0 11(EXP) -2065 393 -2205 0 0 0 12(EXP) 2195 -167 1240 0 0 0 13(EXP) -2583 264 -1264 0 0 0 14(EXP) 1791 -251 1672 0 0 0 15(EXP) -2203 448 -1984 0 0 0 16(EXP) -1225 529 -2858 0 0 0 MAX -2600/L5 -9746/L1 -2858/L16


1(HYD) -267 -11402 1863 0 0 0 2(OPE) -7430 -11390 3417 0 0 0 3(OPE) 7743 -9564 -2869 0 0 0 4(OPE) -8507 -11317 3395 0 0 0 5(OPE) 9214 -9941 -1058 0 0 0 6(OPE) -9422 -11349 3405 0 0 0 7(OPE) 9771 -9593 -2878 0 0 0


0462 GCM-SC-IIIS-041/10 79 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 8(OPE) 12383 -9504 -2851 0 0 0 9(SUS) -256 -10848 1812 0 0 0 10(EXP) -7174 -543 1605 0 0 0 11(EXP) 7999 1283 -4681 0 0 0 12(EXP) -8251 -470 1583 0 0 0 13(EXP) 9470 906 -2870 0 0 0 14(EXP) -9166 -501 1593 0 0 0 15(EXP) 10027 1255 -4690 0 0 0 16(EXP) 12640 1344 -4663 0 0 0 MAX 12640/L16 -11402/L1 -4690/L15

1160 Rigid Y 1(HYD) -22 -10800 579 0 0 0 2(OPE) -2780 -10459 1454 0 0 0 3(OPE) 2860 -9779 -654 0 0 0 4(OPE) -2627 -10562 1771 0 0 0 5(OPE) 2537 -9666 -1404 0 0 0 6(OPE) -2328 -10559 2148 0 0 0 7(OPE) 2500 -9668 -1471 0 0 0 8(OPE) 1279 -9214 -2451 0 0 0 9(SUS) -21 -10239 569 0 0 0 10(EXP) -2759 -220 886 0 0 0 11(EXP) 2881 460 -1223 0 0 0 12(EXP) -2607 -323 1202 0 0 0 13(EXP) 2558 573 -1973 0 0 0 14(EXP) -2307 -321 1580 0 0 0 15(EXP) 2520 570 -2040 0 0 0 16(EXP) 1300 1024 -3019 0 0 0 MAX 2881/L11 -10800/L1 -3019/L16

1180 Rigid Y 1(HYD) -37 -8483 1276 0 0 0 2(OPE) -2234 -8132 980 0 0 0 3(OPE) 2309 -7698 -47 0 0 0 4(OPE) -1792 -8257 1711 0 0 0 5(OPE) 1973 -7541 -1107 0 0 0 6(OPE) -1843 -8287 1668 0 0 0 7(OPE) 1982 -7469 -1046 0 0 0 8(OPE) 1649 -7453 -1510 0 0 0 9(SUS) -35 -8146 1247 0 0 0 10(EXP) -2199 14 -267 0 0 0 11(EXP) 2344 447 -1294 0 0 0 12(EXP) -1756 -111 464 0 0 0 13(EXP) 2008 605 -2354 0 0 0 14(EXP) -1808 -141 421 0 0 0 15(EXP) 2017 677 -2292 0 0 0 16(EXP) 1684 693 -2757 0 0 0 MAX 2344/L11 -8483/L1 -2757/L16


0462 GCM-SC-IIIS-041/10 80 DE 148 K-300 C


1240 Rigid Y 1(HYD) 221 -12068 -930 0 0 0 2(OPE) -1025 -11387 -1299 0 0 0 3(OPE) 1535 -12980 344 0 0 0 4(OPE) -601 -11326 3344 0 0 0 5(OPE) 1152 -12974 -3718 0 0 0 6(OPE) -555 -11283 3339 0 0 0 7(OPE) 1147 -13109 -3762 0 0 0 8(OPE) 1933 -12891 -3350 0 0 0 9(SUS) 212 -11706 -903 0 0 0 10(EXP) -1237 319 -396 0 0 0 11(EXP) 1323 -1273 1247 0 0 0 12(EXP) -812 381 4247 0 0 0 13(EXP) 941 -1268 -2815 0 0 0 14(EXP) -767 423 4242 0 0 0 15(EXP) 935 -1402 -2859 0 0 0 16(EXP) 1721 -1185 -2447 0 0 0 MAX 1933/L8 -13109/L7 4247/L12

1250 Rigid Y 1(HYD) 55 -3156 -645 0 0 0 2(OPE) 800 -2953 -381 0 0 0 3(OPE) -829 -2805 145 0 0 0 4(OPE) 641 2241 201 0 0 0 5(OPE) -1834 -9483 -2175 0 0 0 6(OPE) 646 2257 201 0 0 0 7(OPE) -1853 -9484 -2159 0 0 0 8(OPE) -1927 -19204 -5429 0 0 0 9(SUS) 57 -2942 -623 0 0 0 10(EXP) 742 -11 242 0 0 0 11(EXP) -886 137 768 0 0 0 12(EXP) 584 5182 824 0 0 0 13(EXP) -1891 -6541 -1552 0 0 0 14(EXP) 589 5199 824 0 0 0 15(EXP) -1910 -6542 -1536 0 0 0 16(EXP) -1985 -16263 -4806 0 0 0 MAX -1985/L16 -19204/L8 -5429/L8

1290 Rigid ANC 1(HYD) -123 -1932 -348 106 -53 452 2(OPE) -336 -1993 -547 92 -219 412 3(OPE) 252 -1731 302 42 277 516 4(OPE) -463 -7048 -6823 256 -2947 2969 5(OPE) 1297 4727 7875 51 3181 -2211 6(OPE) -472 -7074 -6874 261 -2968 2974 7(OPE) 1310 4760 7975 35 3223 -2222 8(OPE) 1548 13850 12236 3059 4089 -6836


0462 GCM-SC-IIIS-041/10 81 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 9(SUS) -123 -1911 -354 100 -58 446 10(EXP) -214 -82 -193 -8 -161 -34 11(EXP) 375 180 656 -58 335 70 12(EXP) -341 -5137 -6469 156 -2889 2523 13(EXP) 1420 6638 8230 -49 3240 -2657 14(EXP) -349 -5163 -6519 161 -2910 2528 15(EXP) 1433 6671 8330 -65 3282 -2668 16(EXP) 1670 15761 12591 2959 4147 -7282 MAX 1670/L16 15761/L16 12591/L16 3059/L8 4147/L16 -7282/L16

1340 Rigid Y 1(HYD) 204 -11760 -1190 0 0 0 2(OPE) 539 -10706 3166 0 0 0 3(OPE) -217 -13270 -3975 0 0 0 4(OPE) 576 -10571 -2425 0 0 0 5(OPE) -268 -13043 591 0 0 0 6(OPE) 587 -10701 3156 0 0 0 7(OPE) -188 -13285 -3981 0 0 0 8(OPE) -487 -12823 -3816 0 0 0 9(SUS) 196 -11414 -1152 0 0 0 10(EXP) 343 708 4318 0 0 0 11(EXP) -413 -1856 -2823 0 0 0 12(EXP) 380 843 -1273 0 0 0 13(EXP) -464 -1629 1743 0 0 0 14(EXP) 391 713 4308 0 0 0 15(EXP) -384 -1871 -2829 0 0 0 16(EXP) -683 -1409 -2664 0 0 0 MAX -683/L16 -13285/L7 4318/L10

1350 Rigid Y 1(HYD) 51 -3321 -828 0 0 0 2(OPE) 975 3477 372 0 0 0 3(OPE) -1949 -11129 -2711 0 0 0 4(OPE) -29 -2986 -895 0 0 0 5(OPE) 210 -2785 363 0 0 0 6(OPE) 879 3133 332 0 0 0 7(OPE) -1942 -11355 -2799 0 0 0 8(OPE) -2790 -20952 -5632 0 0 0 9(SUS) 54 -3097 -797 0 0 0 10(EXP) 920 6574 1169 0 0 0 11(EXP) -2004 -8032 -1913 0 0 0 12(EXP) -84 111 -98 0 0 0 13(EXP) 156 312 1160 0 0 0 14(EXP) 825 6230 1129 0 0 0 15(EXP) -1996 -8258 -2001 0 0 0 16(EXP) -2845 -17855 -4835 0 0 0 MAX -2845/L16 -20952/L8 -5632/L8


0462 GCM-SC-IIIS-041/10 82 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 1390 Rigid ANC

1(HYD) -114 -1879 -438 130 -105 412 2(OPE) -1093 -8437 -8945 399 -3621 3240 3(OPE) 1752 6382 10280 -147 4044 -2757 4(OPE) -157 -2190 -1317 265 -452 550 5(OPE) -111 -1760 435 -69 239 357 6(OPE) -959 -8100 -8484 369 -3468 3146 7(OPE) 1838 6606 10597 -170 4155 -2824 8(OPE) 2638 15505 13630 3441 5442 -6825 9(SUS) -115 -1862 -441 123 -108 409 10(EXP) -979 -6575 -8503 276 -3513 2830 11(EXP) 1867 8243 10721 -270 4152 -3167 12(EXP) -43 -328 -876 143 -344 140 13(EXP) 4 102 877 -191 347 -53 14(EXP) -844 -6239 -8043 247 -3360 2737 15(EXP) 1953 8468 11039 -293 4264 -3234 16(EXP) 2752 17366 14071 3318 5550 -7234 MAX 2752/L16 17366/L16 14071/L16 3441/L8 5550/L16 -7234/L16

1440 Rigid Y 1(HYD) 199 -11778 -1370 0 0 0 2(OPE) 1307 -11242 3109 0 0 0 3(OPE) -1291 -12940 -3661 0 0 0 4(OPE) 1333 -11267 3106 0 0 0 5(OPE) -1310 -12858 -3628 0 0 0 6(OPE) 1637 -11264 -1352 0 0 0 7(OPE) -1748 -12885 54 0 0 0 8(OPE) -2498 -12381 -2748 0 0 0 9(SUS) 191 -11429 -1323 0 0 0 10(EXP) 1115 187 4432 0 0 0 11(EXP) -1482 -1511 -2338 0 0 0 12(EXP) 1141 162 4429 0 0 0 13(EXP) -1501 -1429 -2305 0 0 0 14(EXP) 1446 165 -29 0 0 0 15(EXP) -1939 -1456 1377 0 0 0 16(EXP) -2690 -952 -1425 0 0 0 MAX -2690/L16 -12940/L3 4432/L10

1450 Rigid Y 1(HYD) 70 -3231 -941 0 0 0 2(OPE) 584 2567 502 0 0 0 3(OPE) -1129 -10008 -2782 0 0 0 4(OPE) 585 2574 505 0 0 0 5(OPE) -1137 -10065 -2797 0 0 0 6(OPE) -828 -3127 -441 0 0 0 7(OPE) 884 -2949 -20 0 0 0 8(OPE) -3193 -19467 -4890 0 0 0 9(SUS) 76 -3013 -901 0 0 0


0462 GCM-SC-IIIS-041/10 83 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 10(EXP) 508 5580 1403 0 0 0 11(EXP) -1205 -6995 -1882 0 0 0 12(EXP) 508 5587 1405 0 0 0 13(EXP) -1214 -7052 -1897 0 0 0 14(EXP) -905 -114 460 0 0 0 15(EXP) 808 64 881 0 0 0 16(EXP) -3269 -16454 -3989 0 0 0 MAX -3269/L16 -19467/L8 -4890/L8

1490 Rigid ANC 1(HYD) -130 -1965 -555 138 -154 442 2(OPE) -992 -7419 -7171 175 -2799 2724 3(OPE) 1446 5202 8427 37 3258 -2280 4(OPE) -993 -7419 -7159 171 -2795 2722 5(OPE) 1453 5238 8444 42 3265 -2292 6(OPE) 122 -1901 -741 232 -143 522 7(OPE) -155 -1635 609 -111 128 313 8(OPE) 3030 13917 10074 4359 5058 -5501 9(SUS) -130 -1943 -553 130 -156 437 10(EXP) -862 -5475 -6618 45 -2643 2287 11(EXP) 1576 7145 8980 -93 3414 -2718 12(EXP) -863 -5476 -6606 41 -2639 2284 13(EXP) 1583 7182 8997 -88 3421 -2730 14(EXP) 252 42 -187 102 13 85 15(EXP) -25 308 1162 -241 284 -124 16(EXP) 3160 15860 10627 4229 5214 -5939 MAX 3160/L16 15860/L16 10627/L16 4359/L8 5214/L16 -5939/L16


1(HYD) 13 -4798 5 0 0 0 2(OPE) 667 -4420 1157 0 0 0 3(OPE) -696 -4442 -1152 0 0 0 4(OPE) 673 -4421 1155 0 0 0 5(OPE) -712 -4446 -1146 0 0 0 6(OPE) 672 -4420 1155 0 0 0 7(OPE) -712 -4445 -1146 0 0 0 8(OPE) -1268 -4467 -916 0 0 0 9(SUS) 13 -4432 5 0 0 0 10(EXP) 654 11 1152 0 0 0 11(EXP) -709 -11 -1157 0 0 0 12(EXP) 660 11 1150 0 0 0 13(EXP) -725 -14 -1151 0 0 0 14(EXP) 659 12 1150 0 0 0 15(EXP) -726 -14 -1151 0 0 0 16(EXP) -1281 -35 -920 0 0 0 MAX -1281/L16 -4798/L1 1157/L2


0462 GCM-SC-IIIS-041/10 84 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 6010 Rigid X;

Rigid Y 1(HYD) -56 -13922 38 0 0 0 2(OPE) 476 -12910 4009 0 0 0 3(OPE) -279 -12766 -4045 0 0 0 4(OPE) 440 -12907 4023 0 0 0 5(OPE) -162 -12741 -4088 0 0 0 6(OPE) 448 -12912 4021 0 0 0 7(OPE) -161 -12743 -4089 0 0 0 8(OPE) 3715 -12614 -5703 0 0 0 9(SUS) -56 -12835 37 0 0 0 10(EXP) 531 -75 3971 0 0 0 11(EXP) -224 69 -4083 0 0 0 12(EXP) 496 -72 3986 0 0 0 13(EXP) -106 94 -4125 0 0 0 14(EXP) 503 -77 3984 0 0 0 15(EXP) -105 92 -4126 0 0 0 16(EXP) 3771 221 -5740 0 0 0 MAX 3771/L16 -13922/L1 -5740/L16


1(HYD) 2011 -21725 -842 0 0 0 2(OPE) 8092 -21370 3514 0 0 0 3(OPE) -7393 -19959 -2615 0 0 0 4(OPE) 7778 -21285 3620 0 0 0 5(OPE) -7438 -19840 -3294 0 0 0 6(OPE) 7479 -21352 3770 0 0 0 7(OPE) -7482 -19831 -3272 0 0 0 8(OPE) -2326 -16647 6425 0 0 0 9(SUS) 1984 -20573 -831 0 0 0 10(EXP) 6108 -797 4345 0 0 0 11(EXP) -9377 614 -1784 0 0 0 12(EXP) 5794 -712 4451 0 0 0 13(EXP) -9422 733 -2463 0 0 0 14(EXP) 5495 -779 4601 0 0 0 15(EXP) -9466 742 -2441 0 0 0 16(EXP) -4311 3927 7256 0 0 0 MAX -9466/L15 -21725/L1 7256/L16


1(HYD) 1971 -21169 -829 0 0 0 2(OPE) 1335 -20705 -5735 0 0 0 3(OPE) -979 -21369 7390 0 0 0 4(OPE) 2163 -20736 -6015 0 0 0 5(OPE) -1826 -21413 7766 0 0 0 6(OPE) 1884 -20731 -5869 0 0 0


0462 GCM-SC-IIIS-041/10 85 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 7(OPE) -1827 -21410 7766 0 0 0 8(OPE) -6655 -21878 9982 0 0 0 9(SUS) 1950 -20970 -820 0 0 0 10(EXP) -614 265 -4915 0 0 0 11(EXP) -2929 -399 8210 0 0 0 12(EXP) 213 234 -5195 0 0 0 13(EXP) -3776 -443 8586 0 0 0 14(EXP) -66 239 -5049 0 0 0 15(EXP) -3777 -440 8586 0 0 0 16(EXP) -8605 -908 10802 0 0 0 MAX -8605/L16 -21878/L8 10802/L16


1(HYD) -222 -16742 107 0 0 0 2(OPE) -1604 -16351 -4649 0 0 0 3(OPE) 1444 -16272 4692 0 0 0 4(OPE) -2437 -16351 -4293 0 0 0 5(OPE) 2477 -16265 4248 0 0 0 6(OPE) -2403 -16351 -4307 0 0 0 7(OPE) 2477 -16266 4248 0 0 0 8(OPE) -2306 -16189 6267 0 0 0 9(SUS) -220 -16323 105 0 0 0 10(EXP) -1384 -28 -4755 0 0 0 11(EXP) 1664 51 4586 0 0 0 12(EXP) -2217 -28 -4398 0 0 0 13(EXP) 2697 58 4143 0 0 0 14(EXP) -2183 -28 -4413 0 0 0 15(EXP) 2697 57 4143 0 0 0 16(EXP) -2086 134 6162 0 0 0 MAX 2697/L13 -16742/L1 6267/L8


1(HYD) 36 -9981 -5 0 0 0 2(OPE) 989 -9073 -3383 0 0 0 3(OPE) -1519 -9070 3608 0 0 0 4(OPE) -1442 -9073 -2344 0 0 0 5(OPE) 1554 -9070 2295 0 0 0 6(OPE) -1445 -9073 -2342 0 0 0 7(OPE) 1553 -9070 2296 0 0 0 8(OPE) -14158 -9064 9008 0 0 0 9(SUS) 35 -9073 -5 0 0 0 10(EXP) 954 0 -3377 0 0 0 11(EXP) -1555 3 3614 0 0 0 12(EXP) -1477 -0 -2339 0 0 0 13(EXP) 1518 3 2300 0 0 0 14(EXP) -1481 0 -2337 0 0 0


0462 GCM-SC-IIIS-041/10 86 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 15(EXP) 1517 3 2301 0 0 0 16(EXP) -14193 9 9013 0 0 0 MAX -14193/L16 -9981/L1 9013/L16


1(HYD) 1 -13250 9 0 0 0 2(OPE) -1587 -12568 -3422 0 0 0 3(OPE) 1614 -12568 3410 0 0 0 4(OPE) -1475 -12568 -3470 0 0 0 5(OPE) 1472 -12568 3471 0 0 0 6(OPE) -1475 -12568 -3470 0 0 0 7(OPE) 1472 -12568 3471 0 0 0 8(OPE) 2265 -12569 3132 0 0 0 9(SUS) 0 -12568 8 0 0 0 10(EXP) -1587 -0 -3431 0 0 0 11(EXP) 1614 -0 3402 0 0 0 12(EXP) -1475 0 -3478 0 0 0 13(EXP) 1472 -0 3463 0 0 0 14(EXP) -1475 -0 -3479 0 0 0 15(EXP) 1472 -0 3463 0 0 0 16(EXP) 2265 -1 3124 0 0 0 MAX 2265/L8 -13250/L1 -3479/L14

6189 Rigid Y 1(HYD) -3729 -14189 1635 0 0 0 2(OPE) -3401 -13972 2450 0 0 0 3(OPE) 3427 -13556 -2191 0 0 0 4(OPE) -3675 -13985 2024 0 0 0 5(OPE) 3565 -13576 -1970 0 0 0 6(OPE) -3676 -13956 2004 0 0 0 7(OPE) 3564 -13577 -1971 0 0 0 8(OPE) 4045 -13545 -391 0 0 0 9(SUS) -3688 -13961 1619 0 0 0 10(EXP) 287 -12 831 0 0 0 11(EXP) 7114 404 -3809 0 0 0 12(EXP) 13 -24 406 0 0 0 13(EXP) 7252 385 -3588 0 0 0 14(EXP) 11 5 385 0 0 0 15(EXP) 7252 384 -3590 0 0 0 16(EXP) 7732 416 -2010 0 0 0 MAX 7732/L16 -14189/L1 -3809/L11


1(HYD) -22 -1337 -8 0 0 0 2(OPE) -3013 -1258 877 0 0 0 3(OPE) 3766 -1260 -1198 0 0 0


0462 GCM-SC-IIIS-041/10 87 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 4(OPE) 411 -1257 -586 0 0 0 5(OPE) -567 -1261 654 0 0 0 6(OPE) 412 -1257 -586 0 0 0 7(OPE) -566 -1261 653 0 0 0 8(OPE) 21682 -1264 -8854 0 0 0 9(SUS) -22 -1258 -9 0 0 0 10(EXP) -2990 -0 886 0 0 0 11(EXP) 3788 -1 -1189 0 0 0 12(EXP) 434 1 -577 0 0 0 13(EXP) -545 -3 663 0 0 0 14(EXP) 435 1 -577 0 0 0 15(EXP) -544 -3 662 0 0 0 16(EXP) 21704 -6 -8845 0 0 0 MAX 21704/L16 -1337/L1 -8854/L8


1(HYD) 21 -2995 -38 0 0 0 2(OPE) -278 -2881 -821 0 0 0 3(OPE) 319 -3008 845 0 0 0 4(OPE) -765 -2895 -322 0 0 0 5(OPE) 1036 -3000 536 0 0 0 6(OPE) -781 -2896 -352 0 0 0 7(OPE) 1035 -3000 537 0 0 0 8(OPE) 656 -3076 723 0 0 0 9(SUS) 21 -2925 -39 0 0 0 10(EXP) -299 44 -782 0 0 0 11(EXP) 298 -82 884 0 0 0 12(EXP) -786 30 -284 0 0 0 13(EXP) 1015 -75 575 0 0 0 14(EXP) -801 29 -313 0 0 0 15(EXP) 1014 -75 575 0 0 0 16(EXP) 635 -151 762 0 0 0 MAX 1036/L5 -3076/L8 884/L11

6420 Rigid Y 1(HYD) -244 -23601 -434 0 0 0 2(OPE) -5962 -21966 -2808 0 0 0 3(OPE) 6517 -23862 2961 0 0 0 4(OPE) -5974 -22000 -2804 0 0 0 5(OPE) 6624 -24006 2826 0 0 0 6(OPE) -5964 -21961 -2799 0 0 0 7(OPE) 6622 -24009 2834 0 0 0 8(OPE) 7821 -28445 3415 0 0 0 9(SUS) -240 -22840 -410 0 0 0 10(EXP) -5721 874 -2398 0 0 0 11(EXP) 6758 -1022 3371 0 0 0 12(EXP) -5734 840 -2395 0 0 0


0462 GCM-SC-IIIS-041/10 88 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 13(EXP) 6865 -1166 3235 0 0 0 14(EXP) -5724 879 -2390 0 0 0 15(EXP) 6862 -1169 3243 0 0 0 16(EXP) 8061 -5605 3824 0 0 0 MAX 8061/L16 -28445/L8 3824/L16

6460 Rigid Y 1(HYD) 449 -30535 -762 0 0 0 2(OPE) 156 -30898 -3018 0 0 0 3(OPE) 1515 -29126 2977 0 0 0 4(OPE) -486 -30931 -3641 0 0 0 5(OPE) 1325 -28915 2344 0 0 0 6(OPE) -441 -30891 -3554 0 0 0 7(OPE) 1265 -29097 2376 0 0 0 8(OPE) 4351 -25704 4795 0 0 0 9(SUS) 421 -29866 -723 0 0 0 10(EXP) -266 -1032 -2295 0 0 0 11(EXP) 1093 739 3700 0 0 0 12(EXP) -907 -1065 -2918 0 0 0 13(EXP) 904 951 3067 0 0 0 14(EXP) -862 -1025 -2831 0 0 0 15(EXP) 843 769 3099 0 0 0 16(EXP) 3929 4162 5518 0 0 0 MAX 4351/L8 -30931/L4 5518/L16

6490 Rigid Y 1(HYD) 631 -16703 -877 0 0 0 2(OPE) 4530 -16071 1650 0 0 0 3(OPE) -4561 -16568 -1975 0 0 0 4(OPE) 4531 -15997 1580 0 0 0 5(OPE) -4566 -16677 -2045 0 0 0 6(OPE) 4546 -16087 1619 0 0 0 7(OPE) -4546 -16577 -2016 0 0 0 8(OPE) -4593 -16945 -2178 0 0 0 9(SUS) 597 -16250 -833 0 0 0 10(EXP) 3933 179 2483 0 0 0 11(EXP) -5158 -318 -1143 0 0 0 12(EXP) 3935 253 2413 0 0 0 13(EXP) -5163 -427 -1213 0 0 0 14(EXP) 3950 163 2452 0 0 0 15(EXP) -5143 -327 -1183 0 0 0 16(EXP) -5190 -696 -1345 0 0 0 MAX -5190/L16 -16945/L8 2483/L10


1(HYD) 243 -10403 -596 0 0 0 2(OPE) 10472 -8376 26528 0 0 0


0462 GCM-SC-IIIS-041/10 89 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 3(OPE) -11968 -10225 -32730 0 0 0 4(OPE) 10303 -8457 26269 0 0 0 5(OPE) -12139 -10275 -33184 0 0 0 6(OPE) 10241 -8362 26368 0 0 0 7(OPE) -12169 -10201 -33135 0 0 0 8(OPE) -28497 -15733 -71810 0 0 0 9(SUS) 230 -9584 -566 0 0 0 10(EXP) 10242 1207 27094 0 0 0 11(EXP) -12198 -641 -32164 0 0 0 12(EXP) 10072 1127 26836 0 0 0 13(EXP) -12369 -691 -32618 0 0 0 14(EXP) 10011 1221 26934 0 0 0 15(EXP) -12400 -617 -32569 0 0 0 16(EXP) -28727 -6150 -71244 0 0 0 MAX -28727/L16 -15733/L8 -71810/L8


1(HYD) 40 -4159 50 0 0 0 2(OPE) 942 -3960 889 0 0 0 3(OPE) -900 -3786 -851 0 0 0 4(OPE) 935 -3952 890 0 0 0 5(OPE) -913 -3782 -843 0 0 0 6(OPE) 932 -3962 894 0 0 0 7(OPE) -916 -3789 -845 0 0 0 8(OPE) 4172 -3251 -2843 0 0 0 9(SUS) 38 -3843 48 0 0 0 10(EXP) 904 -117 842 0 0 0 11(EXP) -938 57 -898 0 0 0 12(EXP) 897 -109 842 0 0 0 13(EXP) -951 61 -891 0 0 0 14(EXP) 894 -119 847 0 0 0 15(EXP) -954 54 -892 0 0 0 16(EXP) 4133 592 -2891 0 0 0 MAX 4172/L8 -4159/L1 -2891/L16


1(HYD) 70 -12316 33 0 0 0 2(OPE) -3849 -11458 3779 0 0 0 3(OPE) 6077 -11334 -1620 0 0 0 4(OPE) -3866 -11460 3717 0 0 0 5(OPE) 5974 -11319 -1953 0 0 0 6(OPE) -3888 -11459 3701 0 0 0 7(OPE) 5963 -11334 -1959 0 0 0 8(OPE) 15263 -10881 -2973 0 0 0 9(SUS) 66 -11377 31 0 0 0 10(EXP) -3914 -81 3748 0 0 0


0462 GCM-SC-IIIS-041/10 90 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 11(EXP) 6012 43 -1651 0 0 0 12(EXP) -3932 -83 3686 0 0 0 13(EXP) 5908 58 -1984 0 0 0 14(EXP) -3954 -82 3670 0 0 0 15(EXP) 5898 44 -1990 0 0 0 16(EXP) 15198 496 -3004 0 0 0 MAX 15263/L8 -12316/L1 3779/L2


1(HYD) 158 -9814 -24 0 0 0 2(OPE) 1905 -8870 -3708 0 0 0 3(OPE) -2896 -9216 4244 0 0 0 4(OPE) 1854 -8855 -3681 0 0 0 5(OPE) -2803 -9254 4217 0 0 0 6(OPE) 1858 -8852 -3682 0 0 0 7(OPE) -2802 -9249 4215 0 0 0 8(OPE) -15064 -11807 10290 0 0 0 9(SUS) 157 -9054 -26 0 0 0 10(EXP) 1748 184 -3682 0 0 0 11(EXP) -3052 -162 4270 0 0 0 12(EXP) 1697 199 -3655 0 0 0 13(EXP) -2960 -200 4243 0 0 0 14(EXP) 1702 202 -3656 0 0 0 15(EXP) -2959 -195 4241 0 0 0 16(EXP) -15221 -2753 10316 0 0 0 MAX -15221/L16 -11807/L8 10316/L16

6620 Rigid Y 1(HYD) -326 -4546 356 0 0 0 2(OPE) -1124 -4907 951 0 0 0 3(OPE) 886 -3583 -608 0 0 0 4(OPE) -1127 -4910 948 0 0 0 5(OPE) 903 -3579 -582 0 0 0 6(OPE) -1129 -4911 947 0 0 0 7(OPE) 900 -3580 -586 0 0 0 8(OPE) 59 320 -76 0 0 0 9(SUS) -297 -4320 333 0 0 0 10(EXP) -826 -587 617 0 0 0 11(EXP) 1183 737 -942 0 0 0 12(EXP) -830 -590 615 0 0 0 13(EXP) 1200 741 -915 0 0 0 14(EXP) -832 -591 613 0 0 0 15(EXP) 1198 740 -919 0 0 0 16(EXP) 356 4641 -410 0 0 0 MAX 1200/L13 -4911/L6 951/L2

6650 Rigid X; PROYECTO No. CONTRATO No. HOJA NÚMERO DE DOCUMENTO REV.

0462 GCM-SC-IIIS-041/10 91 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. Rigid Y

1(HYD) 5 -7070 -51 0 0 0 2(OPE) 31 -6219 2016 0 0 0 3(OPE) 59 -7110 -2345 0 0 0 4(OPE) 18 -6211 2019 0 0 0 5(OPE) 66 -7116 -2350 0 0 0 6(OPE) 12 -6209 2021 0 0 0 7(OPE) 68 -7117 -2351 0 0 0 8(OPE) 5197 -10175 -5541 0 0 0 9(SUS) -0 -6621 -46 0 0 0 10(EXP) 31 402 2062 0 0 0 11(EXP) 59 -489 -2299 0 0 0 12(EXP) 19 410 2065 0 0 0 13(EXP) 66 -494 -2303 0 0 0 14(EXP) 12 413 2067 0 0 0 15(EXP) 69 -495 -2305 0 0 0 16(EXP) 5198 -3554 -5495 0 0 0 MAX 5198/L16 -10175/L8 -5541/L8


1(HYD) -5 -1700 -23 0 0 0 2(OPE) 215 -1597 429 0 0 0 3(OPE) -210 -1560 -419 0 0 0 4(OPE) 214 -1596 429 0 0 0 5(OPE) -209 -1561 -420 0 0 0 6(OPE) 214 -1596 429 0 0 0 7(OPE) -209 -1561 -420 0 0 0 8(OPE) -332 -1502 -348 0 0 0 9(SUS) -4 -1581 -22 0 0 0 10(EXP) 219 -16 451 0 0 0 11(EXP) -205 22 -397 0 0 0 12(EXP) 218 -15 451 0 0 0 13(EXP) -204 20 -398 0 0 0 14(EXP) 218 -15 451 0 0 0 15(EXP) -204 20 -398 0 0 0 16(EXP) -327 79 -326 0 0 0 MAX -332/L8 -1700/L1 451/L10


1(HYD) 278 -4467 -140 0 0 0 2(OPE) 633 -4126 1075 0 0 0 3(OPE) -675 -4430 -1157 0 0 0 4(OPE) 713 -4133 1044 0 0 0 5(OPE) -819 -4426 -1094 0 0 0 6(OPE) 712 -4133 1044 0 0 0 7(OPE) -819 -4425 -1094 0 0 0


0462 GCM-SC-IIIS-041/10 92 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 8(OPE) -331 -4671 -1382 0 0 0 9(SUS) 277 -4237 -138 0 0 0 10(EXP) 357 111 1214 0 0 0 11(EXP) -951 -194 -1019 0 0 0 12(EXP) 436 104 1182 0 0 0 13(EXP) -1096 -189 -956 0 0 0 14(EXP) 435 104 1183 0 0 0 15(EXP) -1096 -189 -955 0 0 0 16(EXP) -608 -434 -1244 0 0 0 MAX -1096/L15 -4671/L8 -1382/L8


1(HYD) 952 -6913 -423 0 0 0 2(OPE) 532 -7122 -1477 0 0 0 3(OPE) -460 -6732 1596 0 0 0 4(OPE) 128 -7117 -2377 0 0 0 5(OPE) -175 -6739 2273 0 0 0 6(OPE) 129 -7117 -2377 0 0 0 7(OPE) -175 -6739 2273 0 0 0 8(OPE) -1332 -5690 2426 0 0 0 9(SUS) 944 -6924 -419 0 0 0 10(EXP) -412 -197 -1059 0 0 0 11(EXP) -1404 192 2015 0 0 0 12(EXP) -816 -192 -1958 0 0 0 13(EXP) -1119 186 2692 0 0 0 14(EXP) -816 -193 -1958 0 0 0 15(EXP) -1119 185 2692 0 0 0 16(EXP) -2277 1234 2845 0 0 0 MAX -2277/L16 -7122/L2 2845/L16


1(HYD) -91 -4111 26 0 0 0 2(OPE) -629 -3898 -1003 0 0 0 3(OPE) 653 -3949 1009 0 0 0 4(OPE) -517 -3899 -1051 0 0 0 5(OPE) 513 -3947 1068 0 0 0 6(OPE) -517 -3899 -1051 0 0 0 7(OPE) 513 -3947 1068 0 0 0 8(OPE) 1253 -4066 791 0 0 0 9(SUS) -90 -3923 26 0 0 0 10(EXP) -539 25 -1029 0 0 0 11(EXP) 743 -26 983 0 0 0 12(EXP) -427 23 -1077 0 0 0 13(EXP) 603 -24 1043 0 0 0 14(EXP) -427 23 -1077 0 0 0 15(EXP) 603 -24 1043 0 0 0


0462 GCM-SC-IIIS-041/10 93 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 16(EXP) 1343 -143 765 0 0 0 MAX 1343/L16 -4111/L1 -1077/L12


1(HYD) 3 -3609 -12 0 0 0 2(OPE) -214 -3425 -1026 0 0 0 3(OPE) 154 -3396 1042 0 0 0 4(OPE) -493 -3425 -907 0 0 0 5(OPE) 515 -3396 888 0 0 0 6(OPE) -493 -3425 -907 0 0 0 7(OPE) 515 -3396 888 0 0 0 8(OPE) -1014 -3305 1512 0 0 0 9(SUS) 3 -3413 -11 0 0 0 10(EXP) -218 -12 -1015 0 0 0 11(EXP) 150 17 1054 0 0 0 12(EXP) -497 -13 -895 0 0 0 13(EXP) 512 17 899 0 0 0 14(EXP) -497 -13 -895 0 0 0 15(EXP) 512 17 899 0 0 0 16(EXP) -1017 107 1523 0 0 0 MAX -1017/L16 -3609/L1 1523/L16

6799 Rigid Y 1(HYD) -1166 -4247 513 0 0 0 2(OPE) -952 -4099 778 0 0 0 3(OPE) 979 -4256 -820 0 0 0 4(OPE) -1052 -4098 636 0 0 0 5(OPE) 1116 -4254 -618 0 0 0 6(OPE) -1052 -4097 636 0 0 0 7(OPE) 1116 -4254 -618 0 0 0 8(OPE) 1451 -5109 -494 0 0 0 9(SUS) -1157 -4212 509 0 0 0 10(EXP) 204 114 269 0 0 0 11(EXP) 2135 -44 -1329 0 0 0 12(EXP) 105 115 127 0 0 0 13(EXP) 2273 -41 -1128 0 0 0 14(EXP) 105 116 127 0 0 0 15(EXP) 2273 -42 -1128 0 0 0 16(EXP) 2608 -897 -1003 0 0 0 MAX 2608/L16 -5109/L8 -1329/L11


1(HYD) -2 -534 2 0 0 0 2(OPE) -203 -501 -77 0 0 0 3(OPE) 249 -524 64 0 0 0 4(OPE) 5 -501 -166 0 0 0


0462 GCM-SC-IIIS-041/10 94 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 5(OPE) -20 -525 180 0 0 0 6(OPE) 5 -501 -166 0 0 0 7(OPE) -20 -525 180 0 0 0 8(OPE) 1160 -602 -299 0 0 0 9(SUS) -2 -511 2 0 0 0 10(EXP) -202 10 -78 0 0 0 11(EXP) 251 -13 63 0 0 0 12(EXP) 7 10 -167 0 0 0 13(EXP) -18 -14 178 0 0 0 14(EXP) 7 10 -167 0 0 0 15(EXP) -18 -14 178 0 0 0 16(EXP) 1162 -91 -301 0 0 0 MAX 1162/L16 -602/L8 -301/L16


1(HYD) 6 -933 -0 0 0 0 2(OPE) -146 -899 -231 0 0 0 3(OPE) 157 -919 233 0 0 0 4(OPE) -188 -902 -214 0 0 0 5(OPE) 214 -916 207 0 0 0 6(OPE) -188 -902 -214 0 0 0 7(OPE) 214 -916 207 0 0 0 8(OPE) 505 -924 86 0 0 0 9(SUS) 6 -907 -1 0 0 0 10(EXP) -151 7 -231 0 0 0 11(EXP) 151 -12 233 0 0 0 12(EXP) -193 5 -213 0 0 0 13(EXP) 208 -9 208 0 0 0 14(EXP) -193 5 -213 0 0 0 15(EXP) 208 -9 208 0 0 0 16(EXP) 499 -18 86 0 0 0 MAX 505/L8 -933/L1 233/L11

6960 Rigid Y 1(HYD) -4 -5578 -296 0 0 0 2(OPE) 620 -5025 144 0 0 0 3(OPE) -844 -5722 -916 0 0 0 4(OPE) 591 -4987 260 0 0 0 5(OPE) -832 -5754 -959 0 0 0 6(OPE) 597 -5028 171 0 0 0 7(OPE) -836 -5722 -931 0 0 0 8(OPE) -1535 -6587 -1245 0 0 0 9(SUS) -0 -5312 -282 0 0 0 10(EXP) 620 287 426 0 0 0 11(EXP) -844 -411 -634 0 0 0 12(EXP) 591 324 542 0 0 0 13(EXP) -832 -442 -677 0 0 0


0462 GCM-SC-IIIS-041/10 95 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 14(EXP) 598 284 453 0 0 0 15(EXP) -836 -411 -649 0 0 0 16(EXP) -1535 -1275 -963 0 0 0 MAX -1535/L8 -6587/L8 -1245/L8


1(HYD) -360 -1204 -27 0 0 0 2(OPE) 350 -1390 304 0 0 0 3(OPE) -1108 -679 252 0 0 0 4(OPE) 436 -1485 298 0 0 0 5(OPE) -1128 -577 294 0 0 0 6(OPE) 351 -1388 303 0 0 0 7(OPE) -1108 -679 252 0 0 0 8(OPE) -6133 1152 2245 0 0 0 9(SUS) -353 -1091 -35 0 0 0 10(EXP) 703 -299 339 0 0 0 11(EXP) -755 412 287 0 0 0 12(EXP) 789 -394 333 0 0 0 13(EXP) -775 514 329 0 0 0 14(EXP) 704 -297 337 0 0 0 15(EXP) -755 412 287 0 0 0 16(EXP) -5780 2243 2280 0 0 0 MAX -6133/L8 2243/L16 2280/L16


1(HYD) 247 -9054 -450 0 0 0 2(OPE) 804 -8952 2577 0 0 0 3(OPE) -165 -8676 -2760 0 0 0 4(OPE) 628 -8451 2489 0 0 0 5(OPE) -6 -9265 -3020 0 0 0 6(OPE) 806 -8955 2577 0 0 0 7(OPE) -163 -8675 -2761 0 0 0 8(OPE) 2368 -10808 -4538 0 0 0 9(SUS) 242 -8853 -449 0 0 0 10(EXP) 562 -99 3026 0 0 0 11(EXP) -407 177 -2311 0 0 0 12(EXP) 386 402 2938 0 0 0 13(EXP) -249 -412 -2571 0 0 0 14(EXP) 564 -101 3026 0 0 0 15(EXP) -405 178 -2312 0 0 0 16(EXP) 2126 -1955 -4089 0 0 0 MAX 2368/L8 -10808/L8 -4538/L8


1(HYD) 50 -15284 -527 0 0 0PROYECTO No. CONTRATO No. HOJA NÚMERO DE DOCUMENTO REV.

0462 GCM-SC-IIIS-041/10 96 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 2(OPE) 853 -14301 -464 0 0 0 3(OPE) -1487 -15973 -2847 0 0 0 4(OPE) 1585 -14714 1616 0 0 0 5(OPE) -1860 -15350 -3723 0 0 0 6(OPE) 858 -14301 -444 0 0 0 7(OPE) -1482 -15973 -2830 0 0 0 8(OPE) -2809 -16154 -4070 0 0 0 9(SUS) 47 -15042 -522 0 0 0 10(EXP) 806 741 58 0 0 0 11(EXP) -1533 -930 -2324 0 0 0 12(EXP) 1539 328 2138 0 0 0 13(EXP) -1907 -308 -3200 0 0 0 14(EXP) 811 741 78 0 0 0 15(EXP) -1529 -931 -2307 0 0 0 16(EXP) -2856 -1112 -3547 0 0 0 MAX -2856/L16 -16154/L8 -4070/L8


1(HYD) -680 -16841 -117 0 0 0 2(OPE) -2684 -16542 -4250 0 0 0 3(OPE) 1664 -16922 4810 0 0 0 4(OPE) -2702 -16913 -4363 0 0 0 5(OPE) 1607 -16525 4704 0 0 0 6(OPE) -2684 -16542 -4250 0 0 0 7(OPE) 1664 -16922 4810 0 0 0 8(OPE) 2134 -16232 4384 0 0 0 9(SUS) -675 -16697 -118 0 0 0 10(EXP) -2010 155 -4131 0 0 0 11(EXP) 2338 -226 4928 0 0 0 12(EXP) -2027 -216 -4245 0 0 0 13(EXP) 2282 172 4823 0 0 0 14(EXP) -2009 155 -4132 0 0 0 15(EXP) 2339 -225 4928 0 0 0 16(EXP) 2808 465 4502 0 0 0 MAX 2808/L16 -16922/L3 4928/L11

7120 Rigid Y 1(HYD) 99 -5704 -95 0 0 0 2(OPE) 673 -4801 1274 0 0 0 3(OPE) -803 -6145 -1659 0 0 0 4(OPE) 674 -4800 1272 0 0 0 5(OPE) -768 -6130 -1671 0 0 0 6(OPE) 670 -4801 1275 0 0 0 7(OPE) -760 -6131 -1675 0 0 0 8(OPE) -1093 -7285 -1892 0 0 0 9(SUS) 103 -5403 -87 0 0 0 10(EXP) 570 602 1360 0 0 0


0462 GCM-SC-IIIS-041/10 97 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 11(EXP) -906 -742 -1572 0 0 0 12(EXP) 572 603 1359 0 0 0 13(EXP) -870 -728 -1584 0 0 0 14(EXP) 567 602 1362 0 0 0 15(EXP) -863 -729 -1588 0 0 0 16(EXP) -1196 -1882 -1805 0 0 0 MAX -1196/L16 -7285/L8 -1892/L8


1(HYD) -10 -3531 -49 0 0 0 2(OPE) 1708 -4240 653 0 0 0 3(OPE) -1682 -2225 -7 0 0 0 4(OPE) 1672 -4244 670 0 0 0 5(OPE) -1574 -2237 -57 0 0 0 6(OPE) 1703 -4238 655 0 0 0 7(OPE) -1613 -2245 -43 0 0 0 8(OPE) -7660 1176 2890 0 0 0 9(SUS) -5 -3346 -54 0 0 0 10(EXP) 1713 -894 707 0 0 0 11(EXP) -1677 1121 46 0 0 0 12(EXP) 1677 -898 724 0 0 0 13(EXP) -1569 1109 -4 0 0 0 14(EXP) 1708 -892 709 0 0 0 15(EXP) -1608 1101 10 0 0 0 16(EXP) -7655 4522 2943 0 0 0 MAX -7660/L8 4522/L16 2943/L16

7160 Rigid Y 1(HYD) -1 -4622 -65 0 0 0 2(OPE) 452 -4183 1171 0 0 0 3(OPE) -512 -4642 -1295 0 0 0 4(OPE) 446 -4175 1170 0 0 0 5(OPE) -516 -4633 -1291 0 0 0 6(OPE) 453 -4183 1170 0 0 0 7(OPE) -521 -4623 -1286 0 0 0 8(OPE) -509 -5926 -1703 0 0 0 9(SUS) -5 -4389 -65 0 0 0 10(EXP) 457 206 1235 0 0 0 11(EXP) -507 -253 -1230 0 0 0 12(EXP) 452 214 1235 0 0 0 13(EXP) -511 -244 -1226 0 0 0 14(EXP) 458 205 1235 0 0 0 15(EXP) -515 -234 -1221 0 0 0 16(EXP) -504 -1537 -1639 0 0 0 MAX -521/L7 -5926/L8 -1703/L8

7170 Rigid X; PROYECTO No. CONTRATO No. HOJA NÚMERO DE DOCUMENTO REV.

0462 GCM-SC-IIIS-041/10 98 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. Rigid Y

1(HYD) -17 -3561 7 0 0 0 2(OPE) -570 -3358 243 0 0 0 3(OPE) 699 -3327 -299 0 0 0 4(OPE) -529 -3381 226 0 0 0 5(OPE) 638 -3313 -273 0 0 0 6(OPE) -569 -3357 243 0 0 0 7(OPE) 684 -3334 -292 0 0 0 8(OPE) 1762 -2777 -753 0 0 0 9(SUS) -16 -3343 7 0 0 0 10(EXP) -554 -15 237 0 0 0 11(EXP) 715 16 -306 0 0 0 12(EXP) -513 -39 219 0 0 0 13(EXP) 654 30 -280 0 0 0 14(EXP) -553 -15 236 0 0 0 15(EXP) 700 9 -299 0 0 0 16(EXP) 1778 566 -760 0 0 0 MAX 1778/L16 -3561/L1 -760/L16

7180 Rigid Y 1(HYD) 114 -5567 -165 0 0 0 2(OPE) -605 -5517 1540 0 0 0 3(OPE) 466 -5174 -1481 0 0 0 4(OPE) -698 -5528 1504 0 0 0 5(OPE) 558 -5094 -1423 0 0 0 6(OPE) -608 -5517 1540 0 0 0 7(OPE) 479 -5166 -1474 0 0 0 8(OPE) 1484 -5645 816 0 0 0 9(SUS) 114 -5372 -166 0 0 0 10(EXP) -720 -145 1707 0 0 0 11(EXP) 352 198 -1314 0 0 0 12(EXP) -813 -156 1671 0 0 0 13(EXP) 444 278 -1256 0 0 0 14(EXP) -722 -145 1706 0 0 0 15(EXP) 365 207 -1307 0 0 0 16(EXP) 1370 -273 982 0 0 0 MAX 1484/L8 -5645/L8 1707/L10


1(HYD) -181 -20597 -184 0 0 0 2(OPE) 1810 -19510 -148 0 0 0 3(OPE) -2175 -21065 -1264 0 0 0 4(OPE) 820 -20630 -3325 0 0 0 5(OPE) -720 -19547 3447 0 0 0 6(OPE) 1809 -19509 -154 0 0 0 7(OPE) -2171 -21073 -1188 0 0 0 8(OPE) -207 -18729 6199 0 0 0


0462 GCM-SC-IIIS-041/10 99 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 9(SUS) -184 -20195 -183 0 0 0 10(EXP) 1993 686 36 0 0 0 11(EXP) -1991 -870 -1080 0 0 0 12(EXP) 1004 -435 -3141 0 0 0 13(EXP) -537 648 3630 0 0 0 14(EXP) 1993 686 30 0 0 0 15(EXP) -1987 -877 -1004 0 0 0 16(EXP) -24 1467 6382 0 0 0 MAX -2175/L3 -21073/L7 6382/L16


1(HYD) -280 -17523 76 0 0 0 2(OPE) -2454 -17088 -4526 0 0 0 3(OPE) 1932 -17461 4871 0 0 0 4(OPE) -2480 -16906 -4456 0 0 0 5(OPE) 2035 -17775 4929 0 0 0 6(OPE) -2454 -17088 -4526 0 0 0 7(OPE) 1935 -17457 4868 0 0 0 8(OPE) 2602 -18315 4863 0 0 0 9(SUS) -279 -17246 71 0 0 0 10(EXP) -2175 159 -4597 0 0 0 11(EXP) 2211 -215 4800 0 0 0 12(EXP) -2201 340 -4527 0 0 0 13(EXP) 2314 -529 4858 0 0 0 14(EXP) -2175 158 -4597 0 0 0 15(EXP) 2214 -211 4797 0 0 0 16(EXP) 2881 -1068 4792 0 0 0 MAX 2881/L16 -18315/L8 4929/L5

7300 Rigid Y 1(HYD) -341 -12293 3672 0 0 0 2(OPE) 714 -12043 754 0 0 0 3(OPE) -719 -11757 3453 0 0 0 4(OPE) 458 -11517 1333 0 0 0 5(OPE) -664 -12345 3643 0 0 0 6(OPE) 710 -12043 754 0 0 0 7(OPE) -717 -11765 3456 0 0 0 8(OPE) -2715 -14416 3367 0 0 0 9(SUS) -311 -11783 3521 0 0 0 10(EXP) 1024 -260 -2768 0 0 0 11(EXP) -409 25 -68 0 0 0 12(EXP) 768 265 -2188 0 0 0 13(EXP) -354 -562 122 0 0 0 14(EXP) 1020 -260 -2767 0 0 0 15(EXP) -406 18 -65 0 0 0 16(EXP) -2404 -2633 -155 0 0 0 MAX -2715/L8 -14416/L8 3672/L1


0462 GCM-SC-IIIS-041/10 100 DE 148 K-300 C



1(HYD) 118 -21798 -648 0 0 0 2(OPE) 2362 -20726 1893 0 0 0 3(OPE) -3042 -22145 -3099 0 0 0 4(OPE) 3679 -20402 5084 0 0 0 5(OPE) -3947 -22495 -5652 0 0 0 6(OPE) 2363 -20726 1895 0 0 0 7(OPE) -3042 -22141 -3073 0 0 0 8(OPE) -14210 -24797 -2017 0 0 0 9(SUS) 129 -21412 -640 0 0 0 10(EXP) 2233 686 2533 0 0 0 11(EXP) -3171 -732 -2459 0 0 0 12(EXP) 3550 1010 5724 0 0 0 13(EXP) -4076 -1083 -5012 0 0 0 14(EXP) 2234 686 2535 0 0 0 15(EXP) -3171 -729 -2433 0 0 0 16(EXP) -14339 -3385 -1377 0 0 0 MAX -14339/L16 -24797/L8 5724/L12


1(HYD) -34 -12633 -484 0 0 0 2(OPE) -1578 -12215 -3311 0 0 0 3(OPE) 2139 -12761 3249 0 0 0 4(OPE) -1342 -13173 -2632 0 0 0 5(OPE) 1363 -11607 1394 0 0 0 6(OPE) -1578 -12215 -3311 0 0 0 7(OPE) 2141 -12761 3248 0 0 0 8(OPE) 2151 -9782 -4111 0 0 0 9(SUS) -38 -12455 -473 0 0 0 10(EXP) -1540 239 -2838 0 0 0 11(EXP) 2177 -307 3722 0 0 0 12(EXP) -1303 -719 -2159 0 0 0 13(EXP) 1401 848 1866 0 0 0 14(EXP) -1540 240 -2838 0 0 0 15(EXP) 2179 -306 3721 0 0 0 16(EXP) 2190 2672 -3638 0 0 0 MAX 2190/L16 -13173/L4 -4111/L8


1(HYD) -1012 -16240 173 0 0 0 2(OPE) -1019 -16208 85 0 0 0 3(OPE) -1024 -15205 297 0 0 0 4(OPE) 1481 -17029 4923 0 0 0 5(OPE) -2997 -14236 -3364 0 0 0


0462 GCM-SC-IIIS-041/10 101 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 6(OPE) -1019 -16208 85 0 0 0 7(OPE) -1025 -15205 298 0 0 0 8(OPE) -3854 -9028 -1298 0 0 0 9(SUS) -992 -15791 175 0 0 0 10(EXP) -27 -417 -90 0 0 0 11(EXP) -31 586 122 0 0 0 12(EXP) 2473 -1238 4748 0 0 0 13(EXP) -2005 1555 -3539 0 0 0 14(EXP) -27 -417 -90 0 0 0 15(EXP) -32 586 123 0 0 0 16(EXP) -2862 6763 -1473 0 0 0 MAX -3854/L8 -17029/L4 4923/L4


1(HYD) 431 -12690 -404 0 0 0 2(OPE) 219 -12842 -469 0 0 0 3(OPE) 776 -11209 -348 0 0 0 4(OPE) -1211 -12412 4567 0 0 0 5(OPE) 2129 -11860 -4779 0 0 0 6(OPE) 219 -12841 -469 0 0 0 7(OPE) 778 -11208 -349 0 0 0 8(OPE) 7111 -11692 -6853 0 0 0 9(SUS) 427 -12126 -391 0 0 0 10(EXP) -209 -716 -78 0 0 0 11(EXP) 349 917 43 0 0 0 12(EXP) -1638 -285 4958 0 0 0 13(EXP) 1702 266 -4388 0 0 0 14(EXP) -208 -715 -78 0 0 0 15(EXP) 350 918 42 0 0 0 16(EXP) 6684 434 -6462 0 0 0 MAX 7111/L8 -12842/L2 -6853/L8


1(HYD) -206 -7303 358 0 0 0 2(OPE) -93 -6591 56 0 0 0 3(OPE) -387 -7274 733 0 0 0 4(OPE) 4315 -5953 98 0 0 0 5(OPE) -5098 -7985 -426 0 0 0 6(OPE) -93 -6592 56 0 0 0 7(OPE) -387 -7274 734 0 0 0 8(OPE) -11902 -10411 1690 0 0 0 9(SUS) -203 -6897 354 0 0 0 10(EXP) 110 305 -298 0 0 0 11(EXP) -184 -377 379 0 0 0 12(EXP) 4518 944 -256 0 0 0 13(EXP) -4895 -1089 -781 0 0 0


0462 GCM-SC-IIIS-041/10 102 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 14(EXP) 110 305 -298 0 0 0 15(EXP) -184 -377 379 0 0 0 16(EXP) -11699 -3515 1335 0 0 0 MAX -11902/L8 -10411/L8 1690/L8


1(HYD) 320 -6127 140 0 0 0 2(OPE) 159 -5770 -53 0 0 0 3(OPE) 518 -5857 356 0 0 0 4(OPE) -1870 -6148 -1206 0 0 0 5(OPE) 2690 -5366 601 0 0 0 6(OPE) 159 -5770 -52 0 0 0 7(OPE) 519 -5858 357 0 0 0 8(OPE) 10408 -4288 -3049 0 0 0 9(SUS) 317 -5806 139 0 0 0 10(EXP) -158 36 -192 0 0 0 11(EXP) 201 -51 217 0 0 0 12(EXP) -2187 -342 -1346 0 0 0 13(EXP) 2373 440 462 0 0 0 14(EXP) -158 36 -192 0 0 0 15(EXP) 202 -51 217 0 0 0 16(EXP) 10091 1519 -3188 0 0 0 MAX 10408/L8 -6148/L4 -3188/L16


1(HYD) -141 -15380 672 0 0 0 2(OPE) -94 -15207 411 0 0 0 3(OPE) -141 -14724 895 0 0 0 4(OPE) 1897 -15687 4307 0 0 0 5(OPE) -2489 -14239 -3582 0 0 0 6(OPE) -94 -15206 411 0 0 0 7(OPE) -141 -14725 896 0 0 0 8(OPE) -3363 -12035 -2489 0 0 0 9(SUS) -137 -14954 665 0 0 0 10(EXP) 43 -254 -255 0 0 0 11(EXP) -3 229 229 0 0 0 12(EXP) 2035 -733 3642 0 0 0 13(EXP) -2352 714 -4247 0 0 0 14(EXP) 43 -252 -254 0 0 0 15(EXP) -4 229 231 0 0 0 16(EXP) -3226 2919 -3154 0 0 0 MAX -3363/L8 -15687/L4 4307/L4


1(HYD) 556 -11674 302 0 0 0PROYECTO No. CONTRATO No. HOJA NÚMERO DE DOCUMENTO REV.

0462 GCM-SC-IIIS-041/10 103 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 2(OPE) 284 -11916 107 0 0 0 3(OPE) 823 -10204 511 0 0 0 4(OPE) -2597 -11166 -2533 0 0 0 5(OPE) 3671 -11183 2079 0 0 0 6(OPE) 284 -11916 107 0 0 0 7(OPE) 824 -10204 512 0 0 0 8(OPE) 9723 -11243 -487 0 0 0 9(SUS) 553 -11179 299 0 0 0 10(EXP) -269 -736 -192 0 0 0 11(EXP) 270 975 212 0 0 0 12(EXP) -3151 14 -2832 0 0 0 13(EXP) 3118 -4 1780 0 0 0 14(EXP) -269 -737 -192 0 0 0 15(EXP) 271 975 213 0 0 0 16(EXP) 9170 -63 -786 0 0 0 MAX 9723/L8 -11916/L6 -2832/L12


1(HYD) -175 -17311 545 0 0 0 2(OPE) -516 -17307 344 0 0 0 3(OPE) 237 -15700 750 0 0 0 4(OPE) -13632 -15474 777 0 0 0 5(OPE) 12664 -18192 523 0 0 0 6(OPE) -516 -17307 344 0 0 0 7(OPE) 236 -15696 751 0 0 0 8(OPE) 6727 -19406 3456 0 0 0 9(SUS) -173 -16589 542 0 0 0 10(EXP) -342 -718 -198 0 0 0 11(EXP) 410 889 208 0 0 0 12(EXP) -13458 1115 236 0 0 0 13(EXP) 12837 -1603 -19 0 0 0 14(EXP) -342 -718 -198 0 0 0 15(EXP) 409 892 210 0 0 0 16(EXP) 6901 -2817 2914 0 0 0 MAX -13632/L4 -19406/L8 3456/L8


1(HYD) 411 -20709 178 0 0 0 2(OPE) 477 -20182 -301 0 0 0 3(OPE) 303 -19883 746 0 0 0 4(OPE) -2069 -20553 -5821 0 0 0 5(OPE) 2618 -19283 5172 0 0 0 6(OPE) 477 -20182 -301 0 0 0 7(OPE) 302 -19885 748 0 0 0 8(OPE) 1963 -18769 5284 0 0 0 9(SUS) 407 -20059 179 0 0 0


0462 GCM-SC-IIIS-041/10 104 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 10(EXP) 70 -124 -480 0 0 0 11(EXP) -104 176 567 0 0 0 12(EXP) -2476 -494 -6000 0 0 0 13(EXP) 2211 776 4993 0 0 0 14(EXP) 70 -123 -480 0 0 0 15(EXP) -105 173 569 0 0 0 16(EXP) 1556 1290 5105 0 0 0 MAX 2618/L5 -20709/L1 -6000/L12


1(HYD) 111 -8959 -23 0 0 0 2(OPE) 201 -8071 -85 0 0 0 3(OPE) 1 -8646 52 0 0 0 4(OPE) 1184 -8214 -3499 0 0 0 5(OPE) -776 -8392 4590 0 0 0 6(OPE) 201 -8071 -85 0 0 0 7(OPE) 1 -8649 52 0 0 0 8(OPE) 7681 -8875 24748 0 0 0 9(SUS) 109 -8336 -23 0 0 0 10(EXP) 92 266 -62 0 0 0 11(EXP) -107 -310 75 0 0 0 12(EXP) 1075 123 -3477 0 0 0 13(EXP) -885 -56 4612 0 0 0 14(EXP) 92 266 -62 0 0 0 15(EXP) -107 -313 75 0 0 0 16(EXP) 7572 -539 24771 0 0 0 MAX 7681/L8 -8959/L1 24771/L16

8510 Rigid Y 1(HYD) 68 -14582 -75 0 0 0 2(OPE) 132 -13847 -95 0 0 0 3(OPE) -11 -13781 -45 0 0 0 4(OPE) 3845 -13915 -1626 0 0 0 5(OPE) -3724 -13725 1756 0 0 0 6(OPE) 132 -13847 -95 0 0 0 7(OPE) -11 -13781 -45 0 0 0 8(OPE) -3392 -13410 2162 0 0 0 9(SUS) 66 -13817 -72 0 0 0 10(EXP) 66 -30 -23 0 0 0 11(EXP) -77 36 27 0 0 0 12(EXP) 3778 -98 -1555 0 0 0 13(EXP) -3790 92 1828 0 0 0 14(EXP) 66 -30 -23 0 0 0 15(EXP) -77 36 27 0 0 0 16(EXP) -3459 407 2234 0 0 0 MAX 3845/L4 -14582/L1 2234/L16


0462 GCM-SC-IIIS-041/10 105 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 8520 Rigid Z;

Rigid Y 1(HYD) 146 -14002 99 0 0 0 2(OPE) 183 -13241 74 0 0 0 3(OPE) 90 -13259 117 0 0 0 4(OPE) 3611 -12913 -1408 0 0 0 5(OPE) -4048 -13587 901 0 0 0 6(OPE) 183 -13241 74 0 0 0 7(OPE) 90 -13259 117 0 0 0 8(OPE) -7739 -14630 -6941 0 0 0 9(SUS) 140 -13250 94 0 0 0 10(EXP) 43 8 -20 0 0 0 11(EXP) -50 -10 23 0 0 0 12(EXP) 3471 336 -1501 0 0 0 13(EXP) -4188 -338 808 0 0 0 14(EXP) 43 8 -20 0 0 0 15(EXP) -50 -10 23 0 0 0 16(EXP) -7879 -1380 -7034 0 0 0 MAX -7879/L16 -14630/L8 -7034/L16

8530 Rigid Y 1(HYD) -34 -12595 -397 0 0 0 2(OPE) 3 -11927 -390 0 0 0 3(OPE) -72 -11920 -360 0 0 0 4(OPE) 3777 -13221 1210 0 0 0 5(OPE) -2879 -10657 -1390 0 0 0 6(OPE) 3 -11927 -390 0 0 0 7(OPE) -72 -11920 -360 0 0 0 8(OPE) -1877 -7106 -1010 0 0 0 9(SUS) -32 -11923 -376 0 0 0 10(EXP) 34 -3 -14 0 0 0 11(EXP) -40 4 17 0 0 0 12(EXP) 3809 -1298 1586 0 0 0 13(EXP) -2848 1266 -1014 0 0 0 14(EXP) 34 -3 -14 0 0 0 15(EXP) -40 4 17 0 0 0 16(EXP) -1846 4818 -634 0 0 0 MAX 3809/L12 -13221/L4 1586/L12

8550 Rigid Y 1(HYD) -180 -13938 202 0 0 0 2(OPE) -168 -13191 190 0 0 0 3(OPE) -173 -13195 192 0 0 0 4(OPE) 2865 -12311 2331 0 0 0 5(OPE) -3207 -14068 -2743 0 0 0 6(OPE) -168 -13191 190 0 0 0 7(OPE) -173 -13195 192 0 0 0 8(OPE) -3931 -16749 -3129 0 0 0


0462 GCM-SC-IIIS-041/10 106 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 9(SUS) -170 -13193 191 0 0 0 10(EXP) 2 2 -1 0 0 0 11(EXP) -2 -2 1 0 0 0 12(EXP) 3035 882 2140 0 0 0 13(EXP) -3037 -875 -2934 0 0 0 14(EXP) 2 2 -1 0 0 0 15(EXP) -2 -2 1 0 0 0 16(EXP) -3761 -3556 -3320 0 0 0 MAX -3931/L8 -16749/L8 -3320/L16

8560 Rigid GUI; Rigid Y

1(HYD) 23 -13961 53 0 0 0 2(OPE) 22 -13215 50 0 0 0 3(OPE) 23 -13215 50 0 0 0 4(OPE) 2579 -13024 3058 0 0 0 5(OPE) -3184 -13372 -2858 0 0 0 6(OPE) 22 -13215 50 0 0 0 7(OPE) 23 -13215 50 0 0 0 8(OPE) -9157 -13436 261 0 0 0 9(SUS) 22 -13215 50 0 0 0 10(EXP) -0 -0 0 0 0 0 11(EXP) 1 0 -0 0 0 0 12(EXP) 2557 191 3009 0 0 0 13(EXP) -3206 -157 -2908 0 0 0 14(EXP) -0 -0 0 0 0 0 15(EXP) 1 0 -0 0 0 0 16(EXP) -9180 -221 211 0 0 0 MAX -9180/L16 -13961/L1 3058/L4

8570 Rigid Y 1(HYD) 18 -13934 30 0 0 0 2(OPE) 17 -13189 28 0 0 0 3(OPE) 17 -13189 29 0 0 0 4(OPE) 1298 -13239 3754 0 0 0 5(OPE) -1521 -13148 -3639 0 0 0 6(OPE) 17 -13189 28 0 0 0 7(OPE) 17 -13189 29 0 0 0 8(OPE) -1342 -13131 -3704 0 0 0 9(SUS) 17 -13189 28 0 0 0 10(EXP) 0 0 -0 0 0 0 11(EXP) -0 -0 0 0 0 0 12(EXP) 1281 -50 3725 0 0 0 13(EXP) -1538 41 -3668 0 0 0 14(EXP) 0 0 -0 0 0 0 15(EXP) -0 -0 0 0 0 0 16(EXP) -1359 58 -3732 0 0 0 MAX -1538/L13 -13934/L1 3754/L4


0462 GCM-SC-IIIS-041/10 107 DE 148 K-300 C



1(HYD) 9 -13941 19 0 0 0 2(OPE) 9 -13196 18 0 0 0 3(OPE) 9 -13196 18 0 0 0 4(OPE) 1579 -13183 3638 0 0 0 5(OPE) -1651 -13207 -3608 0 0 0 6(OPE) 9 -13196 18 0 0 0 7(OPE) 9 -13196 18 0 0 0 8(OPE) 88 -13211 -4524 0 0 0 9(SUS) 9 -13196 18 0 0 0 10(EXP) -0 -0 0 0 0 0 11(EXP) 0 0 -0 0 0 0 12(EXP) 1570 13 3620 0 0 0 13(EXP) -1660 -11 -3626 0 0 0 14(EXP) -0 -0 0 0 0 0 15(EXP) 0 0 -0 0 0 0 16(EXP) 79 -15 -4542 0 0 0 MAX -1660/L13 -13941/L1 -4542/L16

8590 Rigid Y 1(HYD) 6 -13939 11 0 0 0 2(OPE) 6 -13194 11 0 0 0 3(OPE) 6 -13194 11 0 0 0 4(OPE) 2073 -13197 3373 0 0 0 5(OPE) -1904 -13191 -3469 0 0 0 6(OPE) 6 -13194 11 0 0 0 7(OPE) 6 -13194 11 0 0 0 8(OPE) -2013 -13190 -3407 0 0 0 9(SUS) 6 -13194 11 0 0 0 10(EXP) 0 0 -0 0 0 0 11(EXP) -0 -0 0 0 0 0 12(EXP) 2068 -3 3362 0 0 0 13(EXP) -1910 3 -3480 0 0 0 14(EXP) 0 0 -0 0 0 0 15(EXP) -0 -0 0 0 0 0 16(EXP) -2019 4 -3417 0 0 0 MAX 2073/L4 -13939/L1 -3480/L13


1(HYD) 4 -13939 7 0 0 0 2(OPE) 3 -13194 6 0 0 0 3(OPE) 3 -13194 6 0 0 0 4(OPE) 1910 -13194 3468 0 0 0 5(OPE) -1864 -13195 -3492 0 0 0 6(OPE) 3 -13194 6 0 0 0


0462 GCM-SC-IIIS-041/10 108 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 7(OPE) 3 -13194 6 0 0 0 8(OPE) -2306 -13196 -3260 0 0 0 9(SUS) 3 -13194 6 0 0 0 10(EXP) -0 0 -0 0 0 0 11(EXP) 0 0 0 0 0 0 12(EXP) 1906 1 3461 0 0 0 13(EXP) -1868 -1 -3499 0 0 0 14(EXP) -0 0 -0 0 0 0 15(EXP) 0 0 0 0 0 0 16(EXP) -2310 -1 -3266 0 0 0 MAX -2310/L16 -13939/L1 -3499/L13

8610 Rigid Y 1(HYD) 2 -13939 4 0 0 0 2(OPE) 2 -13194 4 0 0 0 3(OPE) 2 -13194 4 0 0 0 4(OPE) 1668 -13195 3590 0 0 0 5(OPE) -1830 -13194 -3510 0 0 0 6(OPE) 2 -13194 4 0 0 0 7(OPE) 2 -13194 4 0 0 0 8(OPE) -1783 -13194 -3534 0 0 0 9(SUS) 2 -13194 4 0 0 0 10(EXP) -0 0 -0 0 0 0 11(EXP) 0 0 0 0 0 0 12(EXP) 1666 -0 3586 0 0 0 13(EXP) -1832 0 -3514 0 0 0 14(EXP) -0 0 -0 0 0 0 15(EXP) 0 0 0 0 0 0 16(EXP) -1785 0 -3538 0 0 0 MAX -1832/L13 -13939/L1 3590/L4


1(HYD) 1 -13940 3 0 0 0 2(OPE) 1 -13195 2 0 0 0 3(OPE) 1 -13195 2 0 0 0 4(OPE) 530 -13195 1035 0 0 0 5(OPE) -1845 -13195 -3502 0 0 0 6(OPE) 1 -13195 2 0 0 0 7(OPE) 1 -13195 2 0 0 0 8(OPE) 1489 -13195 2328 0 0 0 9(SUS) 1 -13195 2 0 0 0 10(EXP) -0 0 -0 0 0 0 11(EXP) 0 0 0 0 0 0 12(EXP) 529 0 1032 0 0 0 13(EXP) -1846 -0 -3505 0 0 0 14(EXP) -0 0 -0 0 0 0 15(EXP) 0 0 0 0 0 0


0462 GCM-SC-IIIS-041/10 109 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 16(EXP) 1487 -0 2325 0 0 0 MAX -1846/L13 -13940/L1 -3505/L13

8630 Rigid Y 1(HYD) 1 -13939 2 0 0 0 2(OPE) 1 -13194 1 0 0 0 3(OPE) 1 -13194 1 0 0 0 4(OPE) -1794 -13194 -3528 0 0 0 5(OPE) 1858 -13194 3495 0 0 0 6(OPE) 1 -13194 1 0 0 0 7(OPE) 1 -13194 1 0 0 0 8(OPE) 1991 -13194 3421 0 0 0 9(SUS) 1 -13194 1 0 0 0 10(EXP) -0 0 -0 0 0 0 11(EXP) 0 0 0 0 0 0 12(EXP) -1795 -0 -3530 0 0 0 13(EXP) 1857 0 3494 0 0 0 14(EXP) -0 0 -0 0 0 0 15(EXP) 0 0 0 0 0 0 16(EXP) 1991 -0 3419 0 0 0 MAX 1991/L8 -13939/L1 -3530/L12


1(HYD) 0 -13943 1 0 0 0 2(OPE) 0 -13197 1 0 0 0 3(OPE) 0 -13197 1 0 0 0 4(OPE) -1809 -13197 -3522 0 0 0 5(OPE) 1804 -13197 3524 0 0 0 6(OPE) 0 -13197 1 0 0 0 7(OPE) 0 -13197 1 0 0 0 8(OPE) 1307 -13197 3786 0 0 0 9(SUS) 0 -13197 1 0 0 0 10(EXP) -0 0 -0 0 0 0 11(EXP) 0 0 0 0 0 0 12(EXP) -1810 -0 -3523 0 0 0 13(EXP) 1804 0 3524 0 0 0 14(EXP) -0 0 -0 0 0 0 15(EXP) 0 0 0 0 0 0 16(EXP) 1307 0 3785 0 0 0 MAX -1810/L12 -13943/L1 3786/L8

8650 Rigid Y 1(HYD) 0 -13927 1 0 0 0 2(OPE) 0 -13183 1 0 0 0 3(OPE) 0 -13183 1 0 0 0 4(OPE) -1769 -13183 -3537 0 0 0 5(OPE) 1743 -13183 3550 0 0 0


0462 GCM-SC-IIIS-041/10 110 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 6(OPE) 0 -13183 1 0 0 0 7(OPE) 0 -13183 1 0 0 0 8(OPE) 1619 -13183 3608 0 0 0 9(SUS) 0 -13183 1 0 0 0 10(EXP) -0 0 -0 0 0 0 11(EXP) 0 0 0 0 0 0 12(EXP) -1769 0 -3538 0 0 0 13(EXP) 1743 -0 3549 0 0 0 14(EXP) -0 0 -0 0 0 0 15(EXP) 0 0 0 0 0 0 16(EXP) 1619 -0 3608 0 0 0 MAX -1769/L12 -13927/L1 3608/L8


1(HYD) 0 -13986 0 0 0 0 2(OPE) 0 -13239 0 0 0 0 3(OPE) 0 -13239 0 0 0 0 4(OPE) -1925 -13239 -3475 0 0 0 5(OPE) 1945 -13238 3464 0 0 0 6(OPE) 0 -13239 0 0 0 0 7(OPE) 0 -13239 0 0 0 0 8(OPE) 3825 -13237 2476 0 0 0 9(SUS) 0 -13239 0 0 0 0 10(EXP) -0 -0 -0 0 0 0 11(EXP) 0 0 0 0 0 0 12(EXP) -1925 -0 -3475 0 0 0 13(EXP) 1945 1 3464 0 0 0 14(EXP) -0 -0 -0 0 0 0 15(EXP) 0 0 0 0 0 0 16(EXP) 3824 2 2475 0 0 0 MAX 3825/L8 -13986/L1 -3475/L12

8670 Rigid Y 1(HYD) 0 -13761 0 0 0 0 2(OPE) 0 -13025 0 0 0 0 3(OPE) 0 -13025 0 0 0 0 4(OPE) -2062 -13024 -3318 0 0 0 5(OPE) 2090 -13027 3303 0 0 0 6(OPE) 0 -13025 0 0 0 0 7(OPE) 0 -13025 0 0 0 0 8(OPE) 2288 -13031 3170 0 0 0 9(SUS) 0 -13025 0 0 0 0 10(EXP) -0 0 -0 0 0 0 11(EXP) 0 -0 0 0 0 0 12(EXP) -2062 2 -3319 0 0 0 13(EXP) 2090 -2 3302 0 0 0 14(EXP) -0 0 -0 0 0 0


0462 GCM-SC-IIIS-041/10 111 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 15(EXP) 0 -0 0 0 0 0 16(EXP) 2288 -6 3170 0 0 0 MAX 2288/L8 -13761/L1 -3319/L12


1(HYD) 0 -14620 0 0 0 0 2(OPE) 0 -13839 0 0 0 0 3(OPE) 0 -13839 0 0 0 0 4(OPE) -1195 -13845 -4065 0 0 0 5(OPE) 1040 -13831 4141 0 0 0 6(OPE) 0 -13839 0 0 0 0 7(OPE) 0 -13839 0 0 0 0 8(OPE) -3654 -13815 6604 0 0 0 9(SUS) 0 -13839 0 0 0 0 10(EXP) -0 -0 -0 0 0 0 11(EXP) 0 0 0 0 0 0 12(EXP) -1195 -7 -4065 0 0 0 13(EXP) 1040 7 4141 0 0 0 14(EXP) -0 -0 -0 0 0 0 15(EXP) 0 0 0 0 0 0 16(EXP) -3654 24 6604 0 0 0 MAX -3654/L16 -14620/L1 6604/L8

8690 Rigid Y 1(HYD) 0 -11278 0 0 0 0 2(OPE) 0 -10676 0 0 0 0 3(OPE) 0 -10676 0 0 0 0 4(OPE) -350 -10662 -3179 0 0 0 5(OPE) 284 -10704 3199 0 0 0 6(OPE) 0 -10676 0 0 0 0 7(OPE) 0 -10676 0 0 0 0 8(OPE) 229 -10713 3206 0 0 0 9(SUS) 0 -10676 0 0 0 0 10(EXP) -0 0 -0 0 0 0 11(EXP) 0 -0 0 0 0 0 12(EXP) -351 15 -3179 0 0 0 13(EXP) 283 -28 3198 0 0 0 14(EXP) -0 0 -0 0 0 0 15(EXP) 0 -0 0 0 0 0 16(EXP) 228 -37 3206 0 0 0 MAX -351/L12 -11278/L1 3206/L8

8710 Rigid Y 1(HYD) 4 -8909 -2 0 0 0 2(OPE) 3 -8431 -2 0 0 0 3(OPE) 3 -8432 -2 0 0 0 4(OPE) -132 -8423 -2523 0 0 0


0462 GCM-SC-IIIS-041/10 112 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 5(OPE) 58 -8425 2527 0 0 0 6(OPE) 3 -8431 -2 0 0 0 7(OPE) 3 -8432 -2 0 0 0 8(OPE) 26 -8484 2545 0 0 0 9(SUS) 3 -8432 -2 0 0 0 10(EXP) -0 0 -0 0 0 0 11(EXP) 0 -0 0 0 0 0 12(EXP) -136 8 -2521 0 0 0 13(EXP) 54 6 2529 0 0 0 14(EXP) -0 0 -0 0 0 0 15(EXP) 0 -0 0 0 0 0 16(EXP) 22 -53 2548 0 0 0 MAX -136/L12 -8909/L1 2548/L16

8720 Rigid Y 1(HYD) 5 -15322 -2 0 0 0 2(OPE) 5 -14503 -2 0 0 0 3(OPE) 5 -14503 -2 0 0 0 4(OPE) 2442 -14525 -3609 0 0 0 5(OPE) -2216 -14485 3738 0 0 0 6(OPE) 5 -14503 -2 0 0 0 7(OPE) 5 -14503 -2 0 0 0 8(OPE) -967 -14416 4215 0 0 0 9(SUS) 5 -14503 -2 0 0 0 10(EXP) 0 -0 0 0 0 0 11(EXP) -0 0 -0 0 0 0 12(EXP) 2437 -22 -3607 0 0 0 13(EXP) -2221 18 3740 0 0 0 14(EXP) 0 -0 0 0 0 0 15(EXP) -0 0 -0 0 0 0 16(EXP) -972 87 4217 0 0 0

MAX 2442/L4 -15322/L1 4217/L16


1(HYD) 6 -13593 -6 0 0 0 2(OPE) 6 -12866 -6 0 0 0 3(OPE) 6 -12866 -6 0 0 0 4(OPE) 3807 -12863 -1051 0 0 0 5(OPE) -3761 -12865 1140 0 0 0 6(OPE) 6 -12866 -6 0 0 0 7(OPE) 6 -12866 -6 0 0 0 8(OPE) -1235 -12876 5950 0 0 0 9(SUS) 6 -12866 -6 0 0 0 10(EXP) 0 0 -0 0 0 0 11(EXP) -0 -0 0 0 0 0 12(EXP) 3802 3 -1045 0 0 0 13(EXP) -3767 1 1146 0 0 0


0462 GCM-SC-IIIS-041/10 113 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 14(EXP) 0 0 -0 0 0 0 15(EXP) -0 -0 0 0 0 0 16(EXP) -1241 -10 5956 0 0 0

MAX 3807/L4 -13593/L1 5956/L16

8740 Rigid Y 1(HYD) 16 -13968 3 0 0 0 2(OPE) 16 -13223 4 0 0 0 3(OPE) 16 -13223 4 0 0 0 4(OPE) 1389 -13213 -995 0 0 0 5(OPE) -3432 -13245 2002 0 0 0 6(OPE) 16 -13223 4 0 0 0 7(OPE) 16 -13223 4 0 0 0 8(OPE) -3747 -13271 1347 0 0 0 9(SUS) 16 -13223 4 0 0 0 10(EXP) 0 -0 -0 0 0 0 11(EXP) -0 0 0 0 0 0 12(EXP) 1373 9 -999 0 0 0 13(EXP) -3448 -22 1999 0 0 0 14(EXP) 0 -0 -0 0 0 0 15(EXP) -0 0 0 0 0 0 16(EXP) -3762 -48 1343 0 0 0

MAX -3762/L16 -13968/L1 2002/L5


1(HYD) -1 -14167 -46 0 0 0 2(OPE) -2 -13408 -46 0 0 0 3(OPE) -2 -13408 -46 0 0 0 4(OPE) -5956 -13449 3123 0 0 0 5(OPE) 5839 -13317 -3203 0 0 0 6(OPE) -2 -13408 -46 0 0 0 7(OPE) -2 -13408 -46 0 0 0 8(OPE) 3550 -13202 -7432 0 0 0 9(SUS) -2 -13408 -46 0 0 0 10(EXP) 0 0 -0 0 0 0 11(EXP) -0 -0 -0 0 0 0 12(EXP) -5953 -42 3169 0 0 0 13(EXP) 5841 90 -3156 0 0 0 14(EXP) 0 0 -0 0 0 0 15(EXP) -0 -0 -0 0 0 0 16(EXP) 3552 206 -7385 0 0 0

MAX -5956/L4 -14167/L1 -7432/L8

8760 Rigid Y 1(HYD) 82 -12676 84 0 0 0 2(OPE) 81 -12002 85 0 0 0 3(OPE) 81 -12002 85 0 0 0


0462 GCM-SC-IIIS-041/10 114 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 4(OPE) -1665 -11774 3115 0 0 0 5(OPE) 2159 -12386 -3024 0 0 0 6(OPE) 81 -12002 85 0 0 0 7(OPE) 81 -12002 85 0 0 0 8(OPE) 435 -13273 -3958 0 0 0 9(SUS) 81 -12002 85 0 0 0 10(EXP) 0 0 -0 0 0 0 11(EXP) -0 0 0 0 0 0 12(EXP) -1746 228 3030 0 0 0 13(EXP) 2078 -384 -3109 0 0 0 14(EXP) 0 0 -0 0 0 0 15(EXP) -0 0 0 0 0 0 16(EXP) 354 -1271 -4043 0 0 0

MAX 2159/L5 -13273/L8 -4043/L16

8780 Rigid Y 1(HYD) 897 -7072 1923 0 0 0 2(OPE) 837 -6629 1804 0 0 0 3(OPE) 837 -6628 1804 0 0 0 4(OPE) -548 -7196 2088 0 0 0 5(OPE) 714 -5042 -1333 0 0 0 6(OPE) 837 -6629 1804 0 0 0 7(OPE) 837 -6628 1804 0 0 0 8(OPE) 104 -4334 -1296 0 0 0 9(SUS) 837 -6629 1804 0 0 0 10(EXP) 0 -0 0 0 0 0 11(EXP) 0 0 -0 0 0 0 12(EXP) -1384 -567 284 0 0 0 13(EXP) -123 1586 -3137 0 0 0 14(EXP) 0 -0 0 0 0 0 15(EXP) 0 0 -0 0 0 0 16(EXP) -733 2295 -3100 0 0 0

MAX -1384/L12 -7196/L4 -3137/L13


1(HYD) 2007 -23879 4447 0 0 0 2(OPE) 2023 -23238 4465 0 0 0 3(OPE) 2023 -23238 4465 0 0 0 4(OPE) 1312 -24837 7729 0 0 0 5(OPE) -374 -18893 -6207 0 0 0 6(OPE) 2023 -23238 4465 0 0 0 7(OPE) 2023 -23238 4465 0 0 0 8(OPE) 9114 -15593 -10078 0 0 0 9(SUS) 2023 -23238 4465 0 0 0 10(EXP) 0 0 -0 0 0 0 11(EXP) -0 -0 0 0 0 0 12(EXP) -711 -1599 3264 0 0 0


0462 GCM-SC-IIIS-041/10 115 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 13(EXP) -2397 4345 -10672 0 0 0 14(EXP) 0 0 -0 0 0 0 15(EXP) -0 -0 0 0 0 0 16(EXP) 7090 7645 -14542 0 0 0

MAX 9114/L8 -24837/L4 -14542/L16


1(HYD) -891 -13277 -1624 0 0 0 2(OPE) -881 -12807 -1597 0 0 0 3(OPE) -881 -12807 -1597 0 0 0 4(OPE) 1802 -10169 2525 0 0 0 5(OPE) -3282 -20109 -5125 0 0 0 6(OPE) -881 -12807 -1597 0 0 0 7(OPE) -881 -12807 -1597 0 0 0 8(OPE) -7323 -25074 -4878 0 0 0 9(SUS) -881 -12807 -1597 0 0 0 10(EXP) -0 0 0 0 0 0 11(EXP) 0 0 0 0 0 0 12(EXP) 2682 2638 4122 0 0 0 13(EXP) -2401 -7302 -3528 0 0 0 14(EXP) -0 0 0 0 0 0 15(EXP) 0 0 0 0 0 0 16(EXP) -6443 -12267 -3281 0 0 0

MAX -7323/L8 -25074/L8 -5125/L5


1(HYD) -358 -8681 -886 0 0 0 2(OPE) -350 -8165 -873 0 0 0 3(OPE) -350 -8165 -873 0 0 0 4(OPE) 1118 -9020 2465 0 0 0 5(OPE) -682 -6004 -1669 0 0 0 6(OPE) -350 -8165 -873 0 0 0 7(OPE) -350 -8165 -873 0 0 0 8(OPE) 189 -3758 -1333 0 0 0 9(SUS) -350 -8165 -873 0 0 0 10(EXP) 0 0 -0 0 0 0 11(EXP) -0 -0 0 0 0 0 12(EXP) 1468 -855 3338 0 0 0 13(EXP) -332 2161 -796 0 0 0 14(EXP) 0 0 -0 0 0 0 15(EXP) -0 -0 0 0 0 0 16(EXP) 539 4407 -459 0 0 0

MAX 1468/L12 -9020/L4 3338/L12

8860 Rigid Y 1(HYD) -107 -8502 -196 0 0 0


0462 GCM-SC-IIIS-041/10 116 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 2(OPE) -106 -8076 -193 0 0 0 3(OPE) -106 -8076 -193 0 0 0 4(OPE) 980 -7680 2085 0 0 0 5(OPE) -1161 -9076 -2463 0 0 0 6(OPE) -106 -8076 -193 0 0 0 7(OPE) -106 -8076 -193 0 0 0 8(OPE) -1295 -10116 -2745 0 0 0 9(SUS) -106 -8076 -193 0 0 0 10(EXP) -0 0 0 0 0 0 11(EXP) 0 0 0 0 0 0 12(EXP) 1086 396 2278 0 0 0 13(EXP) -1055 -1000 -2270 0 0 0 14(EXP) -0 0 0 0 0 0 15(EXP) 0 0 0 0 0 0 16(EXP) -1189 -2041 -2552 0 0 0

MAX -1295/L8 -10116/L8 -2745/L8

8880 Rigid ANC 1(HYD) -1715 -12979 -3672 -2557 3 1175 2(OPE) -1688 -12947 -3615 -2574 3 1182 3(OPE) -1688 -12947 -3615 -2574 3 1182 4(OPE) -8244 -13154 -17651 -2937 -24 812 5(OPE) 7707 -12424 16518 -1936 42 1524 6(OPE) -1688 -12947 -3615 -2574 3 1182 7(OPE) -1688 -12947 -3615 -2574 3 1182 8(OPE) 10186 -11880 22061 -497 285 3536 9(SUS) -1688 -12947 -3615 -2574 3 1182 10(EXP) 0 0 0 0 0 0 11(EXP) 0 0 0 0 -0 0 12(EXP) -6556 -207 -14036 -363 -27 -370 13(EXP) 9395 523 20133 638 39 342 14(EXP) 0 0 0 0 0 0 15(EXP) 0 0 0 0 -0 0 16(EXP) 11874 1067 25676 2077 282 2354

MAX 11874/L16 -13154/L4 25676/L16 -2937/L4 285/L8 3536/L8


1(HYD) 752 -17651 -283 0 0 0 2(OPE) 826 -17010 -5903 0 0 0 3(OPE) -1242 -17856 6356 0 0 0 4(OPE) 937 -17026 -5955 0 0 0 5(OPE) -1367 -17832 6402 0 0 0 6(OPE) 935 -17026 -5954 0 0 0 7(OPE) -1369 -17835 6404 0 0 0 8(OPE) -2746 -17666 6937 0 0 0 9(SUS) 749 -17358 -285 0 0 0 10(EXP) 76 347 -5618 0 0 0


0462 GCM-SC-IIIS-041/10 117 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 11(EXP) -1992 -498 6641 0 0 0 12(EXP) 188 332 -5670 0 0 0 13(EXP) -2117 -475 6687 0 0 0 14(EXP) 185 331 -5669 0 0 0 15(EXP) -2118 -477 6689 0 0 0 16(EXP) -3496 -308 7222 0 0 0

MAX -3496/L16 -17856/L3 7222/L1612050 Rigid X;

Rigid Y 1(HYD) -80 -17046 68 0 0 0 2(OPE) -2566 -16520 -4293 0 0 0 3(OPE) 2763 -16389 4166 0 0 0 4(OPE) -2580 -16524 -4288 0 0 0 5(OPE) 2770 -16380 4160 0 0 0 6(OPE) -2580 -16524 -4288 0 0 0 7(OPE) 2771 -16380 4160 0 0 0 8(OPE) 4827 -15693 3057 0 0 0 9(SUS) -80 -16460 66 0 0 0 10(EXP) -2486 -59 -4359 0 0 0 11(EXP) 2844 71 4100 0 0 0 12(EXP) -2499 -64 -4354 0 0 0 13(EXP) 2851 80 4094 0 0 0 14(EXP) -2499 -64 -4354 0 0 0 15(EXP) 2851 80 4094 0 0 0 16(EXP) 4907 768 2991 0 0 0

MAX 4907/L16 -17046/L1 -4359/L1012090 Rigid X;

Rigid Y 1(HYD) 18 -12814 17 0 0 0 2(OPE) -516 -11978 -3688 0 0 0 3(OPE) 335 -11961 3759 0 0 0 4(OPE) -1870 -11978 -3109 0 0 0 5(OPE) 2057 -11961 3023 0 0 0 6(OPE) -1870 -11978 -3109 0 0 0 7(OPE) 2057 -11961 3023 0 0 0 8(OPE) -5079 -11953 6070 0 0 0 9(SUS) 18 -11971 15 0 0 0 10(EXP) -533 -7 -3703 0 0 0 11(EXP) 317 10 3744 0 0 0 12(EXP) -1888 -7 -3124 0 0 0 13(EXP) 2039 10 3008 0 0 0 14(EXP) -1888 -7 -3124 0 0 0 15(EXP) 2039 10 3008 0 0 0 16(EXP) -5097 19 6055 0 0 0

MAX -5097/L16 -12814/L1 6070/L812100 Rigid X;

Rigid Y 1(HYD) 6 -7371 21 0 0 0


0462 GCM-SC-IIIS-041/10 118 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 2(OPE) -1002 -7122 -1895 0 0 0 3(OPE) 1064 -7126 1870 0 0 0 4(OPE) -934 -7122 -1924 0 0 0 5(OPE) 976 -7125 1907 0 0 0 6(OPE) -934 -7122 -1924 0 0 0 7(OPE) 976 -7125 1907 0 0 0 8(OPE) 2103 -7113 1422 0 0 0 9(SUS) 5 -7123 19 0 0 0 10(EXP) -1007 1 -1915 0 0 0 11(EXP) 1059 -2 1851 0 0 0 12(EXP) -939 1 -1944 0 0 0 13(EXP) 971 -2 1888 0 0 0 14(EXP) -939 1 -1944 0 0 0 15(EXP) 971 -2 1888 0 0 0 16(EXP) 2098 10 1403 0 0 0

MAX 2103/L8 -7371/L1 -1944/L1212159 Rigid Y

1(HYD) -1149 -10170 -209 0 0 0 2(OPE) -2818 -9604 -601 0 0 0 3(OPE) 3017 -10157 426 0 0 0 4(OPE) -2800 -9637 -720 0 0 0 5(OPE) 2973 -10085 560 0 0 0 6(OPE) -2800 -9638 -720 0 0 0 7(OPE) 2974 -10086 559 0 0 0 8(OPE) 1893 -7801 1376 0 0 0 9(SUS) -1115 -9805 -186 0 0 0 10(EXP) -1703 201 -415 0 0 0 11(EXP) 4132 -352 612 0 0 0 12(EXP) -1686 168 -534 0 0 0 13(EXP) 4088 -280 745 0 0 0 14(EXP) -1686 167 -534 0 0 0 15(EXP) 4088 -281 745 0 0 0 16(EXP) 3007 2005 1562 0 0 0

MAX 4132/L11 -10170/L1 1562/L1612190 Rigid Z;

Rigid Y 1(HYD) 18 -9030 808 0 0 0 2(OPE) 821 -9271 621 0 0 0 3(OPE) -185 -7468 15 0 0 0 4(OPE) 878 -9204 455 0 0 0 5(OPE) 123 -7599 120 0 0 0 6(OPE) 878 -9204 455 0 0 0 7(OPE) 128 -7599 117 0 0 0 8(OPE) 5992 -11183 13010 0 0 0 9(SUS) 9 -8552 780 0 0 0 10(EXP) 813 -720 -159 0 0 0 11(EXP) -193 1083 -764 0 0 0 12(EXP) 870 -653 -325 0 0 0


0462 GCM-SC-IIIS-041/10 119 DE 148 K-300 C

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. 13(EXP) 114 953 -659 0 0 0 14(EXP) 869 -652 -325 0 0 0 15(EXP) 119 953 -662 0 0 0 16(EXP) 5984 -2631 12231 0 0 0

MAX 5992/L8 -11183/L8 13010/L812250 Rigid Y;

Rigid X 1(HYD) -13 -2041 -13 0 0 0 2(OPE) -1051 -1934 -182 0 0 0 3(OPE) 1189 -1941 125 0 0 0 4(OPE) 408 -1933 -805 0 0 0 5(OPE) -663 -1942 917 0 0 0 6(OPE) 408 -1934 -805 0 0 0 7(OPE) -663 -1942 917 0 0 0 8(OPE) 6159 -2028 -1970 0 0 0 9(SUS) -14 -1938 -15 0 0 0 10(EXP) -1037 3 -167 0 0 0 11(EXP) 1203 -3 141 0 0 0 12(EXP) 421 4 -789 0 0 0 13(EXP) -650 -5 933 0 0 0 14(EXP) 421 4 -790 0 0 0 15(EXP) -650 -5 933 0 0 0 16(EXP) 6173 -90 -1955 0 0 0

MAX 6173/L16 -2041/L1 -1970/L812260 Rigid Y;

Rigid X 1(HYD) 27 -2918 -49 0 0 0 2(OPE) -1407 -2730 -290 0 0 0 3(OPE) 1953 -2950 128 0 0 0 4(OPE) -1698 -2756 -173 0 0 0 5(OPE) 2306 -2904 -38 0 0 0 6(OPE) -1699 -2756 -173 0 0 0 7(OPE) 2306 -2904 -38 0 0 0 8(OPE) 9833 -660 -3987 0 0 0 9(SUS) 24 -2803 -52 0 0 0 10(EXP) -1431 73 -238 0 0 0 11(EXP) 1929 -146 180 0 0 0 12(EXP) -1723 47 -122 0 0 0 13(EXP) 2282 -101 14 0 0 0 14(EXP) -1723 47 -121 0 0 0 15(EXP) 2282 -101 14 0 0 0 16(EXP) 9809 2143 -3935 0 0 0

MAX 9833/L8 -2950/L3 -3987/L8


0462 GCM-SC-IIIS-041/10 120 DE 148 K-300 C

6.2.EVALUACIÓN DE BOQUILLAS EN BOMBAS.

Description: TA 101A CASO 2 TEMP OPE 27°C INPUT (CAESAR II Global Coordinates): Horizontal Pump Pump axis direction cosines (X,Z): ( 0.000, 1.000) Node # Orientation Nominal Diameter Suction Nozzle 1490 Side 10 Discharge Nozzle 2790 Side 8 Table 4 Allowable ( ratio ) = 2.00 Suction Nozzle Discharge Nozzle X Distance = -565.0 mm. 568.0 mm. Y Distance = 0.0 mm. 0.0 mm. Z Distance = 0.0 mm. 0.0 mm. X Force = -1983.0 N. -2658.0 N. Y Force = 5209.0 N. 1162.0 N. Z Force = 8321.0 N. 2604.0 N. X Moment = 935.0 N.m. -1620.0 N.m. Y Moment = 3259.0 N.m. -3872.0 N.m. Z Moment = -2084.0 N.m. 3031.0 N.m.


0462 GCM-SC-IIIS-041/10 121 DE 148 K-300 C

OUTPUT (API 610 10th Edition Local Coordinates) Suction Table 4 Force & Moment Status Values Ratios x distance = 0.0 mm. y distance = -565.0 mm. z distance = 0.0 mm. x force = 8321.0 N. 5337 1.56 Passed y force = -1983.0 N. 6672 0.30 Passed z force = 5209.0 N. 4448 1.17 Passed x moment = -2084.0 N.m. 5016 0.42 Passed y moment = 935.0 N.m. 2440 0.38 Passed z moment = 3259.0 N.m. 3796 0.86 Passed Discharge Table 4 Force & Moment Status Values Ratios x distance = 0.0 mm. y distance = 568.0 mm. z distance = 0.0 mm. x force = 2604.0 N. 3780 0.69 Passed y force = -2658.0 N. 4892 0.54 Passed z force = 1162.0 N. 3113 0.37 Passed x moment = 3031.0 N.m. 3525 0.86 Passed y moment = -1620.0 N.m. 1762 0.92 Passed z moment = -3872.0 N.m. 2576 1.50 Passed Check of Condition F.1.2.b Requirement Status (FRSa/1.5FRSt4) + (MRSa/1.5MRSt4) = 1.074 < or = 2.00 Passed (FRDa/1.5FRDt4) + (MRDa/1.5MRDt4) = 1.102 < or = 2.00 Passed Check of Condition F.1.2.c Requirement Status 1.5 ( FRSt4 + FRDt4 ) = 25087. > 13472. (FRCa) Passed 2.0 ( MYSt4 + MYDt4 ) = 8406. > 685. (MYCa) Passed 1.5 ( MRSt4 + MRDt4 ) = 17286. > 3010. (MRCa) Passed Overall Pump Status ** PASSED **


0462 GCM-SC-IIIS-041/10 122 DE 148 K-300 C

Description: TA 101A CASO 4 TEMP OPE 27°C INPUT (CAESAR II Global Coordinates): Horizontal Pump Pump axis direction cosines (X,Z): ( 0.000, 1.000) Node # Orientation Nominal Diameter Suction Nozzle 1490 Side 10 Discharge Nozzle 2790 Side 8 Table 4 Allowable ( ratio ) = 2.00 Suction Nozzle Discharge Nozzle X Distance = -565.0 mm. 568.0 mm. Y Distance = 0.0 mm. 0.0 mm. Z Distance = 0.0 mm. 0.0 mm. X Force = -1984.0 N. -2659.0 N. Y Force = 5247.0 N. 1165.0 N. Z Force = 8341.0 N. 2603.0 N. X Moment = 944.0 N.m. -1617.0 N.m. Y Moment = 3268.0 N.m. -3874.0 N.m. Z Moment = -2094.0 N.m. 3030.0 N.m.


0462 GCM-SC-IIIS-041/10 123 DE 148 K-300 C



0462 GCM-SC-IIIS-041/10 124 DE 148 K-300 C

Description: TA 101A CASO 6 TEMP OPE 15°C INPUT (CAESAR II Global Coordinates): Horizontal Pump Pump axis direction cosines (X,Z): ( 0.000, 1.000) Node # Orientation Nominal Diameter Suction Nozzle 1490 Side 10 Discharge Nozzle 2790 Side 8 Table 4 Allowable ( ratio ) = 2.00 Suction Nozzle Discharge Nozzle X Distance = -565.0 mm. 568.0 mm. Y Distance = 0.0 mm. 0.0 mm. Z Distance = 0.0 mm. 0.0 mm. X Force = -343.0 N. -741.0 N. Y Force = -1681.0 N. -606.0 N. Z Force = 401.0 N. 456.0 N. X Moment = -219.0 N.m. -602.0 N.m. Y Moment = 83.0 N.m. -869.0 N.m. Z Moment = 270.0 N.m. 1327.0 N.m.


0462 GCM-SC-IIIS-041/10 125 DE 148 K-300 C

OUTPUT (API 610 10th Edition Local Coordinates) Suction Table 4 Force & Moment Status Values Ratios x distance = 0.0 mm. y distance = -565.0 mm. z distance = 0.0 mm. x force = 401.0 N. 5337 0.08 Passed y force = -343.0 N. 6672 0.05 Passed z force = -1681.0 N. 4448 0.38 Passed x moment = 270.0 N.m. 5016 0.05 Passed y moment = -219.0 N.m. 2440 0.09 Passed z moment = 83.0 N.m. 3796 0.02 Passed Discharge Table 4 Force & Moment Status Values Ratios x distance = 0.0 mm. y distance = 568.0 mm. z distance = 0.0 mm. x force = 456.0 N. 3780 0.12 Passed y force = -741.0 N. 4892 0.15 Passed z force = -606.0 N. 3113 0.19 Passed x moment = 1327.0 N.m. 3525 0.38 Passed y moment = -602.0 N.m. 1762 0.34 Passed z moment = -869.0 N.m. 2576 0.34 Passed Check of Condition F.1.2.b Requirement Status (FRSa/1.5FRSt4) + (MRSa/1.5MRSt4) = 0.155 < or = 2.00 Passed (FRDa/1.5FRDt4) + (MRDa/1.5MRDt4) = 0.340 < or = 2.00 Passed Check of Condition F.1.2.c Requirement Status 1.5 ( FRSt4 + FRDt4 ) = 25087. > 2672. (FRCa) Passed 2.0 ( MYSt4 + MYDt4 ) = 8406. > 821. (MYCa) Passed 1.5 ( MRSt4 + MRDt4 ) = 17286. > 2489. (MRCa) Passed Overall Pump Status ** PASSED **


0462 GCM-SC-IIIS-041/10 126 DE 148 K-300 C

Description: TA 101B CASO 2 TEMP OPE 27°C INPUT (CAESAR II Global Coordinates): Horizontal Pump Pump axis direction cosines (X,Z): ( 0.000, 1.000) Node # Orientation Nominal Diameter Suction Nozzle 1390 Side 10 Discharge Nozzle 2690 Side 8 Table 4 Allowable ( ratio ) = 2.00 Suction Nozzle Discharge Nozzle X Distance = -565.0 mm. 568.0 mm. Y Distance = 0.0 mm. 0.0 mm. Z Distance = 0.0 mm. 0.0 mm. X Force = -2433.0 N. -2898.0 N. Y Force = 6393.0 N. 1418.0 N. Z Force = 10152.0 N. 3156.0 N. X Moment = 953.0 N.m. -1837.0 N.m. Y Moment = 4049.0 N.m. -4545.0 N.m. Z Moment = -2597.0 N.m. 3275.0 N.m.


0462 GCM-SC-IIIS-041/10 127 DE 148 K-300 C



0462 GCM-SC-IIIS-041/10 128 DE 148 K-300 C

Description: TA 101B CASO 4 TEMP OPE 27°C INPUT (CAESAR II Global Coordinates): Horizontal Pump Pump axis direction cosines (X,Z): ( 0.000, 1.000) Node # Orientation Nominal Diameter Suction Nozzle 1390 Side 10 Discharge Nozzle 2690 Side 8 Table 4 Allowable ( ratio ) = 2.00 Suction Nozzle Discharge Nozzle X Distance = -565.0 mm. 568.0 mm. Y Distance = 0.0 mm. 0.0 mm. Z Distance = 0.0 mm. 0.0 mm. X Force = -274.0 N. -699.0 N. Y Force = -1756.0 N. -603.0 N. Z Force = 362.0 N. 590.0 N. X Moment = -203.0 N.m. -630.0 N.m. Y Moment = 241.0 N.m. -958.0 N.m. Z Moment = 299.0 N.m. 1331.0 N.m.


0462 GCM-SC-IIIS-041/10 129 DE 148 K-300 C

OUTPUT (API 610 10th Edition Local Coordinates) Suction Table 4 Force & Moment Status Values Ratios x distance = 0.0 mm. y distance = -565.0 mm. z distance = 0.0 mm. x force = 362.0 N. 5337 0.07 Passed y force = -274.0 N. 6672 0.04 Passed z force = -1756.0 N. 4448 0.39 Passed x moment = 299.0 N.m. 5016 0.06 Passed y moment = -203.0 N.m. 2440 0.08 Passed z moment = 241.0 N.m. 3796 0.06 Passed Discharge Table 4 Force & Moment Status Values Ratios x distance = 0.0 mm. y distance = 568.0 mm. z distance = 0.0 mm. x force = 590.0 N. 3780 0.16 Passed y force = -699.0 N. 4892 0.14 Passed z force = -603.0 N. 3113 0.19 Passed x moment = 1331.0 N.m. 3525 0.38 Passed y moment = -630.0 N.m. 1762 0.36 Passed z moment = -958.0 N.m. 2576 0.37 Passed Check of Condition F.1.2.b Requirement Status (FRSa/1.5FRSt4) + (MRSa/1.5MRSt4) = 0.166 < or = 2.00 Passed (FRDa/1.5FRDt4) + (MRDa/1.5MRDt4) = 0.352 < or = 2.00 Passed Check of Condition F.1.2.c Requirement Status 1.5 ( FRSt4 + FRDt4 ) = 25087. > 2724. (FRCa) Passed 2.0 ( MYSt4 + MYDt4 ) = 8406. > 833. (MYCa) Passed 1.5 ( MRSt4 + MRDt4 ) = 17286. > 2571. (MRCa) Passed Overall Pump Status ** PASSED **


0462 GCM-SC-IIIS-041/10 130 DE 148 K-300 C

Description: TA 101B CASO 6 TEMP OPE 27°C INPUT (CAESAR II Global Coordinates): Horizontal Pump Pump axis direction cosines (X,Z): ( 0.000, 1.000) Node # Orientation Nominal Diameter Suction Nozzle 1390 Side 10 Discharge Nozzle 2690 Side 8 Table 4 Allowable ( ratio ) = 2.00 Suction Nozzle Discharge Nozzle X Distance = -565.0 mm. 568.0 mm. Y Distance = 0.0 mm. 0.0 mm. Z Distance = 0.0 mm. 0.0 mm. X Force = -2479.0 N. -2890.0 N. Y Force = 6622.0 N. 1388.0 N. Z Force = 10479.0 N. 3053.0 N. X Moment = 959.0 N.m. -1790.0 N.m. Y Moment = 4162.0 N.m. -4418.0 N.m. Z Moment = -2669.0 N.m. 3229.0 N.m.


0462 GCM-SC-IIIS-041/10 131 DE 148 K-300 C



0462 GCM-SC-IIIS-041/10 132 DE 148 K-300 C

Description: TA 101C CASO 2 TEMP OPE 27°C INPUT (CAESAR II Global Coordinates): Horizontal Pump Pump axis direction cosines (X,Z): ( 0.000, 1.000) Node # Orientation Nominal Diameter Suction Nozzle 1290 Side 10 Discharge Nozzle 2590 Side 8 Table 4 Allowable ( ratio ) = 2.00 Suction Nozzle Discharge Nozzle X Distance = -565.0 mm. 568.0 mm. Y Distance = 0.0 mm. 0.0 mm. Z Distance = 0.0 mm. 0.0 mm. X Force = 113.0 N. -642.0 N. Y Force = -1730.0 N. -579.0 N. Z Force = 378.0 N. 606.0 N. X Moment = -164.0 N.m. -666.0 N.m. Y Moment = 278.0 N.m. -879.0 N.m. Z Moment = 491.0 N.m. 1374.0 N.m.


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OUTPUT (API 610 10th Edition Local Coordinates) Suction Table 4 Force & Moment Status Values Ratios x distance = 0.0 mm. y distance = -565.0 mm. z distance = 0.0 mm. x force = 378.0 N. 5337 0.07 Passed y force = 113.0 N. 6672 0.02 Passed z force = -1730.0 N. 4448 0.39 Passed x moment = 491.0 N.m. 5016 0.10 Passed y moment = -164.0 N.m. 2440 0.07 Passed z moment = 278.0 N.m. 3796 0.07 Passed Discharge Table 4 Force & Moment Status Values Ratios x distance = 0.0 mm. y distance = 568.0 mm. z distance = 0.0 mm. x force = 606.0 N. 3780 0.16 Passed y force = -642.0 N. 4892 0.13 Passed z force = -579.0 N. 3113 0.19 Passed x moment = 1374.0 N.m. 3525 0.39 Passed y moment = -666.0 N.m. 1762 0.38 Passed z moment = -879.0 N.m. 2576 0.34 Passed Check of Condition F.1.2.b Requirement Status (FRSa/1.5FRSt4) + (MRSa/1.5MRSt4) = 0.179 < or = 2.00 Passed (FRDa/1.5FRDt4) + (MRDa/1.5MRDt4) = 0.349 < or = 2.00 Passed Check of Condition F.1.2.c Requirement Status 1.5 ( FRSt4 + FRDt4 ) = 25087. > 2565. (FRCa) Passed 2.0 ( MYSt4 + MYDt4 ) = 8406. > 830. (MYCa) Passed 1.5 ( MRSt4 + MRDt4 ) = 17286. > 2746. (MRCa) Passed Overall Pump Status ** PASSED **


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Description: TA 101C CASO 4 TEMP OPE 27°C INPUT (CAESAR II Global Coordinates): Horizontal Pump Pump axis direction cosines (X,Z): ( 0.000, 1.000) Node # Orientation Nominal Diameter Suction Nozzle 1290 Side 10 Discharge Nozzle 2590 Side 8 Table 4 Allowable ( ratio ) = 2.00 Suction Nozzle Discharge Nozzle X Distance = -565.0 mm. 568.0 mm. Y Distance = 0.0 mm. 0.0 mm. Z Distance = 0.0 mm. 0.0 mm. X Force = -1934.0 N. -2596.0 N. Y Force = 4775.0 N. 1164.0 N. Z Force = 7862.0 N. 2522.0 N. X Moment = 911.0 N.m. -1580.0 N.m. Y Moment = 3230.0 N.m. -3635.0 N.m. Z Moment = -2034.0 N.m. 3000.0 N.m.


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Description: TA 101C CASO 6 TEMP OPE 27°C INPUT (CAESAR II Global Coordinates): Horizontal Pump Pump axis direction cosines (X,Z): ( 0.000, 1.000) Node # Orientation Nominal Diameter Suction Nozzle 1290 Side 10 Discharge Nozzle 2590 Side 8 Table 4 Allowable ( ratio ) = 2.00 Suction Nozzle Discharge Nozzle X Distance = -565.0 mm. 568.0 mm. Y Distance = 0.0 mm. 0.0 mm. Z Distance = 0.0 mm. 0.0 mm. X Force = -1934.0 N. -2596.0 N. Y Force = 4775.0 N. 1164.0 N. Z Force = 7862.0 N. 2522.0 N. X Moment = 911.0 N.m. -1580.0 N.m. Y Moment = 3230.0 N.m. -3635.0 N.m. Z Moment = -2034.0 N.m. 3000.0 N.m.


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6.3.REVISIÓN DE ESPESORES DE PARED DE TUBERÍAS

6.3.1.ESPECIFICACION D2A


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6.3.2.ESPECIFICACION POLIDUCTO


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6.4.PLANTAS DE REFERENCIA PARA ANÁLISIS DE ESFUERZOS


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K-300 REV C

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Transcript of K-300 REV C