Memoria de Cálculo de Flexibilidad Del Sistema de Desfogue de Los Separadores Fa - 100 y Fa 101

 

  DATOS GENERALES CLIENTE

REV. C

PETROFAC

MANUAL ELABORACIÓN DE :

PROYECTO No.

X MEMORIA

DE

CÁLCULO

6700000566 NOMBRE DEL PROYECTO:

OTROS:: OTROS

“ SERVICIO DE COMPRESIÓN DE GAS EN LA BATERÍA BAT ERÍA SANTUARIO”  

IDENTIFICACIÓN / PARTIDA / EQUIPO:

MC - X - 102 - MEMORIA DE CÁLCULO DE FLEXIBILIDAD DEL SISTEMA DE DESFOGUE DE LOS SEPARADORES GENERALES FA - 100 Y FA - 101.

MEMORIA DE CÁLCULO DE FLEXIBILIDAD DEL SISTEMA DE DESFOGUE DESFO GUE DE LOS SEPARA SEPARADORES DORES GENERAL GENERALES ES FA - 100 Y FA - 101. REV. C

NOTA: ESTE DOCUMENTO CONSTA DE: 87 HOJAS

FECHA: NOMBRE Y FIRMA

AGOSTO 2017

AGOSTO 2017 

AGOSTO 2017 

ING. MIGUEL SALDÍVAR HERNÁNDEZ

ING. FRANCISCO JAVIER LÓPEZ DE LEÓN

ING. ARMANDO ZAPATA SIERRA 

ELABORÓ

REVISÓ

VALIDÓ

Nota: Para actividades actividades de Diseño, aplica: Elaboró, Elaboró, Revisó y Validó.

MEMORIA DE CÁLCULO DE FLEXIBILIDAD DEL SISTEMA DE DESFOGUE DE LOS SEPARADORES GENERALES FA - 100 Y FA - 101 MC - X - 102 REV. C

 

 

CONTRATO:

6700000566

FECHA:

AGOSTO, 2017

LOCALIZACIÓN:

BATERÍA SANTUARIO SANTUARIO  

REVISIÓN:

C

NOMBRE DEL PROYECTO: “SERVICIO “ SERVICIO DE COMPRESIÓN DE GAS EN LA BATERÍA SANTUARIO”” . SANTUARIO

 

CONTENIDO No. DE TEMA

DESCRIPCIÓN

PÁGINA

1.

OBJETIVO

1

2.

ALCANCE

1

3.

BASES DEL ANÁLISIS

2

DATOS DE TUBERÍAS Y CONDICIONES 4.

3 DE DISEÑO

5.

COMBINACIONES DE CARGA

4

6.

MODELO DEL SISTEMA

6

7.

RESUMEN DE RESULTADOS

12

8.

CONCLUSIONES

17

9.

DOCUMENTOS DE REFERENCIA

17

ANEXO. LISTA DE RESULTADOS DEL 10.

19 SOFTWARE CAESAR II

0

MEMORIA DE CÁLCULO DE FLEXIBILIDAD DEL SISTEMA DE DESFOGUE DE LOS SEPARADORES GENERALES FA - 100 Y FA - 101 MC - X 102. REV. C

 

 

CONTRATO:

6700000566

FECHA:

AGOSTO, 2017

LOCALIZACIÓN:

BATERÍA SANTUARIO SANTUARIO  

REVISIÓN:

C

1. OBJETIVO

El presente Análisis de Esfuerzos, forma parte del proyecto “SERVICIO DE COMPRESIÓN DE GAS LA BATERÍA SANTUARIO”; los esfuerzos actuantes en losENarreglos de tuberías de proceso,para por verificar la acciónque de las combinaciones de cargas consideradas en el análisis, deben ser menores a los esfuerzos permisibles indicados en el código ASME B31.3 “Process Piping: piping typically found in petroleum refineries; chemicol, pharmaceutical, textile, paper, semiconductor,, and cryogenic plants”. semiconductor Toda la tubería, válvulas, bridas y conexiones empleadas, cumplen con los estándares y especificaciones establecidas en la norma ASME B31.3, considerando el tipo de hidrocarburo a transportar, y las condiciones de diseño así como la compatibilidad de los materiales. 2. ALCANCE Este reporte comprende el Análisis Estático de Esfuerzos del Sistema de Tuberías de Desfogue (8 Pulgadas) y determinar si la ruta propuesta de la tubería así como el sistema de soportería es el adecuado para soportar las cargas que se generan bajo las condiciones de diseño; con la finalidad de determinar si el comportamiento mecánico estructural que se presenta en el sistema bajo dichas condiciones es el adecuado en base a lo establecido en la Norma NRF - 032 - PEMEX - 2012 “Sistemas de Tubería en Plantas Industriales - Diseño y Especificaciones de Materiales” y el Código ASME B31.3.

El análisis de esfuerzos, estudia el comportamiento estructural y verifica si el espesor actual del sistema de tuberías es adecuado para resistir los esfuerzos que se presentan bajo las condiciones por las y temperatura, las cargas externas y impuestas las ocasionales porcargas Sismo,internas Viento yde la presión Combinación de estos. por Así como se revisa la configuración geométrica geométrica del sistema de tuberías. Los valores de aceleración para la simulación de un sismo característico del municipio de Cárdenas, Estado de Tabasco, fue tomada de acuerdo al Manual de diseño por Sismo de la CFE Ed. 2008. Considerando a Cárdenas en la Zona Sísmica B con un suelo tipo III, el factor de aceleración es considerado como 0.408 para el valor de la meseta del espectro de diseño. Se realizó la simulación por viento de acuerdo con los requisitos establecidos en el documento Bases de Usuario y verificado con el MDOC - CFE - 2008. Manual de 1 MEMORIA DE CÁLCULO DE FLEXIBILIDAD DEL SISTEMA DE DESFOGUE DE LOS SEPARADORES GENERALES FA - 100 Y FA - 101 MC - X 102. REV. C

 

 

CONTRATO:

6700000566

FECHA:

AGOSTO, 2017

LOCALIZACIÓN:

BATERÍA SANTUARIO SANTUARIO  

REVISIÓN:

C

Diseño de Obras Civiles (Diseño Por Viento) para una velocidad de viento de diseño 220 Km/hr con un periodo de retorno de 200 años, dato que se toma para su análisis. 3. BA BASES SES DEL ANÁL ANÁLISI ISIS S

El modelo del análisis de esfuerzos, fue creado en función de la información contenida en los siguientes Isométricos de ingeniería de detalle: No. DE DOCUMENTO

DESCRIPCIÓN

B1 - BATSANT - K - 304

CABEZAL DE DESFOGUE ÁREA DE SEPARADORES (JUEGO 2) ISOMÉTRICO DE TUBERÍA.

As

CABEZAL DE DESFOGUE ÁREA SEPARADORES (JUEGO 2) DE ISOMÉTRICO DE TUBERÍA.

As

MC - X - 101

MEMORIA DE CÁLCULO DE FLEXIBILIDAD.

0

D - BATSANT - A - 300

DIAGRAMA DE TUBERÍA E INSTRUMENTACIÓN (DTI)

0

B1 - BATSANT - K - 306

REVISIÓN

Para el desarrollo de este Análisis, se empleó el Software de Análisis de Esfuerzos “CAESAR II”, Versión V8i Plus Edition, puesto que CAESAR II satisface los requerimientos de diseño conforme al código ASME B31.3, Utilizado para el diseño de los sistemas de tubería. Las características principales del programa son:  

Utiliza la teoría del elemento finito para analizar sistemas de tuberías complejos sujetos a cargas estáticas y dinámicas.  

Los sistemas de tuberías pueden estar sujetos a cargas operacionales y ambientales.  

El programa cuenta con librerías de accesorios y materiales de tubería, conforme a los códigos y normatividad empleados en la práctica común. 2

MEMORIA DE CÁLCULO DE FLEXIBILIDAD DEL SISTEMA DE DESFOGUE DE LOS SEPARADORES GENERALES FA - 100 Y FA - 101 MC - X 102. REV. C

 

 

CONTRATO:

6700000566

FECHA:

AGOSTO, 2017

LOCALIZACIÓN:

BATERÍA SANTUARIO SANTUARIO  

REVISIÓN:

C

 

CAESAR II permite la representación gráfica del modelo del sistema de tuberías, al mismo tiempo que se introducen los datos para la generación de dicho sistema. En la representación gráfica del modelo se consideró un sistema de coordenadas “X, Z” para las vistas laterales o en elevación, un sistema vertical de coordenadas “Y” para la vista en planta, y un sistema de coordenadas “X, Z, Y” para las vistas en isométrico. 4. DATOS DE LA S TUBERÍA TUBERÍAS S Y CONDICIONES DE DISEÑO. CARACTERÍSTICAS DE LA TUBERÍA DESC DE SCRI RIPC PCIÓ IÓN N

ES ESPE PECI CIFI FICAC CACIÓ IÓN N

GR GRADO ADO

DI DIÁME ÁMETR TRO O

ESPESOR INDICADO EN ISOMÉTRICOS

TUBERÍA DE ACERO AL CARBÓN

ASTM A-106-B

CED.STD

2”

0.154 in

TUBERÍA DE ACERO AL CARBÓN

ASTM A-106-B

3”

0.216 in

TUBERÍA DE ACERO AL CARBÓN

ASTM A-106-B

4”

0.237 in

TUBERÍA DE ACERO AL CARBÓN

ASTM A-106-B

8”

0.322 in

Ø TUBERÍA (IN)

CED.STD CED.STD CED.STD

CONDICIONES DE DISEÑO 

P. P. ESP. CÉDULA OPERACIÓN DISEÑO TUBERÍA Kg/cm 2  Kg/cm 2 

P. T. T. PRUEBA OPERACIÓN DISEÑO Kg/cm 2  ºC ºC

2

T - A12T1

STD

6.0

6.6

9.9

38

53

3

T - A12T1

STD

6.0

6.6

9.9

38

53

4

T - A12T1

STD

6.0

6.6

9.9

38

53

8

T - A12T1

STD

6.0

6.6

9.9

38

53

NOTAS. Estos valores fueron tomados de los isométricos mencionados en el punto 3 Bases del Análisis (Página 2).  3 MEMORIA DE CÁLCULO DE FLEXIBILIDAD DEL SISTEMA DE DESFOGUE DE LOS SEPARADORES GENERALES FA - 100 Y FA - 101 MC - X 102. REV. C

 

 

CONTRATO:

6700000566

FECHA:

AGOSTO, 2017

LOCALIZACIÓN:

BATERÍA SANTUARIO SANTUARIO  

REVISIÓN:

C

5. COMBINACIONES DE CARGA  

El modelo de simulación, se analizó bajo los siguientes casos de carga estáticas, de acuerdo al código ASME B31.3 2014. Cargas de Operación, Viento y Sismo 1. 2. 3. 4. 5.

WW + HP W + T1 + P1 W + P1 W + P1 + T1 + U1 W + P1 + T1 + U2

Prueba Hidrostátic Hidrostáticaa Caso de Cargas de Operación (OPE) Caso de Cargas Sostenidas (SUS) Caso de Cargas de Operación más Ocasionales (OPE) Caso de Cargas de Operación más Ocasionales (OPE)

6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22.

W + T1 + P1 + WIN1 W + T1 + P1 + WIN2 W + T1 + P1 + WIN3 W + T1 + P1 + WIN4 L2 - L3 L4 - L2 L5 - L2 L11 + L3 L12 + L3 L6 - L2 L7 - L2 L8 - L2 L9 - L2 L15 + L3 L16 + L3 L17 + L3 L18 + L3

Caso de Cargas de Operación más Ocasionales (OPE) Caso de Cargas de Operación más Ocasionales (OPE) Caso de Cargas de Operación más Ocasionales (OPE) Caso de Cargas de Operación más Ocasionales (OPE) Caso de Carga Térmico (TER) Caso de Cargas Ocasionales por Sismo (U1) Caso de Cargas Ocasionales por Sismo (U2) Caso de Cargas Ocasionale Ocasionaless (W + P1 + U1) Caso de Cargas Ocasionale Ocasionaless (W + P1 + U2) Caso de Cargas Ocasionales por Viento (WIN1) Caso de Cargas Ocasionale Ocasionaless por Viento (WIN2) Caso de Cargas Ocasionale Ocasionaless por Viento (WIN3) Caso de Cargas Ocasionale Ocasionaless por Viento (WIN4) Caso de Cargas Ocasionale Ocasionaless (W + P1 + WIN1) Caso de Cargas Ocasionale Ocasionaless (W + P1 + WIN2) Caso de Cargas Ocasionale Ocasionaless (W + P1 + WIN3) Caso de Cargas Ocasionale Ocasionaless (W + P1 + WIN4)

4 MEMORIA DE CÁLCULO DE FLEXIBILIDAD DEL SISTEMA DE DESFOGUE DE LOS SEPARADORES GENERALES FA - 100 Y FA - 101 MC - X 102. REV. C

 

 

CONTRATO:

6700000566

FECHA:

AGOSTO, 2017

LOCALIZACIÓN:

BATERÍA SANTUARIO SANTUARIO  

REVISIÓN:

C

En dónde: WW W1 P1 T1 U1 U2 WIN 1 WIN 2 WIN 3

Peso de la Tubería llena de agua. Peso del Sistema de Tuberías (incluye peso del fluido). Presión de Diseño. Temperatura de Diseño. Vector de Aceleraci Aceleración ón por Sismo (1 y 0.33 en Direcciones Horizontales Horizontales)) Vector de Aceleraci Aceleración ón por Sismo (1 y 0.33 en Direcciones Horizontales Horizontales)) Fuerza del Viento Dirección Z. Vientos Dominante Dominantess Fuerza del Viento Dirección - X, Z. Vientos Reinantes Fuerza del Viento Dirección – Z. Norte de Construcción

WIN 4 HP

Fuerza del Viento. Dirección X Este Presión Hidrostática

Se realiza un análisis por cargas dinámicas de acuerdo al código ASME B31.3 2014 en su apéndice F. Con las recomendaciones del API RP 521. Cargas de dinámicas. 1.

SHOCK

Caso de Carga de Desfogue de PSV (OCC).

2.

COMBINATION

Caso de Cargas de Desfogue de PSV más Cargas de Operación (OCC)

En donde: SHOCK Fuerza Generada por Desfogue de PSV.

5 MEMORIA DE CÁLCULO DE FLEXIBILIDAD DEL SISTEMA DE DESFOGUE DE LOS SEPARADORES GENERALES FA - 100 Y FA - 101 MC - X 102. REV. C

 

 

CONTRATO:

6700000566

FECHA:

AGOSTO, 2017

LOCALIZACIÓN:

BATERÍA SANTUARIO SANTUARIO  

REVISIÓN:

C

6. MODELO DEL SISTE SISTEMA MA

ISOMÉTRICO ISOMÉ TRICO DE TUBERÍA PSV - 2 250 50 (B1 - BA BATSANT TSANT - K - 304).

“SERVICIO DE COMPRESIÓN DE GAS EN LA BATERÍA SANTUARIO”

6

MEMORIA DE CÁLCULO DE FLEXIBILIDAD DEL SISTEMA DE DESFOGUE DE LOS SEPARADORES GENERALES FA - 100 Y FA - 101 MC - X 102. REV. C

 

 

CONTRATO:

6700000566

FECHA:

AGOSTO, 2017

LOCALIZACIÓN:

BATERÍA SANTUARIO SANTUARIO  

REVISIÓN:

C

ESFUERZO MÁXIMO EN TODO EL SISTEMA PSV - 250

En la figura de arriba, se indica el punto en donde se presenta el esfuerzo máximo en todo el sistema. Este esfuerzo es generado por las fuerzas de desfogue de la PSV - 250 más las cargas de operación en el sistema de desfogue. Como se observa, la relación de esfuerzo actuante / esfuerzo permisible es del orden del 121 % del permitido por el código ASME B31.3, por lo que se concluye que el sistema trabaja satisfactoriamente para los caso de carga estáticas (Cargas de Operación, Sismo y Viento), pero NO CUMPLE para el caso de carga dinámica (SHOCK = Fuerza generada por desfogue de PSV). 7 MEMORIA DE CÁLCULO DE FLEXIBILIDAD DEL SISTEMA DE DESFOGUE DE LOS SEPARADORES GENERALES FA - 100 Y FA - 101 MC - X 102. REV. C

 

 

CONTRATO:

6700000566

FECHA:

AGOSTO, 2017

LOCALIZACIÓN:

BATERÍA SANTUARIO SANTUARIO  

REVISIÓN:

C

De acuerdo a la norma API 520 - RP (Sizi ng , Selec Selectition on , and Ins tal tallat latio io n o f Pr Press ess ur ureeRelieving Devices in Refi neries)  practicas recomendadas en su parte 2 y el  ASME B31.3, r ecomiendan ecomiendan soportes guías lo más cercano a los arreglos de tuberías de las válvulas de seguridad de desfogue (PSV - 250) para estabilizar al sistema de las fuerzas generadas por la apertura de la válvula de seguridad.

ESFUERZO MÁXIMO EN TODO EL SISTEMA PSV - 250

Se realiza un segundo análisis con soportes adicionales como se muestra en la figura anterior, se indica el punto en donde se presenta el esfuerzo máximo en todo el sistema, este esfuerzo es generado por las combinaciones de cargas Estáticas y Dinámicas. Como se observa, la relación de esfuerzo actuante / esfuerzo permisible es del orden del 45 % del permitido por el código ASME B31.3, por lo que se concluye que el sistema trabaja satisfactoriamente y CUMPLE en cuanto a flexibilidad y a esfuerzos en todo el sistema de tuberías. 8 MEMORIA DE CÁLCULO DE FLEXIBILIDAD DEL SISTEMA DE DESFOGUE DE LOS SEPARADORES GENERALES FA - 100 Y FA - 101 MC - X 102. REV. C

 

 

CONTRATO:

6700000566

FECHA:

AGOSTO, 2017

LOCALIZACIÓN:

BATERÍA SANTUARIO SANTUARIO  

REVISIÓN:

C

ISOMÉTRICO ISOMÉ TRICO DE DE TUBERÍA PSV - 251(B1 - BA TSANT - K - 306).

“SERVICIO DE COMPRESIÓN DE GAS EN LA BATERÍA SANTUARIO”

 

9

MEMORIA DE CÁLCULO DE FLEXIBILIDAD DEL SISTEMA DE DESFOGUE DE LOS SEPARADORES GENERALES FA - 100 Y FA - 101 MC - X 102. REV. C

 

 

CONTRATO:

6700000566

FECHA:

AGOSTO, 2017

LOCALIZACIÓN:

BATERÍA SANTUARIO SANTUARIO  

REVISIÓN:

C

ESFUERZO MÁXIMO EN TODO EL SISTEMA PSV - 251.

En la figura anterior, se indica el punto en donde se presenta el esfuerzo máximo en todo el sistema. Este esfuerzo es generado por las fuerzas de desfogue de la PSV - 251 más las cargas de operación en el sistema de desfogue. Como se observa, la relación de esfuerzo actuante / esfuerzo permisible es del orden del 108 % del permitido por el código ASME B31.3, por lo que se concluye que el sistema trabaja satisfactoriamente para los caso de carga estáticas (Cargas de Operación, Sismo y Viento), pero NO CUMPLE para el caso de carga dinámica (SHOCK = Fuerza generada por desfogue de PSV).

10 MEMORIA DE CÁLCULO DE FLEXIBILIDAD DEL SISTEMA DE DESFOGUE DE LOS SEPARADORES GENERALES FA - 100 Y FA - 101 MC - X 102. REV. C

 

 

CONTRATO:

6700000566

FECHA:

AGOSTO, 2017

LOCALIZACIÓN:

BATERÍA SANTUARIO SANTUARIO  

REVISIÓN:

C

De acuerdo a la norma API 520 - RP (Sizing, Selection, and Installation of PressureRelieving Devices in Refineries) practicas recomendadas en su parte 2 y el ASME B31.3. Recomiendan soportes guías lo más cercano a los arreglos de tuberías de las válvulas de seguridad de desfogue (PSV - 251) para estabilizar al sistema de las fuerzas generadas por la apertura de la válvula de seguridad.

ESFUERZO MÁXIMO EN TODO EL SISTEMA PSV - 251.

Se realiza un segundo análisis con soportes adicionales como se muestra en la figura de arriba, se indica el punto en donde se presenta el esfuerzo máximo en todo el sistema, este esfuerzo es generado por las combinaciones de cargas Estáticas y Dinámicas. Como se observa, la relación de esfuerzo actuante / esfuerzo permisible es del orden del 41 % del permitido por el código ASME B31.3, por lo que se concluye que el sistema trabaja satisfactoriamente y CUMPLE en cuanto a flexibilidad y a esfuerzos en todo el sistema de tuberías.

11

MEMORIA DE CÁLCULO DE FLEXIBILIDAD DEL SISTEMA DE DESFOGUE DE LOS SEPARADORES GENERALES FA - 100 Y FA - 101 MC - X 102. REV. C

 

 

CONTRATO:

6700000566

FECHA:

AGOSTO, 2017

LOCALIZACIÓN:

BATERÍA SANTUARIO SANTUARIO  

REVISIÓN:

C

7. RESUMEN DE RESULTA DOS

Como puede observarse, en ningún caso los Esfuerzos Actuantes Máximos sobrepasan los valores de esfuerzo permisible que soporta el material para dicha tubería, de acuerdo a lo indicado en el código ASME B31.3 “Process Piping: piping typically found in petroleum refineries; chemicol, pharmaceutical, textile, paper, semiconductor,, and cryogenic plants”. semiconductor Pi pi ng Code: ode: B31. 31. 3 Hi gh ghest est St r ess es: (

= B31. 31. 3 - 2014 2014,, Feb 27 27,, 2014 2014 KPa KPa

Rat i o ( %) :

41. 41. 1

OPE St r ess:

141 417 780. 5

Axi al St r ess: Bendi endi ng St r ess :  Tor si on St r ess : Hoop St r ess : Max St r ess I nt en ensi si t y: CODE STRESS CHECK PASSED Hi gh ghest est St r esses : (

) LOA LOADCASE 1 ( OPE) W+T1+P1

KPa

Rat i o ( %) :

@Nod ode e

50

Al l owabl abl e St r ess:

9965 9965.. 0

@Node ode

55

139 13994 947. 7. 4 28 2849 49.. 5

@Node @Node

50 130

106 10657 57.. 3

@Node

20

2182 218290 90.. 6

@Node ode

50

: LOAD LOADCA CASE SE 2 ( Al t - SUS) SUS) W+P1 ) LOA LOADCASE 2 ( Al t - SU SUS) S) W+P1 21 21.. 4

@Node

370

Code ode St r ess:

29 294 458. 6

Axi al St r ess:

8392 8392.. 2

@Node ode

34 348 8

21086 21086.. 7 17 1727 27.. 1

@Node @Node

370 300

Hoop St r ess es s :

17012. 17012. 2

@Node

290

Max St r ess I nt en ensi si t y:

2944 29443. 3. 4

@Node ode

370 370

Bendi endi ng St r ess :  Tor si on St r ess :

CODE ST STRESS RESS CHECK CHECK PASSED PASSED Hi gh ghest est St r ess es: ( Rat i o ( %) :

KPa KPa

35163 632 2. 6

Al l owabl abl e St r ess:

13789 895 5. 1

: LOAD LOADCASE 3 ( SUS) W+P1 ) LOA LOADCASE 3 ( SU SUS) S) W+P1 27 27.. 2

Code ode St r ess:

37 375 542. 7

Axi al St r ess:

9147 9147.. 8

@Node

210

Al l owabl abl e St r ess: @Node ode

13789 895 5. 1

24 240 0 12

MEMORIA DE CÁLCULO DE FLEXIBILIDAD DEL SISTEMA DE DESFOGUE DE LOS SEPARADORES GENERALES FA - 100 Y FA - 101 MC - X 102. REV. C

 

 

CONTRATO:

6700000566

FECHA:

AGOSTO, 2017

LOCALIZACIÓN:

BATERÍA SANTUARIO SANTUARIO  

REVISIÓN:

C

Bendi endi ng St r ess :

40244 40244.. 2

@Node

210

 Tor si on St r ess :

24 2414 14.. 1

@Node

300

17012. 17012. 2 4731 47314. 4. 7

@Node @Node ode

290 210 210

Hoop St r ess es s : Max St r ess I nt en ensi si t y: CODE STRESS CHECK PASSED Hi gh ghest est St r esses : (

KPa

Rat i o ( %) :

: LO LOADCA CASE SE 4 ( OCC) CC) HP ) LOA LOADCASE 4 ( OCC) HP 6. 8

@Nod ode e

29 290 0

Code ode St r ess:

12 125 521. 0

Al l owabl abl e St r ess:

Axi al St r ess:

1252 12521. 1. 0

@Node ode

29 290 0

Bendi endi ng St r ess:

0. 0

@Nod ode e

20

 Tor si on St r ess :

0. 0

@Node

20

25518. 25518. 3 2698 26983. 3. 6

@Node @Node ode

290 290 290

Hoop St r ess es s : Max St r ess I nt en ensi si t y:

CODE STRESS CHECK PASSED

Hi gh ghest est St r esses : (

KPa

Rat i o ( %) :

: LO LOADCA CASE SE 5 ( OCC) CC) U1

) LOA LOADCASE 5 ( OCC) U1 5. 4

@Nod ode e

21 213 3

Code ode St r ess:

9983. 6

Al l owabl abl e St r ess:

Axi al St r ess:

1737 1737.. 8

@Node ode

21 210 0

Bendi endi ng St r ess :

9863 9863.. 0

@Node

213

 Tor si on St r ess : Hoop St r ess :

12 1260 60.. 5 0. 0

@Node @Node

280 20

9983 9983.. 6

@Node ode

21 213 3

Max St r ess I nt en ensi si t y:

CODE STRESS CHECK PASSED

Hi gh ghest est St r esses : ( Rat i o ( %) :

KPa

18340 400 0. 5

: LO LOADCA CASE SE 6 ( OCC) CC) U2

) LOA LOADCASE 6 ( OCC) U2 5. 7

@Nod ode e

32 320 0

Code ode St r ess:

10 104 462. 5

Axi al St r ess:

1449 1449.. 3

@Node ode

24 240 0

10456 10456.. 8

@Node

320

Bendi endi ng St r ess :

18340 400 0. 5

Al l owabl abl e St r ess:

18340 400 0. 5

13 MEMORIA DE CÁLCULO DE FLEXIBILIDAD DEL SISTEMA DE DESFOGUE DE LOS SEPARADORES GENERALES FA - 100 Y FA - 101 MC - X 102. REV. C

 

 

 Tor si on St r ess : Hoop St r ess : Max St r ess I nt en ensi si t y: CODE STRESS CHECK PASSED

Hi gh ghest est St r esses : (

KPa

Rat i o ( %) :

FECHA:

AGOSTO, 2017

LOCALIZACIÓN:

BATERÍA SANTUARIO SANTUARIO  

REVISIÓN:

C

@Node

290

0. 0

@Node

20

1046 10462. 2. 5

@Node ode

320 320

: LO LOADCA CASE SE 7 ( OCC) CC) U3

) LOA LOADCASE 7 ( OCC) U3

12 125 526. 8

Axi al St r ess:

6700000566

70 704. 4. 6

6. 8

Code ode St r ess:

CONTRATO:

@Nod ode e

37 370 0

Al l owabl abl e St r ess:

848. 848. 4

@Node ode

32 320 0

Bendi endi ng St r ess :

12310 12310.. 8

@Node

338

 Tor si on St r ess :

17 1797 97.. 5

@Node

130

0. 0 1291 12911. 1. 2

@Node @Node ode

20 338 338

Hoop St r ess : Max St r ess I nt en ensi si t y:

CODE STRESS CHECK PASSED

Hi gh ghest est St r ess es: (

KPa KPa

Rat i o ( %) :

: LOAD LOADCA CASE SE 8 ( OCC) CC) L 8=L 3+L 5

) LOA LOADCASE 8 ( OCC) L8=L3+L5 23 23.. 6

@Node

210

Code ode St r ess:

43 433 314. 2

Axi al St r ess:

9010 9010.. 4

@Node ode

37 370 0

Bendi endi ng St r ess :

47048 47048.. 6

@Node

210

 Tor si on St r ess :

23 2360 60.. 5

@Node

300

Hoop St r ess es s :

17012. 17012. 2

@Node

290

Max St r ess I nt en ensi si t y:

5427 54270. 0. 3

@Node ode

210 210

CODE STRESS CHECK PASSED

Hi gh ghest est St r ess es: ( Rat i o ( %) :

KPa KPa

Al l owabl abl e St r ess:

18340 400 0. 5

: LOAD LOADCA CASE SE 9 ( OCC) CC) L 9=L 3+L 6

) LOA LOADCASE 9 ( OCC) L9=L3+L6 24 24.. 5

@Node

210

Code ode St r ess:

44 449 977. 0

Axi al St r ess:

8380 8380.. 5

@Node ode

30 300 0

48771 48771.. 7

@Node

210

Bendi endi ng St r ess :

18340 400 0. 5

Al l owabl abl e St r ess:

18340 400 0. 5

14 MEMORIA DE CÁLCULO DE FLEXIBILIDAD DEL SISTEMA DE DESFOGUE DE LOS SEPARADORES GENERALES FA - 100 Y FA - 101 MC - X 102. REV. C

 

 

 Tor si on St r ess :

CONTRATO:

6700000566

FECHA:

AGOSTO, 2017

LOCALIZACIÓN:

BATERÍA SANTUARIO SANTUARIO  

REVISIÓN:

C

23 2364 64.. 8

@Node

320

Hoop St r ess es s :

17012. 17012. 2

@Node

290

Max St r ess I nt en ensi si t y:

5588 55884. 4. 8

@Node ode

210 210

CODE STRESS CHECK PASSED Hi gh ghest est St r ess es: (

KPa KPa

Rat i o ( %) :

: LOAD LOADCA CASE SE 10 ( OCC) CC) L 10=L 3+L 7 ) LOA LOADCASE 10 ( OCC) L10=L3+L7 25 25.. 0

@Node

210

Code ode St r ess:

45 459 911. 8

Axi al St r ess:

8787 8787.. 7

@Node ode

24 240 0

Bendi endi ng St r ess :

51724 51724.. 3

@Node

210

 Tor si on St r ess :

28 2815 15.. 5

@Node

320

Hoop St r ess es s :

17012. 17012. 2

@Node

290

Max St r ess I nt en ensi si t y:

5883 58833. 3. 7

@Node ode

210 210

CODE STRESS CHECK PASSED Hi gh ghest est St r esses : ( Rat i o ( %) :

KPa

Al l owabl abl e St r ess:

: LOAD LOADCA CASE SE 11 ( EXP) L 11=L 1- L 3 ) LOA LOADCASE 11 ( EXP) EXP) L11 L11= =L1- L3 41. 41. 9

@Nod ode e

50

Code ode St r ess:

133 336 625. 3

Axi al St r ess:

1395 13953. 3. 0

@Node ode

55

Bendi endi ng St r ess :

127 12701 014. 4. 9

@Node

50

 Tor si on St r ess :

30 3040 40.. 3

@Node

130

0. 0 2003 200319 19.. 1

@Node @Node ode

20 50

Hoop St r ess : Max St r ess I nt en ensi si t y:

18340 400 0. 5

Al l owabl abl e St r ess:

31885 850 0. 2

15 MEMORIA DE CÁLCULO DE FLEXIBILIDAD DEL SISTEMA DE DESFOGUE DE LOS SEPARADORES GENERALES FA - 100 Y FA - 101 MC - X 102. REV. C

 

 

CONTRATO:

6700000566

FECHA:

AGOSTO, 2017

LOCALIZACIÓN:

BATERÍA SANTUARIO SANTUARIO  

REVISIÓN:

C

8. CONCLUSIONES

Después de haber realizado el Análisis de esfuerzos al “SERVICIO DE COMPRESIÓN DE GAS EN LA BATERÍA SANTUARIO”, sé concluye lo siguiente: Todas las variables de importancia en el sistema integral fueron completamente analizadas, revisadas y llevadas hasta los valores que permiten la operación segura del sistema de tuberías para las condiciones operacionales establecidas. Los esfuerzos máximos actuantes en la tubería, se encuentran dentro de los rangos permisibles establecidos por el código norma ASME B31.3 “Process Piping: piping typically found in petroleum refineries; chemicol, pharmaceutical, textile, paper, semiconductor,, and cryogenic plants”. semiconductor Cualquier desviación de la ingeniería propuesta debe ser consultada con la Compañía NUVOIL y el trabajo terminado debe ser sujeto a un “As - Built” integral antes de las pruebas y puesta en operación. Comentarios para el cliente.  

Es de primordial importancia cumplir con lo establecido en la ingeniería de detalle desarrollada en este proyecto con la finalidad de asegurar lo descrito en este reporte técnico y por consecuencia el adecuado funcionamiento del sistema de tuberías.  

Cualquier cambio en trazo, soportería, puntos de conexión, perfiles u otro que difiera de la ingeniería de detalle y de las recomendaciones de este reporte, deberá consultarse con NUVOIL con la finalidad de establecer la solución que afecte lo menos posible los resultados de la ingeniería original.

9. DOCUMENTOS DE REFERENCIA.

ASME B31.3. Process Piping: piping typically found in petroleum refineries; chemicol, pharmaceutical, pharmaceut ical, textile, paper, semiconductor, and cryogenic plants. NRF - 032 - PEMEX - 2012. Sistemas de Tubería en Plantas Industriales - Diseño y Especificaciones de Materiale Materiales. s. Manual de Diseño de Obras Civiles: Diseño por Sismo - CFE - Edición 2008. 16 MEMORIA DE CÁLCULO DE FLEXIBILIDAD DEL SISTEMA DE DESFOGUE DE LOS SEPARADORES GENERALES FA - 100 Y FA - 101 MC - X 102. REV. C

 

 

CONTRATO:

6700000566

FECHA:

AGOSTO, 2017

LOCALIZACIÓN:

BATERÍA SANTUARIO SANTUARIO  

REVISIÓN:

C

Manual de Diseño de Obras Civiles: Diseño por Viento - CFE - 2008. API RP 521. Guide for Pressure - Relieving and Depressuring Systems.

17 MEMORIA DE CÁLCULO DE FLEXIBILIDAD DEL SISTEMA DE DESFOGUE DE LOS SEPARADORES GENERALES FA - 100 Y FA - 101 MC - X 102. REV. C

 

 

CONTRATO:

6700000566

FECHA:

AGOSTO, 2017

LOCALIZACIÓN:

BATERÍA SANTUARIO SANTUARIO  

REVISIÓN:

C

 ANEXOS  A NEXOS LISTADO DE RESULTADOS DEL SOFTWARE CAESAR II

 

18 MEMORIA DE CÁLCULO DE FLEXIBILIDAD DEL SISTEMA DE DESFOGUE DE LOS SEPARADORES GENERALES FA - 100 Y FA - 101 MC - X 102. REV. C

 

 

Node 10 20 30 39 40

DX mm. -0.000 - 0.000 -0.000 - 0.000 -0.000 0.001 - 0.008 -0.008

DY mm. -0.000 0.022 0.065 0.336 0.696

DZ mm. 0.000 0.002 0.095 0.536 0.674

RX deg. 0.0000 0.0005 0.0199 0.1079 0.0175

RY deg. 0.0000 0.0000 0.0005 0.0013 0.0037

RZ deg. -0.0000 -0.0000 -0.0001 -0.0014 -0.0017

45 50 55 60 110 120 130 133 136 140 145 150 160 170 180 190 195 198 199 200 205 210 213 215 218 219 220 225 230

-0.083 -0.117 -0.049 -0.000 0.000 0.086 0.202 0.286 0.545 0.629 0.996 1.122 1.573 1.655 1.675 1.707 1.788 1.803 1.712 1.431 1.117 0.446 0.000 -0.937 -1.679 -1.732 -1.638 -1.347 0.685

0.626 0.021 -0.079 -0.000 0.080 0.102 0.126 0.142 0.192 0.208 0.266 0.283 -0.146 -0.764 -0.911 -1.155 -1.763 -1.879 -2.233 -2.407 -2.459 -2.577 -2.662 -2.884 -3.126 -3.150 -3.153 -3.175 -2.374

0.509 0.285 0.142 -0.000 0.000 -0.088 -0.167 -0.214 -0.360 -0.408 -0.539 -0.567 -0.517 -0.344 -0.303 -0.234 -0.061 -0.028 0.086 0.136 0.126 0.073 -0.000 -0.318 -0.740 -0.819 -0.875 -0.981 -1.970

-0.0176 -0.0199 0.0024 0.0000 -0.0520 -0.0436 -0.0358 -0.0357 -0.0355 -0.0354 -0.0200 -0.0199 -0.0198 -0.0196 -0.0195 -0.0176 -0.0144 -0.0138 -0.0098 0.0014 0.0033 0.0082 0.0127 0.0207 0.0201 0.0104 -0.0010 -0.0041 0.0373

0.0035 -0.0021 -0.0041 -0.0000 -0.0087 -0.0110 -0.0152 -0.0152 -0.0154 -0.0154 -0.0254 -0.0255 -0.0255 -0.0256 -0.0256 -0.0260 -0.0263 -0.0263 -0.0231 -0.0195 -0.0193 -0.0189 -0.0198 -0.0219 -0.0243 -0.0289 -0.0336 -0.0332 -0.0132

-0.0046 -0.0085 -0.0043 -0.0000 -0.0404 -0.0539 -0.0629 -0.0630 -0.0633 -0.0634 -0.0909 -0.0910 -0.0913 -0.0914 -0.0914 -0.0920 -0.0919 -0.0917 -0.0849 -0.0742 -0.0724 -0.0671 -0.0604 -0.0444 -0.0320 -0.0191 -0.0143 -0.0097 0.0334

240 243 246 250 268 269 270 280 290 298 299 300 310 320 330 338 339 340 348 349

0.218 0.233 0.278 0.293 0.889 0.939 1.084 1.353 1.519 1.620 1.644 1.622 0.185 0.000 0.937 0.872 0.838 0.835 0.972 0.994

-0.820 -0.947 -1.327 -1.453 -1.245 -1.041 -0.878 -0.712 -0.000 0.369 0.442 0.447 0.023 -0.000 -2.245 -2.397 -2.421 -2.373 -2.058 -1.969

-0.037 -0.036 -0.031 -0.030 -2.294 -2.395 -2.556 -2.782 -2.960 -3.021 --2.995 2.995 --2.909 2.909 --0.602 0.602 0.000 -2.097 -1.969 -1.892 -1.795 -1.401 -1.312

-0.0197 -0.0197 -0.0196 -0.0195 0.0448 0.0425 0.0413 0.0375 0.0350 0.0335 0.0348 0.0374 0.0122 0.0000 0.0309 0.0298 0.0295 0.0286 0.0263 0.0243

-0.0012 -0.0012 -0.0012 -0.0012 -0.0017 0.0091 0.0121 0.0147 0.0094 0.0032 -0.0202 -0.0439 -0.0399 -0.0000 0.0231 0.0237 0.0250 0.0248 0.0256 0.0238

-0.1039 -0.1039 -0.1039 -0.1039 0.0473 0.0472 0.0505 0.0513 0.0470 0.0416 0.0304 0.0239 0.0077 0.0000 0.0304 0.0247 -0.0015 -0.0257 -0.0313 -0.0321

 

 

Node 350 360 370

DX mm. 0.979 0.825 -0.000

DY mm. -1.883 -1.495 -0.000

DZ mm. -1.240 -0.947 -0.000

RX deg. 0.0234 0.0197 0.0000

RY deg. 0.0228 0.0221 0.0000

RZ deg. -0.0304 -0.0296 -0.0000

Node 10 20 30 39 40 45 50 55 60 110 120 130 133 136 140

DX mm. -0.000 -0.000 -0.000 0.001 -0.003 -0.039 -0.057 -0.025 -0.000 0.000 0.047 0.091 0.121 0.214 0.244

DY mm. -0.000 -0.000 -0.000 -0.003 -0.029 -0.164 -0.204 -0.090 -0.000 -0.205 -0.206 -0.207 -0.207 -0.207 -0.207

DZ mm. 0.000 0.000 0.002 -0.000 -0.008 -0.007 -0.004 -0.002 -0.000 0.000 -0.000 -0.001 -0.002 -0.004 -0.005

RX deg. 0.0000 0.0000 0.0002 -0.0028 -0.0074 -0.0056 0.0034 0.0072 0.0000 -0.0000 -0.0003 -0.0006 -0.0006 -0.0006 -0.0006

RY deg. 0.0000 0.0000 0.0002 0.0006 0.0017 0.0017 -0.0008 -0.0020 -0.0000 -0.0001 0.0001 0.0004 0.0004 0.0004 0.0004

RZ deg. -0.0000 -0.0000 -0.0001 -0.0007 -0.0009 -0.0023 -0.0042 -0.0021 -0.0000 -0.0198 -0.0240 -0.0226 -0.0226 -0.0227 -0.0227

145 150 160 170 180 190 195 198 199 200 205 210 213 215 218

0.390 0.449 0.629 0.629 0.629 0.629 0.628 0.628 0.559 0.421 0.295 0.075 -0.000 -0.136 -0.190

-0.208 -0.208 -0.432 -0.722 -0.791 -0.907 -1.202 -1.259 -1.425 -1.486 -1.486 -1.486 -1.487 -1.489 -1.491

-0.009 -0.011 -0.021 -0.029 -0.031 -0.034 -0.041 -0.043 -0.046 -0.042 -0.034 -0.015 -0.000 0.052 0.188

-0.0012 -0.0012 -0.0012 -0.0012 -0.0012 -0.0013 -0.0014 -0.0014 -0.0015 -0.0018 -0.0019 -0.0021 -0.0022 -0.0043 -0.0104

0.0011 0.0011 0.0011 0.0011 0.0011 0.0012 0.0012 0.0013 0.0015 0.0014 0.0015 0.0017 0.0018 0.0023 0.0028

-0.0423 -0.0424 -0.0427 -0.0429 -0.0429 -0.0440 -0.0448 -0.0448 -0.0415 -0.0301 -0.0273 -0.0166 -0.0099 -0.0052 -0.0003

219 220 225 230 240 243 246 250 268 269 270 280 290 298 299 300 310 320 330 338

-0.181 -0.170 -0.167 - 0.255 -0.255 0.059 0.059 0.060 0.060 - 0.349 -0.349 - 0.315 -0.315 - 0.197 -0.197 0.003 0.003 0.003 0.003 0.003 0.001 -0.000 0.004 0.004

-1.521 -1.629 -1.918 -2.256 -0.684 -0.750 -0.947 -1.013 -1.221 -1.021 -0.841 -0.641 -0.000 0.328 0.393 0.398 0.019 -0.000 -2.109 -2.287

0.250 0.292 0.292 0.291 -0.002 -0.002 -0.003 -0.004 0.290 0.242 0.144 0.014 0.002 -0.003 -0.004 -0.004 --0.001 0.001 -0.000 0.022 0.021

-0.0231 -0.0326 -0.0330 0.0328 -0.0011 -0.0011 -0.0011 -0.0011 0.0416 0.0372 0.0314 0.0286 0.0273 0.0266 0.0281 0.0311 0.0102 0.0000 0.0218 0.0208

0.0010 -0.0005 -0.0003 0.0028 0.0003 0.0003 0.0003 0.0003 0.0043 0.0041 0.0004 0.0007 0.0007 0.0005 0.0003 0.0001 -0.0001 -0.0000 -0.0001 -0.0002

0.0061 0.0085 0.0112 0.0369 -0.0539 -0.0539 -0.0538 -0.0538 0.0451 0.0457 0.0470 0.0468 0.0419 0.0368 0.0262 0.0196 0.0062 0.0000 0.0341 0.0310

 

 

Node 339 340 348 349 350 360 370

DX mm. -0.007 -0.021 -0.023 -0.011 -0.001 -0.001 -0.000

DY mm. -2.349 -2.371 -2.373 -2.354 -2.301 -1.923 -0.000

DZ mm. 0.030 0.055 0.171 0.188 0.187 0.141 0.000

RX deg. 0.0201 0.0186 0.0168 0.0155 0.0149 0.0126 0.0000

RY deg. -0.0008 -0.0023 -0.0020 -0.0032 -0.0036 -0.0034 -0.0000

RZ deg. 0.0171 0.0033 -0.0025 -0.0146 -0.0262 -0.0317 -0.0000

Node 10 20 30 39 40 45 50 55 60 110 120

DX mm. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

DY mm. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

DZ mm. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

RX deg. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

RY deg. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

RZ deg. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

130 133 136 140 145 150 160 170 180 190 195 198 199 200 205

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

210 213 215 218 219 220 225 230 240 243 246 250 268 269 270 280 290 298 299 300

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

 

 

Node 310 320 330 338 339 340 348 349 350 360 370

DX mm. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

DY mm. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

DZ mm. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

RX deg. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

RY deg. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

RZ deg. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

Node 10 20 30 39 40 45 50

DX mm. 0.000 0.000 0.000 0.003 0.007 0.014 0.007

DY mm. 0.000 0.000 0.000 0.000 0.000 0.000 0.001

DZ mm. 0.000 0.000 0.000 0.000 0.000 0.000 0.000

RX deg. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000

RY deg. -0.0000 -0.0000 -0.0001 -0.0004 -0.0006 -0.0001 0.0003

RZ deg. -0.0000 -0.0000 -0.0001 -0.0005 -0.0005 -0.0001 0.0005

55 60 110 120 130 133 136 140 145 150 160 170 180 190 195

0.003 0.000 -0.000 -0.002 -0.000 0.002 0.008 0.009 0.014 0.014 0.014 0.014 0.014 0.014 0.013

0.000 0.000 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.002 0.002 0.002 0.004

0.000 0.000 -0.000 -0.001 -0.002 -0.002 -0.004 -0.005 --0.006 0.006 --0.006 0.006 --0.005 0.005 --0.003 0.003 --0.003 0.003 --0.002 0.002 0.002

-0.0000 -0.0000 -0.0002 -0.0004 -0.0005 -0.0005 -0.0005 -0.0005 0.0001 0.0001 0.0001 0.0001 0.0001 0.0003 0.0006

0.0002 0.0000 0.0004 0.0004 0.0002 0.0002 0.0002 0.0002 -0.0002 -0.0002 -0.0002 -0.0002 -0.0003 -0.0004 -0.0008

0.0002 0.0000 0.0009 -0.0000 -0.0014 -0.0014 -0.0014 -0.0014 0.0000 0.0001 0.0001 0.0001 0.0001 0.0002 0.0001

198 199 200 205 210 213 215 218 219 220 225 230 240 243 246 250 268 269 270 280

0.013 0.012 0.006 -0.001 -0.009 0.000 0.208 0.584 0.674 0.746 0.843 0.681 -0.005 -0.005 -0.005 -0.005 0.219 0.164 0.146 0.138

0.004 0.002 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.000 0.003 0.015 0.205 -0.001 -0.001 -0.002 -0.002 0.303 0.317 0.317 0.309

0.003 0.008 0.011 0.009 0.004 0.000 -0.003 -0.002 -0.003 --0.004 0.004 --0.004 0.004 -0.004 -0.010 -0.011 -0.014 -0.015 --0.004 0.004 --0.022 0.022 --0.050 0.050 --0.074 0.074

0.0006 0.0004 0.0005 0.0005 0.0005 0.0004 -0.0000 0.0000 0.0006 0.0012 0.0014 0.0034 0.0000 0.0000 0.0000 0.0000 0.0041 0.0036 0.0007 0.0012

-0.0009 -0.0024 -0.0030 -0.0034 -0.0044 -0.0054 -0.0079 -0.0107 -0.0110 -0.0113 -0.0108 0.0162 0.0008 0.0008 0.0008 0.0008 0.0168 0.0109 0.0058 0.0037

0.0000 -0.0012 -0.0016 -0.0014 0.0004 0.0046 0.0164 0.0199 0.0188 0.0181 0.0166 0.0027 -0.0001 -0.0001 -0.0001 -0.0001 -0.0018 -0.0014 -0.0016 -0.0016

 

 

Node 290 298 299 300 310 320 330 338 339 340 348 349 350 360 370

DX mm. 0.138 0.138 0.139 0.138 0.038 0.000 0.136 0.135 0.132 0.117 0.029 0.013 0.009 0.008 0.000

DY mm. 0.280 0.259 0.251 0.240 0.036 0.000 0.298 0.280 0.266 0.245 0.157 0.135 0.117 0.062 -0.000

DZ mm. --0.117 0.117 --0.135 0.135 --0.138 0.138 -0.137 -0.037 -0.000 0.026 0.037 0.041 0.044 0.050 0.051 0.050 0.042 0.000

RX deg. 0.0016 0.0019 0.0021 0.0024 0.0017 0.0000 0.0008 0.0008 0.0006 0.0003 0.0003 0.0001 0.0000 0.0000 0.0000

RY deg. 0.0025 0.0019 0.0004 -0.0012 -0.0033 -0.0000 0.0021 0.0020 0.0012 0.0007 0.0004 -0.0000 -0.0005 -0.0007 -0.0000

RZ deg. -0.0024 -0.0026 -0.0031 -0.0036 -0.0021 -0.0000 0.0028 0.0037 0.0078 0.0113 0.0114 0.0087 0.0052 0.0035 -0.0000

Node 10 20 30

DX mm. 0.000 0.000 0.000

DY mm. 0.000 0.000 0.000

DZ mm. -0.000 -0.000 -0.000

RX deg. -0.0000 -0.0000 -0.0000

RY deg. -0.0000 -0.0000 -0.0001

RZ deg. 0.0000 0.0000 0.0000

39 40 45 50 55 60 110 120 130 133 136 140 145 150 160

-0.000 0.001 0.008 0.012 0.005 0.000 -0.000 - 0.010 -0.010 - 0.020 -0.020 - 0.026 -0.026 - 0.046 -0.046 - 0.052 -0.052 - 0.084 -0.084 - 0.096 -0.096 - 0.135 -0.135

0.001 0.006 0.035 0.044 0.019 0.000 0.044 0.044 0.044 0.044 0.044 0.044 0.045 0.045 0.092

-0.000 0.002 0.001 0.001 0.000 0.000 -0.000 0.000 0.001 0.002 0.004 0.005 0.008 0.010 0.017

0.0006 0.0016 0.0012 -0.0007 -0.0015 -0.0000 0.0002 0.0004 0.0005 0.0005 0.0005 0.0005 0.0009 0.0009 0.0009

-0.0001 -0.0004 -0.0004 0.0002 0.0004 0.0000 -0.0002 -0.0003 -0.0004 -0.0004 -0.0004 -0.0004 -0.0007 -0.0007 -0.0007

0.0002 0.0002 0.0005 0.0009 0.0005 0.0000 0.0043 0.0052 0.0049 0.0049 0.0049 0.0049 0.0090 0.0090 0.0091

170 180 190 195 198 199 200 205 210 213 215 218 219 220 225 230 240 243 246 250

- 0.135 -0.135 --0.135 0.135 - 0.135 -0.135 - 0.134 -0.134 - 0.134 -0.134 - 0.120 -0.120 - 0.090 -0.090 - 0.063 -0.063 - 0.016 -0.016 0.000 0.033 0.053 0.054 0.056 0.061 0.145 - 0.013 -0.013 - 0.013 -0.013 - 0.013 -0.013 - 0.013 -0.013

0.154 0.169 0.194 0.256 0.268 0.304 0.317 0.317 0.317 0.317 0.317 0.318 0.331 0.378 0.507 1.438 0.146 0.160 0.202 0.216

0.022 0.023 0.025 0.030 0.031 0.033 0.030 0.024 0.011 0.000 --0.034 0.034 --0.103 0.103 -0.130 -0.148 -0.148 -0.148 0.003 0.003 0.004 0.005

0.0009 0.0009 0.0009 0.0010 0.0010 0.0011 0.0013 0.0013 0.0015 0.0016 0.0025 0.0049 0.0100 0.0145 0.0152 0.0056 0.0009 0.0009 0.0009 0.0009

-0.0007 -0.0007 -0.0008 -0.0008 -0.0008 -0.0008 -0.0007 -0.0007 -0.0008 -0.0008 -0.0009 -0.0011 -0.0008 -0.0006 -0.0007 -0.0015 -0.0003 -0.0003 -0.0003 -0.0003

0.0091 0.0091 0.0094 0.0095 0.0095 0.0088 0.0064 0.0058 0.0036 0.0022 0.0014 0.0006 -0.0004 -0.0007 -0.0012 -0.0052 0.0115 0.0115 0.0114 0.0114

 

 

Node 268 269 270 280 290 298 299 300 310 320 330 338 339 340 348 349 350 360 370

DX mm. 0.191 0.192 0.178 0.152 0.152 0.152 0.150 0.146 0.022 0.000 0.152 0.152 0.148 0.133 0.032 0.009 - 0.000 -0.000 - 0.000 -0.000 - 0.000 -0.000

DY mm. 1.562 1.574 1.568 1.542 1.434 1.351 1.314 1.263 0.205 0.000 1.589 1.570 1.554 1.532 1.431 1.396 1.347 1.069 0.000

DZ mm. -0.148 -0.151 -0.166 -0.197 -0.176 -0.159 -0.152 -0.146 -0.022 -0.000 -0.204 -0.201 -0.195 -0.182 -0.125 -0.114 --0.107 0.107 --0.085 0.085 --0.000 0.000

RX deg. 0.0045 0.0062 0.0081 0.0089 0.0108 0.0120 0.0128 0.0146 0.0102 0.0000 0.0070 0.0067 0.0067 0.0065 0.0059 0.0056 0.0054 0.0046 0.0000

RY deg. -0.0020 -0.0021 -0.0011 -0.0011 -0.0018 -0.0021 -0.0029 -0.0035 -0.0023 -0.0000 0.0006 0.0007 0.0012 0.0013 0.0016 0.0015 0.0016 0.0018 0.0000

RZ deg. -0.0065 -0.0064 -0.0062 -0.0060 -0.0091 -0.0103 -0.0132 -0.0156 -0.0106 -0.0000 0.0029 0.0040 0.0084 0.0126 0.0143 0.0177 0.0207 0.0217 0.0000

Node 10 20 30 39 40 45 50 55 60 110 120 130 133 136

DX0.000 mm. 0.000 0.000 0.000 0.001 0.003 0.002 0.000 -0.000 - 0.000 -0.000 - 0.002 -0.002 - 0.003 -0.003 - 0.003 -0.003 - 0.006 -0.006

DY0.000 mm. 0.000 0.000 0.000 0.000 0.001 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000

DZ0.000 mm. 0.000 0.000 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.005 0.014 0.019 0.037

RX deg. 0.0000 0.0000 0.0000 0.0001 0.0000 -0.0000 -0.0001 0.0000 0.0000 0.0018 0.0031 0.0043 0.0043 0.0043

RY deg. -0.0000 -0.0000 -0.0000 -0.0001 -0.0001 -0.0001 0.0002 0.0000 -0.0000 0.0032 0.0043 0.0061 0.0061 0.0062

RZ deg. -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0001 0.0001 0.0001 0.0000 0.0006 0.0006 0.0005 0.0005 0.0005

140 145 150 160 170 180 190 195 198 199 200 205 210 213 215 218 219 220 225 230

--0.006 0.006 - 0.008 -0.008 - 0.008 -0.008 -0.008 - 0.008 -0.008 - 0.008 -0.008 -0.008 -0.008 -0.008 -0.008 -0.007 -0.006 -0.003 0.000 0.034 0.099 0.113 0.120 0.130 0.115

-0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.030 -0.081 -0.160 -0.248

0.043 0.059 0.062 0.012 --0.060 0.060 --0.078 0.078 -0.107 -0.182 -0.197 -0.235 -0.230 -0.196 -0.097 0.000 0.373 0.851 0.929 0.952 0.953 0.952

0.0043 0.0018 0.0018 0.0017 0.0016 0.0016 0.0009 -0.0003 -0.0005 -0.0023 -0.0078 -0.0088 -0.0123 -0.0161 -0.0234 -0.0235 -0.0173 -0.0101 -0.0082 0.0041

0.0062 0.0107 0.0107 0.0107 0.0108 0.0108 0.0111 0.0114 0.0114 0.0094 0.0073 0.0069 0.0060 0.0053 0.0036 0.0017 0.0009 -0.0009 -0.0013 0.0047

0.0005 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0001 0.0002 0.0003 0.0004 0.0009 0.0027 0.0036 0.0046 0.0053 0.0053 0.0060

 

 

Node 240 243 246 250 268 269 270 280 290 298 299 300 310 320 330 338 339 340 348 349 350

DX mm. -0.002 -0.002 -0.002 -0.002 - 0.080 -0.080 - 0.127 -0.127 - 0.146 -0.146 - 0.131 -0.131 - 0.133 -0.133 -0.134 -0.125 -0.109 -0.004 0.000 -0.128 -0.127 -0.124 -0.111 -0.026 -0.012 -0.009

DY mm. 0.001 0.001 0.001 0.000 -0.117 -0.087 -0.064 -0.050 -0.000 0.029 0.034 0.034 0.002 -0.000 -0.107 -0.100 -0.089 -0.070 0.014 0.034 0.047

DZ mm. -0.020 -0.024 -0.033 -0.036 0.951 0.927 0.853 0.724 0.395 0.198 0.149 0.123 0.009 0.000 1.339 1.401 1.420 1.426 1.407 1.389 1.354

RX deg. -0.0040 -0.0040 -0.0040 -0.0040 0.0057 0.0070 0.0085 0.0076 0.0064 0.0057 0.0055 0.0051 0.0015 0.0000 0.0063 0.0061 0.0048 0.0017 0.0020 -0.0005 -0.0014

RY deg. 0.0026 0.0026 0.0026 0.0026 0.0105 0.0175 0.0214 0.0223 0.0236 0.0222 0.0153 0.0079 0.0007 0.0000 0.0122 0.0105 0.0031 -0.0025 -0.0061 -0.0108 -0.0168

RZ deg. -0.0002 -0.0002 -0.0002 -0.0002 0.0062 0.0049 0.0035 0.0033 0.0035 0.0034 0.0031 0.0033 0.0012 0.0000 -0.0009 -0.0019 -0.0067 -0.0107 -0.0108 -0.0072 -0.0030

360 370

-0.007 -0.000

0.070 0.000

1.116 0.000

-0.0012 -0.0000

-0.0196 -0.0000

-0.0009 0.0000

Node 10 20 30 39 40 45 50 55 60 110

DX mm. 0.000 0.000 0.000 0.004 0.004 -0.024 -0.050 -0.022 -0.000 0.000

DY mm. -0.000 -0.000 -0.000 -0.003 -0.029 -0.164 -0.204 -0.090 -0.000 -0.205

DZ mm. 0.000 0.000 0.002 -0.000 -0.008 -0.007 -0.004 -0.002 -0.000 0.000

RX deg. 0.0000 0.0000 0.0002 -0.0028 -0.0074 -0.0056 0.0034 0.0072 0.0000 -0.0003

RY deg. 0.0000 0.0000 0.0001 0.0002 0.0012 0.0016 -0.0005 -0.0018 -0.0000 0.0002

RZ deg. -0.0000 -0.0000 -0.0001 -0.0013 -0.0013 -0.0023 -0.0037 -0.0018 -0.0000 -0.0189

120 130 133 136 140 145 150 160 170 180 190 195 198 199 200 205 210 213 215 218

0.044 0.091 0.123 0.221 0.253 0.404 0.463 0.643 0.643 0.643 0.642 0.641 0.641 0.571 0.427 0.294 0.066 -0.000 0.071 0.394

-0.206 -0.206 -0.206 -0.206 -0.206 -0.207 -0.207 -0.431 -0.720 -0.789 -0.905 -1.199 -1.255 -1.424 -1.487 -1.487 -1.487 -1.487 -1.490 -1.491

-0.001 -0.003 -0.004 -0.009 -0.010 -0.016 -0.017 -0.026 -0.032 -0.033 -0.036 -0.040 -0.040 -0.038 -0.031 -0.025 -0.011 -0.000 0.049 0.187

-0.0007 -0.0011 -0.0011 -0.0011 -0.0011 -0.0011 -0.0011 -0.0011 -0.0011 -0.0011 -0.0010 -0.0008 -0.0008 -0.0011 -0.0014 -0.0014 -0.0015 -0.0018 -0.0043 -0.0104

0.0005 0.0006 0.0006 0.0006 0.0006 0.0009 0.0009 0.0009 0.0008 0.0008 0.0007 0.0005 0.0004 -0.0010 -0.0015 -0.0019 -0.0027 -0.0035 -0.0056 -0.0079

-0.0241 -0.0240 -0.0240 -0.0241 -0.0242 -0.0422 -0.0423 -0.0426 -0.0428 -0.0428 -0.0439 -0.0448 -0.0448 -0.0427 -0.0317 -0.0286 -0.0162 -0.0053 0.0112 0.0196

 

 

Node 219 220 225 230 240 243 246 250 268 269 270 280 290 298 299 300 310 320 330 338 339

DX mm. 0.493 0.576 0.676 0.426 0.054 0.054 0.054 0.055 - 0.130 -0.130 - 0.152 -0.152 - 0.051 -0.051 0.141 0.141 0.141 0.142 0.141 0.039 0.000 0.139 0.139 0.124

DY mm. -1.521 -1.626 -1.903 -2.051 -0.685 -0.751 -0.949 -1.015 -0.918 -0.704 -0.524 -0.332 0.280 0.587 0.644 0.639 0.056 -0.000 -1.811 -2.007 -2.083

DZ mm. 0.248 0.289 0.288 0.287 -0.012 -0.013 -0.017 -0.018 0.287 0.220 0.094 -0.059 -0.114 -0.138 -0.142 --0.142 0.142 --0.038 0.038 -0.000 0.047 0.057 0.071

RX deg. -0.0225 -0.0314 -0.0316 0.0361 -0.0011 -0.0011 -0.0011 -0.0011 0.0457 0.0408 0.0321 0.0297 0.0290 0.0285 0.0302 0.0335 0.0119 0.0000 0.0226 0.0215 0.0207

RY deg. -0.0100 -0.0117 -0.0111 0.0190 0.0011 0.0011 0.0011 0.0011 0.0211 0.0150 0.0062 0.0044 0.0033 0.0025 0.0007 -0.0011 -0.0034 -0.0000 0.0020 0.0018 0.0004

RZ deg. 0.0249 0.0265 0.0278 0.0396 -0.0540 -0.0540 -0.0540 -0.0540 0.0434 0.0443 0.0453 0.0451 0.0396 0.0342 0.0231 0.0160 0.0041 0.0000 0.0369 0.0347 0.0249

340 348 349 350 360 370

0.096 0.006 0.002 0.008 0.007 0.000

-2.126 -2.216 -2.219 -2.184 -1.861 -0.000

0.098 0.221 0.239 0.237 0.184 0.000

0.0189 0.0172 0.0156 0.0149 0.0126 0.0000

-0.0016 -0.0016 -0.0032 -0.0041 -0.0041 -0.0000

0.0145 0.0089 -0.0059 -0.0210 -0.0282 -0.0000

Node 10 20 30 39 40 45

DX mm. -0.000 -0.000 -0.000 0.001 -0.002 -0.031

DY mm. -0.000 -0.000 -0.000 -0.002 -0.023 -0.129

DZ mm. 0.000 0.000 0.002 -0.000 -0.007 -0.005

RX deg. 0.0000 0.0000 0.0001 -0.0022 -0.0058 -0.0044

RY deg. 0.0000 0.0000 0.0002 0.0005 0.0014 0.0013

RZ deg. -0.0000 -0.0000 -0.0000 -0.0006 -0.0007 -0.0018

50 55 60 110 120 130 133 136 140 145 150 160 170 180 190 195 198 199 200 205

-0.045 -0.020 -0.000 0.000 0.037 0.071 0.095 0.168 0.191 0.307 0.353 0.494 0.494 0.494 0.494 0.493 0.493 0.440 0.330 0.232

-0.161 -0.071 -0.000 -0.161 -0.162 -0.162 -0.162 -0.163 -0.163 -0.163 -0.164 -0.340 -0.568 -0.622 -0.714 -0.946 -0.991 -1.121 -1.169 -1.169

-0.003 -0.002 -0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.001 -0.001 -0.004 -0.007 -0.007 -0.008 -0.011 -0.012 -0.013 -0.012 -0.010

0.0026 0.0057 0.0000 0.0001 0.0001 -0.0000 -0.0000 -0.0000 -0.0000 -0.0003 -0.0003 -0.0003 -0.0003 -0.0003 -0.0003 -0.0004 -0.0004 -0.0004 -0.0005 -0.0006

-0.0007 -0.0016 -0.0000 -0.0003 -0.0001 -0.0000 0.0000 0.0000 0.0000 0.0003 0.0004 0.0004 0.0004 0.0004 0.0004 0.0005 0.0005 0.0007 0.0007 0.0008

-0.0033 -0.0016 -0.0000 -0.0156 -0.0189 -0.0178 -0.0178 -0.0178 -0.0179 -0.0333 -0.0334 -0.0336 -0.0337 -0.0338 -0.0346 -0.0353 -0.0353 -0.0327 -0.0236 -0.0214

 

 

Node 210 213 215 218 219 220 225 230 240 243 246 250 268 269 270 280 290 298 299 300 310

DX mm. 0.058 -0.000 -0.104 -0.137 -0.127 -0.114 -0.105 - 0.110 -0.110 0.047 0.047 0.047 0.047 -0.158 -0.124 -0.019 0.155 0.155 0.155 0.153 0.149 0.024

DY mm. -1.170 -1.170 -1.171 -1.173 -1.190 -1.251 -1.411 -0.818 -0.538 -0.590 -0.745 -0.797 0.340 0.554 0.727 0.901 1.434 1.679 1.707 1.661 0.224

DZ mm. -0.005 -0.000 0.018 0.085 0.120 0.144 0.144 0.143 0.001 0.001 0.001 0.001 0.143 0.091 -0.022 --0.183 0.183 --0.174 0.174 --0.162 0.162 --0.156 0.156 --0.150 0.150 -0.024

RX deg. -0.0006 -0.0007 -0.0018 -0.0055 -0.0131 -0.0181 -0.0178 0.0384 -0.0003 -0.0003 -0.0003 -0.0003 0.0461 0.0434 0.0395 0.0375 0.0382 0.0386 0.0409 0.0457 0.0204

RY deg. 0.0009 0.0010 0.0014 0.0018 0.0002 -0.0011 -0.0009 0.0013 0.0000 0.0000 0.0000 0.0000 0.0023 0.0021 -0.0007 -0.0004 -0.0011 -0.0016 -0.0026 -0.0035 -0.0024

RZ deg. -0.0130 -0.0077 -0.0038 0.0004 0.0058 0.0077 0.0100 0.0317 -0.0424 -0.0424 -0.0424 -0.0424 0.0386 0.0393 0.0408 0.0407 0.0328 0.0265 0.0130 0.0040 -0.0043

320 330 338 339 340 348 349 350 360 370

-0.000 0.156 0.156 0.141 0.112 0.009 -0.002 -0.002 -0.001 -0.000

0.000 -0.520 -0.717 -0.794 -0.840 -0.943 -0.958 -0.955 -0.854 -0.000

-0.000 -0.183 -0.180 -0.165 -0.128 0.045 0.074 0.080 0.057 -0.000

0.0000 0.0289 0.0275 0.0268 0.0251 0.0228 0.0211 0.0203 0.0171 0.0000

-0.0000 0.0004 0.0006 0.0004 -0.0010 -0.0004 -0.0018 -0.0019 -0.0016 -0.0000

-0.0000 0.0370 0.0350 0.0256 0.0159 0.0118 0.0031 -0.0055 -0.0100 -0.0000

Node 10 20

DX mm. -0.000 -0.000

DY mm. -0.000 -0.000

DZ mm. 0.000 0.000

RX deg. 0.0000 0.0000

RY deg. 0.0000 0.0000

RZ deg. -0.0000 -0.0000

30 39 40 45 50 55 60 110 120 130 133 136 140 145 150 160 170 180 190 195

-0.000 0.001 -0.002 -0.036 -0.055 -0.025 -0.000 0.000 0.045 0.088 0.118 0.208 0.238 0.383 0.441 0.621 0.621 0.621 0.621 0.620

-0.000 -0.003 -0.029 -0.164 -0.204 -0.091 -0.000 -0.205 -0.206 -0.207 -0.207 -0.207 -0.207 -0.208 -0.208 -0.432 -0.721 -0.790 -0.907 -1.202

0.002 0.000 -0.008 -0.006 -0.004 -0.002 -0.000 0.000 0.005 0.012 0.017 0.033 0.038 0.050 0.051 -0.009 -0.089 -0.108 -0.141 -0.224

0.0002 -0.0027 -0.0074 -0.0056 0.0033 0.0072 0.0000 0.0018 0.0028 0.0038 0.0038 0.0037 0.0037 0.0006 0.0006 0.0005 0.0005 0.0004 -0.0003 -0.0017

0.0002 0.0005 0.0016 0.0016 -0.0006 -0.0020 -0.0000 0.0031 0.0044 0.0065 0.0066 0.0066 0.0066 0.0118 0.0118 0.0118 0.0119 0.0119 0.0123 0.0127

-0.0001 -0.0008 -0.0009 -0.0022 -0.0040 -0.0020 -0.0000 -0.0192 -0.0234 -0.0221 -0.0221 -0.0222 -0.0222 -0.0422 -0.0424 -0.0426 -0.0428 -0.0429 -0.0440 -0.0449

 

 

Node 198 199 200 205 210 213 215 218 219 220 225 230 240 243 246 250 268 269 270 280 290

DX mm. 0.620 0.552 0.413 0.289 0.071 -0.000 -0.102 -0.091 -0.069 -0.049 -0.036 - 0.140 -0.140 0.057 0.057 0.057 0.057 - 0.429 -0.429 - 0.442 -0.442 - 0.343 -0.343 - 0.128 -0.128 - 0.130 -0.130

DY mm. -1.259 -1.425 -1.486 -1.486 -1.486 -1.486 -1.489 -1.490 -1.551 -1.711 -2.078 -2.505 -0.683 -0.749 -0.947 -1.013 -1.338 -1.107 -0.906 -0.691 -0.000

DZ mm. -0.240 -0.281 -0.273 -0.230 -0.112 0.000 0.425 1.039 1.180 1.245 1.245 1.243 -0.022 -0.026 -0.036 -0.040 1.242 1.169 0.997 0.738 0.397

RX deg. -0.0019 -0.0038 -0.0096 -0.0107 -0.0144 -0.0184 -0.0277 -0.0339 -0.0404 -0.0427 -0.0412 0.0368 -0.0051 -0.0051 -0.0051 -0.0051 0.0473 0.0442 0.0399 0.0361 0.0338

RY deg. 0.0127 0.0109 0.0088 0.0084 0.0077 0.0072 0.0059 0.0045 0.0019 -0.0014 -0.0016 0.0076 0.0028 0.0029 0.0029 0.0029 0.0148 0.0216 0.0218 0.0230 0.0243

RZ deg. -0.0449 -0.0415 -0.0298 -0.0270 -0.0162 -0.0090 -0.0025 0.0034 0.0108 0.0137 0.0166 0.0428 -0.0541 -0.0541 -0.0540 -0.0540 0.0513 0.0506 0.0504 0.0501 0.0455

298 299 300 310 320 330 338 339 340 348 349 350 360 370

-0.131 -0.122 -0.106 -0.003 0.000 - 0.124 -0.124 - 0.123 -0.123 - 0.131 -0.131 -0.132 -0.048 -0.023 -0.010 -0.008 -0.000

0.357 0.427 0.432 0.021 -0.000 -2.216 -2.387 -2.438 -2.441 -2.359 -2.320 -2.255 -1.853 -0.000

0.195 0.145 0.119 0.007 0.000 1.360 1.421 1.450 1.480 1.577 1.577 1.541 1.257 0.000

0.0323 0.0336 0.0361 0.0117 0.0000 0.0281 0.0269 0.0249 0.0203 0.0189 0.0151 0.0135 0.0114 0.0000

0.0227 0.0155 0.0079 0.0006 0.0000 0.0121 0.0103 0.0023 -0.0048 -0.0081 -0.0140 -0.0204 -0.0230 -0.0000

0.0402 0.0293 0.0229 0.0075 0.0000 0.0333 0.0291 0.0105 -0.0074 -0.0133 -0.0218 -0.0292 -0.0326 -0.0000

Node 10 20 30 39 40 45 50 55 60 110 120 130 133 136 140 145 150 160

DX mm. - 0.000 -0.000 - 0.000 -0.000 - 0.000 -0.000 0.000 - 0.005 -0.005 -0.044 -0.060 -0.024 -0.000 -0.000 0.039 0.111 0.165 0.331 0.385 0.606 0.673 0.944

DY mm. -0.000 0.022 0.065 0.339 0.725 0.790 0.226 0.011 -0.000 0.286 0.308 0.333 0.349 0.399 0.415 0.474 0.491 0.286

DZ mm. 0.000 0.002 0.093 0.536 0.682 0.515 0.289 0.145 -0.000 0.000 -0.087 -0.166 -0.213 -0.356 -0.403 -0.530 -0.556 -0.495

RX deg. 0.0000 0.0005 0.0197 0.1107 0.0250 -0.0120 -0.0232 -0.0048 0.0000 -0.0520 -0.0433 -0.0352 -0.0352 -0.0349 -0.0349 -0.0188 -0.0188 -0.0186

RY deg. 0.0000 0.0000 0.0003 0.0007 0.0020 0.0018 -0.0013 -0.0021 -0.0000 -0.0086 -0.0111 -0.0156 -0.0156 -0.0158 -0.0158 -0.0265 -0.0265 -0.0266

RZ deg. 0.0000 -0.0000 -0.0001 -0.0007 -0.0008 -0.0023 -0.0044 -0.0022 -0.0000 -0.0205 -0.0299 -0.0403 -0.0403 -0.0406 -0.0406 -0.0486 -0.0486 -0.0486

 

 

Node 170 180 190 195 198 199 200 205 210 213 215 218 219 220 225 230 240 243 246 250 268

DX mm. 1.026 1.046 1.079 1.160 1.175 1.153 1.011 0.822 0.372 0.000 -0.801 -1.489 -1.551 -1.468 -1.181 0.941 0.159 0.174 0.218 0.233 1.238

DY mm. -0.042 -0.120 -0.248 -0.561 -0.620 -0.808 -0.921 -0.973 -1.090 -1.176 -1.396 -1.635 -1.630 -1.524 -1.257 -0.117 -0.136 -0.197 -0.380 -0.441 -0.023

DZ mm. -0.315 -0.272 -0.200 -0.020 0.015 0.132 0.178 0.161 0.088 -0.000 -0.370 -0.928 -1.069 -1.168 -1.274 -2.261 -0.035 -0.033 -0.028 -0.026 -2.584

RX deg. -0.0184 -0.0184 -0.0164 -0.0130 -0.0123 -0.0083 0.0032 0.0052 0.0103 0.0150 0.0249 0.0305 0.0334 0.0316 0.0289 0.0046 -0.0186 -0.0185 -0.0185 -0.0184 0.0032

RY deg. -0.0267 -0.0267 -0.0271 -0.0276 -0.0276 -0.0246 -0.0209 -0.0208 -0.0206 -0.0216 -0.0243 -0.0272 -0.0299 -0.0331 -0.0330 -0.0161 -0.0015 -0.0015 -0.0015 -0.0015 -0.0060

RZ deg. -0.0486 -0.0486 -0.0480 -0.0471 -0.0469 -0.0434 -0.0441 -0.0451 -0.0505 -0.0505 -0.0391 -0.0318 -0.0252 -0.0228 -0.0209 -0.0034 -0.0500 -0.0500 -0.0501 -0.0501 0.0022

269 270 280 290 298 299 300 310 320 330 338 339 340 348 349

1.255 1.281 1.350 1.516 1.617 1.641 1.618 0.184 0.000 0.933 0.868 0.845 0.856 0.995 1.004

-0.020 -0.037 -0.071 -0.000 0.041 0.049 0.049 0.004 -0.000 -0.136 -0.110 -0.072 -0.001 0.316 0.384

-2.637 -2.701 -2.796 -2.962 -3.018 --2.991 2.991 --2.905 2.905 --0.600 0.600 0.000 -2.118 -1.990 -1.921 -1.850 --1.572 1.572 --1.500 1.500

0.0053 0.0099 0.0089 0.0076 0.0069 0.0067 0.0063 0.0020 0.0000 0.0091 0.0091 0.0094 0.0100 0.0095 0.0088

0.0050 0.0117 0.0140 0.0087 0.0027 -0.0205 -0.0439 -0.0398 -0.0000 0.0232 0.0238 0.0259 0.0271 0.0276 0.0270

0.0015 0.0035 0.0045 0.0051 0.0048 0.0042 0.0043 0.0015 0.0000 -0.0037 -0.0063 -0.0187 -0.0290 -0.0288 -0.0175

350 360 370

0.981 0.826 - 0.000 -0.000

0.418 0.428 0.000

--1.427 1.427 -1.089 --0.000 0.000

0.0084 0.0071 0.0000

0.0264 0.0255 0.0000

-0.0042 0.0021 0.0000

Node 10 60 110 110 213 213

FX N. -679 -1389 0 1557 0 952

FY N. -7105 -6243 5534 467 -248 -286

FZ N. 89037 -107438 18447 0 -827 -0

MX N.m. 47978 3576 0 0 0 0

MY N.m. 578 -1635 0 0 0 0

MZ N.m. -19 -760 0 0 0 0

225

-343

-1416

-250

0

0

0

225

0

0

0

0

0

0

230

0

0

0

0

0

0

230

0

0

0

0

0

0

Rigid ANC Rigid ANC Rigid GUI Rigid GUI Rigid GUI Rigid GUI Rigid Y w/gap Rigid GUI w/gap Rigid Y w/gap Rigid GUI w/gap

 

 

Node 290

FX N. 801

FY N. -5847

FZ N. -1560

MX N.m. 0

MY N.m. 0

MZ N.m. 0

310

0

0

0

0

0

0

310

0

0

0

0

0

0

320

6757

-1000

3095

1101

-7775

1188

360

0

0

0

0

0

0

360

0

0

0

0

0

0

370

-7731

-2089

-410

810

1987

-4348

Rigid +Y Rigid GUI w/gap Rigid Y w/gap Rigid ANC Rigid Y w/gap Rigid GUI w/gap Rigid ANC

 

  CAESAR II 2016 Ver.8.00.00.5600, (Build 150930) Date: AUG 11, 2017 Time: 9:24 Job:: PSV_01 Licensed To:: SPLM: Edit company name in \company.txt RESTRAINTS REPORT: Loads On Restraints CASE 2 (Alt-SUS) W+P1

Output disabled for field "FX" Output Output Output Output Output

disabled disabled disabled disabled disabled

for for for for for

field field field field field

"FY" "FZ" "MX" "MY" "MZ"

Report Contains No Data to Display

13

 

14

  CAESAR II 2016 Ver.8.00.00.5600, (Build 150930) Date: AUG 11, 2017 Time: 9:24 Job:: PSV_01 Licensed To:: SPLM: Edit company name in \company.txt RESTRAINTS REPORT: Loads On Restraints CASE 3 (SUS) W+P1

Node 10 60 110 110 213 213

FX N. -309 -746 0 7415 -0 -6348

FY N. -2213 -3110 -254 -2224 -101 -1904

FZ N. 2446 -3287 847 0 -335 -0

MX N.m. 760 3114 0 0 0 0

MY N.m. 273 -841 0 0 0 0

MZ N.m. -21 -372 0 0 0 0

225

0

0

0

0

0

0

225

0

0

0

0

0

0

230

0

0

0

0

0

0

230

0

0

0

0

0

0

290

510

-5206

399

0

0

0

310

0

0

0

0

0

0

310

0

0

0

0

0

0

320

-106

-990

-123

870

-25

1024

360

0

0

0

0

0

0

360

0

0

0

0

0

0

370

-415

-2888

54

517

-287

-6042

Rigid ANC Rigid ANC Rigid GUI Rigid GUI Rigid GUI Rigid GUI Rigid Y w/gap Rigid GUI w/gap Rigid Y w/gap Rigid GUI w/gap Rigid +Y Rigid GUI w/gap Rigid Y w/gap Rigid ANC Rigid Y w/gap Rigid GUI w/gap Rigid ANC

 

15

  CAESAR II 2016 Ver.8.00.00.5600, (Build 150930) Date: AUG 11, 2017 Time: 9:24 Job:: PSV_01 Licensed To:: SPLM: Edit company name in \company.txt RESTRAINTS REPORT: Loads On Restraints CASE 4 (OCC) HP

Node 10 60 110 110 213 213

FX N. 0 0 0 0 0 0

FY N. 0 0 0 0 0 0

FZ N. 0 0 0 0 0 0

MX N.m. 0 0 0 0 0 0

MY N.m. 0 0 0 0 0 0

MZ N.m. 0 0 0 0 0 0

225

0

0

0

0

0

0

225

0

0

0

0

0

0

230

0

0

0

0

0

0

230

0

0

0

0

0

0

290

0

0

0

0

0

0

310

0

0

0

0

0

0

310

0

0

0

0

0

0

320

0

0

0

0

0

0

360

0

0

0

0

0

0

360

0

0

0

0

0

0

370

0

0

0

0

0

0

Rigid ANC Rigid ANC Rigid GUI Rigid GUI Rigid GUI Rigid GUI Rigid Y w/gap Rigid GUI w/gap Rigid Y w/gap Rigid GUI w/gap Rigid +Y Rigid GUI w/gap Rigid Y w/gap Rigid ANC Rigid Y w/gap Rigid GUI w/gap Rigid ANC

 

16

  CAESAR II 2016 Ver.8.00.00.5600, (Build 150930) Date: AUG 11, 2017 Time: 9:24 Job:: PSV_01 Licensed To:: SPLM: Edit company name in \company.txt RESTRAINTS REPORT: Loads On Restraints CASE 5 (OCC) U1

Node 10 60 110 110 213 213

FX N. 573 264 -0 -711 0 3944

FY N. 1 7 66 91 -48 -119

FZ N. 7 94 -220 -0 160 0

MX N.m. 5 -8 0 0 0 0

MY N.m. -116 138 0 0 0 0

MZ N.m. -214 43 0 0 0 0

225

0

0

0

0

0

0

225

0

0

0

0

0

0

230

0

0

0

0

0

0

230

0

0

0

0

0

0

290

0

0

0

0

0

0

310

0

0

0

0

0

0

310

0

0

0

0

0

0

320

770

133

-82

329

-865

-371

360

0

0

0

0

0

0

360

0

0

0

0

0

0

370

3209

-131

41

0

-118

-76

Rigid ANC Rigid ANC Rigid GUI Rigid GUI Rigid GUI Rigid GUI Rigid Y w/gap Rigid GUI w/gap Rigid Y w/gap Rigid GUI w/gap Rigid +Y Rigid GUI w/gap Rigid Y w/gap Rigid ANC Rigid Y w/gap Rigid GUI w/gap Rigid ANC

 

17

  CAESAR II 2016 Ver.8.00.00.5600, (Build 150930) Date: AUG 11, 2017 Time: 9:24 Job:: PSV_01 Licensed To:: SPLM: Edit company name in \company.txt RESTRAINTS REPORT: Loads On Restraints CASE 6 (OCC) U2

Node 10 60 110 110 213 213

FX N. 66 164 -0 -1629 0 1397

FY N. 476 667 34 489 37 419

FZ N. -533 648 -114 -0 122 0

MX N.m. -167 -668 0 0 0 0

MY N.m. -58 183 0 0 0 0

MZ N.m. 5 80 0 0 0 0

225

0

0

0

0

0

0

225

0

0

0

0

0

0

230

0

0

0

0

0

0

230

0

0

0

0

0

0

290

0

0

0

0

0

0

310

0

0

0

0

0

0

310

0

0

0

0

0

0

320

101

1004

-69

2008

-433

-2047

360

0

0

0

0

0

0

360

0

0

0

0

0

0

370

-97

934

-54

188

201

2712

Rigid ANC Rigid ANC Rigid GUI Rigid GUI Rigid GUI Rigid GUI Rigid Y w/gap Rigid GUI w/gap Rigid Y w/gap Rigid GUI w/gap Rigid +Y Rigid GUI w/gap Rigid Y w/gap Rigid ANC Rigid Y w/gap Rigid GUI w/gap Rigid ANC

 

18

  CAESAR II 2016 Ver.8.00.00.5600, (Build 150930) Date: AUG 11, 2017 Time: 9:24 Job:: PSV_01 Licensed To:: SPLM: Edit company name in \company.txt RESTRAINTS REPORT: Loads On Restraints CASE 7 (OCC) U3

Node 10 60 110 110 213 213

FX N. 29 -26 -0 -479 0 564

FY N. 3 -20 -10 -10 45 45

FZ N. 267 282 1763 0 1628 0

MX N.m. 68 13 0 0 0 0

MY N.m. -18 -3 0 0 0 0

MZ N.m. -9 13 0 0 0 0

225

0

0

0

0

0

0

225

0

0

0

0

0

0

230

0

0

0

0

0

0

230

0

0

0

0

0

0

290

-25

-260

74

0

0

0

310

0

0

0

0

0

0

310

0

0

0

0

0

0

320

2443

-22

2612

165

134

150

360

0

0

0

0

0

0

360

0

0

0

0

0

0

370

-2508

228

1429

-49

-3283

404

Rigid ANC Rigid ANC Rigid GUI Rigid GUI Rigid GUI Rigid GUI Rigid Y w/gap Rigid GUI w/gap Rigid Y w/gap Rigid GUI w/gap Rigid +Y Rigid GUI w/gap Rigid Y w/gap Rigid ANC Rigid Y w/gap Rigid GUI w/gap Rigid ANC

 

19

  CAESAR II 2016 Ver.8.00.00.5600, (Build 150930) Date: AUG 11, 2017 Time: 9:24 Job:: PSV_01 Licensed To:: SPLM: Edit company name in \company.txt RESTRAINTS REPORT: Loads On Restraints CASE 8 (OCC) L8=L3+L5

Node 10 60 110 110 213 213

FX N. 263 -482 -0 6704 0 -2404

FY N. -2212 -3103 -188 -2134 -149 -2023

FZ N. 2453 -3193 627 -0 -175 0

MX N.m. 765 3106 0 0 0 0

MY N.m. 157 -703 0 0 0 0

MZ N.m. -235 -329 0 0 0 0

225

0

0

0

0

0

0

225

0

0

0

0

0

0

230

0

0

0

0

0

0

230

0

0

0

0

0

0

290

510

-5206

399

0

0

0

310

0

0

0

0

0

0

310

0

0

0

0

0

0

320

664

-857

-205

1199

-890

653

360

0

0

0

0

0

0

360

0

0

0

0

0

0

370

2794

-3019

95

517

-405

-6118

Rigid ANC Rigid ANC Rigid GUI Rigid GUI Rigid GUI Rigid GUI Rigid Y w/gap Rigid GUI w/gap Rigid Y w/gap Rigid GUI w/gap Rigid +Y Rigid GUI w/gap Rigid Y w/gap Rigid ANC Rigid Y w/gap Rigid GUI w/gap Rigid ANC

 

20

  CAESAR II 2016 Ver.8.00.00.5600, (Build 150930) Date: AUG 11, 2017 Time: 9:24 Job:: PSV_01 Licensed To:: SPLM: Edit company name in \company.txt RESTRAINTS REPORT: Loads On Restraints CASE 9 (OCC) L9=L3+L6

Node 10 60 110 110 213 213

FX N. -244 -583 0 5785 -0 -4952

FY N. -1737 -2443 -220 -1736 -64 -1485

FZ N. 1913 -2639 733 0 --213 213 -0

MX N.m. 592 2446 0 0 0 0

MY N.m. 214 -658 0 0 0 0

MZ N.m. -16 -292 0 0 0 0

225

0

0

0

0

0

0

225

0

0

0

0

0

0

230

0

0

0

0

0

0

230

0

0

0

0

0

0

290

510

-5206

399

0

0

0

310

0

0

0

0

0

0

310

0

0

0

0

0

0

320

-5

14

-193

2878

-457

-1023

360

0

0

0

0

0

0

360

0

0

0

0

0

0

370

-512

-1954

-0

705

-87

-3330

Rigid ANC Rigid ANC Rigid GUI Rigid GUI Rigid GUI Rigid GUI Rigid Y w/gap Rigid GUI w/gap Rigid Y w/gap Rigid GUI w/gap Rigid +Y Rigid GUI w/gap Rigid Y w/gap Rigid ANC Rigid Y w/gap Rigid GUI w/gap Rigid ANC

 

21

  CAESAR II 2016 Ver.8.00.00.5600, (Build 150930) Date: AUG 11, 2017 Time: 9:24 Job:: PSV_01 Licensed To:: SPLM: Edit company name in \company.txt RESTRAINTS REPORT: Loads On Restraints CASE 10 (OCC) L10=L3+L7

Node 10 60 110 110 213 213

FX N. -281 -772 -0 6936 0 -5785

FY N. -2211 -3130 -264 -2234 -55 -1859

FZ N. 2713 -3005 2610 0 1293 0

MX N.m. 828 3127 0 0 0 0

MY N.m. 255 -844 0 0 0 0

MZ N.m. -30 -360 0 0 0 0

225

0

0

0

0

0

0

225

0

0

0

0

0

0

230

0

0

0

0

0

0

230

0

0

0

0

0

0

290

485

-5466

472

0

0

0

310

0

0

0

0

0

0

310

0

0

0

0

0

0

320

2338

-1012

2489

1035

109

1173

360

0

0

0

0

0

0

360

0

0

0

0

0

0

370

-2923

-2660

1483

468

-3571

-5638

Rigid ANC Rigid ANC Rigid GUI Rigid GUI Rigid GUI Rigid GUI Rigid Y w/gap Rigid GUI w/gap Rigid Y w/gap Rigid GUI w/gap Rigid +Y Rigid GUI w/gap Rigid Y w/gap Rigid ANC Rigid Y w/gap Rigid GUI w/gap Rigid ANC

 

22

  CAESAR II 2016 Ver.8.00.00.5600, (Build 150930) Date: AUG 11, 2017 Time: 9:24 Job:: PSV_01 Licensed To:: SPLM: Edit company name in \company.txt RESTRAINTS REPORT: Loads On Restraints CASE 11 (EXP) L11=L1-L3

Node 10 60 110 110 213 213

FX N. -370 -643 0 -5858 0 7300

FY N. -4891 -3133 5788 2691 -147 16 1619 19

FZ N. 86591 -104151 17600 0 -492 0

MX N.m. 47219 462 0 0 0 0

MY N.m. 306 -794 0 0 0 0

MZ N.m. 3 -387 0 0 0 0

225

-343

-1416

-250

0

0

0

225

0

0

0

0

0

0

230

0

0

0

0

0

0

230

0

0

0

0

0

0

290

291

-640

-1959

0

0

0

310

0

0

0

0

0

0

310

0

0

0

0

0

0

320

6863

-10

3218

231

-7751

164

360

0

0

0

0

0

0

360

0

0

0

0

0

0

370

-7317

799

-464

292

2274

1694

Rigid ANC Rigid ANC Rigid GUI Rigid GUI Rigid GUI Rigid GUI Rigid Y w/gap Rigid GUI w/gap Rigid Y w/gap Rigid GUI w/gap Rigid +Y Rigid GUI w/gap Rigid Y w/gap Rigid ANC Rigid Y w/gap Rigid GUI w/gap Rigid ANC

 

 

Piping Code: B31.3

= B31.3 -2014, Feb 27, 2014

NO CODE STRESS CHECK PROCESSED: LOADCASE 1 (OPE) W+T1+P1 Highest Stresses: ( KPa Ratio (%): OPE Stress: Axial Stress: Bending Stress: Torsion Stress: Hoop Stress: Max Stress Intensity:

)

0.0 141780.5 9965.0 139947.4 2849.5 10657.3 218290.6

@Node 50 Allowable Stress: @Node 55 @Node 50 @Node 130 @Node 20 @Node 50

0.000 0.000

SIF/Index Out Plane 0.000 0.000

-412.8 606.4

1.000 1.000

1.000 1.000

59598.7 46683.0

0.0 0.0

0.0 0.0

B31.3 B31.3

112796.4 14652.9

-606.4 677.0

2.615 2.615

2.179 2.179

116328.3 19343.7

0.0 0.0

0.0 0.0

B31.3 B31.3

39 40

14652.9 59568.4

-677.0 509.9

2.615 2.615

2.179 2.179

19343.7 67076.9

0.0 0.0

0.0 0.0

B31.3 B31.3

40 45

22785.4 9166.0

-509.9 509.9

1.000 1.000

1.000 1.000

30308.0 16722.4

0.0 0.0

0.0 0.0

B31.3 B31.3

45 50

9166.0 18880.8

-509.9 509.9

1.000 2.433

1.000 2.433

16722.4 26408.2

0.0 0.0

0.0 0.0

B31.3 B31.3

50 55

40025.1 5017.2

796.3 -796.3

2.433 1.000

2.433 1.000

50021.8 15228.9

0.0 0.0

0.0 0.0

B31.3 B31.3

55 60

5017.2 8243.6

796.3 -796.3

1.000 1.000

1.000 1.000

15228.9 18361.0

0.0 0.0

0.0 0.0

B31.3 B31.3

50 110

139947.4 30414.4

1582.4 -1705.2

2.433 1.000

2.433 1.000

141780.5 32373.5

0.0 0.0

0.0 0.0

B31.3 B31.3

110 120

30414.4 40529.4

1705.2 -1705.2

1.000 1.281

1.000 1.374

30694.6 40770.3

0.0 0.0

0.0 0.0

B31.3 B31.3

120 130

27262.5 20978.5

2849.5 -2849.5

1.281 1.000

1.374 1.000

28319.9 22215.8

0.0 0.0

0.0 0.0

B31.3 B31.3

130 133

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

133

0.0

0.0

0.000

0.000

0.0

0.0

0.0

B31.3

10 20

Bending Stress KPa 0.0 0.0

Torsion Stress KPa 0.0 0.0

20 30

55170.7 43140.6

30 39

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 0.0 0.0 0.0 0.0

0.0

Ratio %

Piping Code

0.0 0.0

B31.3 B31.3

 

 

136

Bending Stress KPa 0.0

Torsion Stress KPa 0.0

136 140

0.0 0.0

140 145

0.000

SIF/Index Out Plane 0.000

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

22551.7 23891.9

2849.5 -2849.5

1.000 1.000

1.000 1.000

23949.7 25272.4

0.0 0.0

0.0 0.0

B31.3 B31.3

145 150

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

150 160

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

160 170

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

170 180

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

180 190

2297.4 839.9

-2046.6 1291.1

1.000 1.000

1.000 1.000

7117.4 6559.0

0.0 0.0

0.0 0.0

B31.3 B31.3

190 195

839.9 820.0

-1291.1 1291.1

1.000 1.000

1.000 1.000

6559.0 6553.0

0.0 0.0

0.0 0.0

B31.3 B31.3

195 198

820.0 1054.5

-1291.1 1291.1

1.000 1.000

1.000 1.000

6553.0 6632.9

0.0 0.0

0.0 0.0

B31.3 B31.3

198 199

2574.0 6208.2

-1291.1 900.5

2.444 2.444

2.037 2.037

7489.7 10447.8

0.0 0.0

0.0 0.0

B31.3 B31.3

199 200

6208.2 8746.5

-900.5 -110.6

2.444 2.444

2.037 2.037

10447.8 12835.0

0.0 0.0

0.0 0.0

B31.3 B31.3

200 205

3921.3 4460.6

110.6 -110.6

1.000 1.000

1.000 1.000

8013.3 8533.0

0.0 0.0

0.0 0.0

B31.3 B31.3

205 210

4460.6 12901.1

110.6 -110.6

1.000 2.266

1.000 2.266

8533.0 16927.7

0.0 0.0

0.0 0.0

B31.3 B31.3

210 213

16973.1 8152.4

-316.2 316.2

2.266 1.000

2.266 1.000

21093.9 12255.1

0.0 0.0

0.0 0.0

B31.3 B31.3

213 215

8152.4 5343.8

-316.2 316.2

1.000 1.000

1.000 1.000

12350.8 9475.6

0.0 0.0

0.0 0.0

B31.3 B31.3

215

5343.8

-316.2

1.000

1.000

9475.6

0.0

0.0

B31.3

218

3763.9

316.2

1.000

1.000

7824.2

0.0

0.0

B31.3

218 219

8048.1 7594.3

-316.2 -869.4

2.444 2.444

2.037 2.037

12080.5 11872.8

0.0 0.0

0.0 0.0

B31.3 B31.3

219

7594.3

869.4

2.444

2.037

11872.8

0.0

0.0

B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 0.0 0.0

Ratio %

Piping Code

0.0

B31.3

 

 

220

Bending Stress KPa 6099.9

Torsion Stress KPa -1400.1

220 225

2497.0 2568.2

225 230

2.444

SIF/Index Out Plane 2.037

1400.1 -1400.1

1.000 1.000

1.000 1.000

7849.3 7897.0

0.0 0.0

0.0 0.0

B31.3 B31.3

2568.2 4884.4

1400.1 -1400.1

1.000 1.000

1.000 1.000

7941.4 9772.0

0.0 0.0

0.0 0.0

B31.3 B31.3

120 240

22966.9 4199.9

-1911.8 2340.5

1.281 1.000

1.374 1.000

24794.3 7644.2

0.0 0.0

0.0 0.0

B31.3 B31.3

240 243

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

243 246

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

246 250

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

250 210

3472.7 29235.4

-2340.5 2150.8

1.000 2.266

1.000 2.266

7183.8 30963.0

0.0 0.0

0.0 0.0

B31.3 B31.3

230 268

4789.4 3358.8

1372.9 -1372.9

1.000 1.000

1.000 1.000

9561.8 8379.4

0.0 0.0

0.0 0.0

B31.3 B31.3

268 269

7139.2 2589.9

1372.9 -2132.3

2.407 2.407

2.006 2.006

11690.2 8868.0

0.0 0.0

0.0 0.0

B31.3 B31.3

269 270

2589.9 3317.7

2132.3 -1963.8

2.407 2.407

2.006 2.006

8868.0 8829.7

0.0 0.0

0.0 0.0

B31.3 B31.3

270 280

1646.0 3829.7

1963.8 -1893.3

1.000 2.599

1.000 2.599

7946.9 9155.5

0.0 0.0

0.0 0.0

B31.3 B31.3

280 290

5439.5 7717.7

588.8 -588.8

2.599 1.000

2.599 1.000

9368.4 11609.9

0.0 0.0

0.0 0.0

B31.3 B31.3

290 298

7717.7 9118.4

588.8 -588.8

1.000 1.000

1.000 1.000

11735.8 13122.9

0.0 0.0

0.0 0.0

B31.3 B31.3

298 299

24416.5 24837.9

588.8 -1368.4

2.786 2.786

2.322 2.322

28373.6 28818.5

0.0 0.0

0.0 0.0

B31.3 B31.3

299 300

24837.9 22803.2

1368.4 -1849.4

2.786 2.786

2.322 2.322

28818.5 26999.2

0.0 0.0

0.0 0.0

B31.3 B31.3

300

8229.9

1849.4

1.000

1.000

12920.9

0.0

0.0

B31.3

310

9587.9

-1849.4

1.000

1.000

14174.6

0.0

0.0

B31.3

310 320

9587.9 17769.0

1849.4 -1849.4

1.000 1.000

1.000 1.000

14174.6 22047.8

0.0 0.0

0.0 0.0

B31.3 B31.3

280

7929.7

-620.3

2.599

2.599

11811.7

0.0

0.0

B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 10809.4 0.0

Ratio %

Piping Code

0.0

B31.3

 

 

330

Bending Stress KPa 8560.8

Torsion Stress KPa 620.3

330 338

8560.8 9299.2

338 339

1.000

SIF/Index Out Plane 1.000

-620.3 620.3

1.000 1.000

1.000 1.000

12435.9 13167.2

0.0 0.0

0.0 0.0

B31.3 B31.3

25879.0 25283.3

-620.3 709.2

2.786 2.786

2.322 2.322

29694.3 29143.2

0.0 0.0

0.0 0.0

B31.3 B31.3

339 340

25283.3 21955.1

-709.2 663.0

2.786 2.786

2.322 2.322

29143.2 26025.6

0.0 0.0

0.0 0.0

B31.3 B31.3

340 348

7887.1 1515.5

-663.0 663.0

1.000 1.000

1.000 1.000

12028.3 6076.9

0.0 0.0

0.0 0.0

B31.3 B31.3

348 349

3838.2 1829.5

-663.0 844.7

2.786 2.786

2.322 2.322

8124.1 6336.8

0.0 0.0

0.0 0.0

B31.3 B31.3

349 350

1829.5 1971.2

-844.7 925.0

2.786 2.786

2.322 2.322

6336.8 6489.0

0.0 0.0

0.0 0.0

B31.3 B31.3

350 360

710.8 909.2

-925.0 925.0

1.000 1.000

1.000 1.000

5767.4 5846.9

0.0 0.0

0.0 0.0

B31.3 B31.3

360 370

909.2 10924.4

-925.0 925.0

1.000 1.000

1.000 1.000

5846.9 14865.6

0.0 0.0

0.0 0.0

B31.3 B31.3

Node

Piping Code: B31.3

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 12435.9 0.0

Ratio %

Piping Code

0.0

B31.3

= B31.3 -2014, Feb 27, 2014

CODE STRESS CHECK PASSED Highest Stresses: (

KPa

RatioStress: (%): Code Axial Stress: Bending Stress: Torsion Stress: Hoop Stress: Max Stress Intensity:

: LOADCASE 2 (Alt-SUS) W+P1 ) 21.4 29458.6 8392.2 21086.7 1727.1 17012.2 29443.4

10 20

Bending Stress KPa 0.0 0.0

Torsion Stress KPa 0.0 0.0

20

417.4

30

@Node 370 Allowable Stress: @Node 348 @Node 370 @Node 300 @Node 290 @Node 370

137895.1

0.000 0.000

SIF/Index Out Plane 0.000 0.000

25.3

1.000

1.000

8327.7

137895.1

6.0

B31.3

32.5

-37.6

1.000

1.000

6907.5

137895.1

5.0

B31.3

30 39

73.2 1316.5

37.6 -42.1

1.961 1.961

1.634 1.634

6929.9 7809.8

137895.1 137895.1

5.0 5.7

B31.3 B31.3

39

1316.5

42.1

1.961

1.634

7809.8

137895.1

5.7

B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 0.0 0.0 0.0 0.0

Ratio %

Piping Code

0.0 0.0

B31.3 B31.3

 

 

40

Bending Stress KPa 368.2

Torsion Stress KPa -31.7

40 45

142.7 1403.5

45 50

1.961

SIF/Index Out Plane 1.634

31.7 -31.7

1.000 1.000

1.000 1.000

7041.0 8301.8

137895.1 137895.1

5.1 6.0

B31.3 B31.3

1403.5 681.3

31.7 -31.7

1.000 1.825

1.000 1.825

8301.8 7409.3

137895.1 137895.1

6.0 5.4

B31.3 B31.3

50 55

1222.5 86.7

-49.6 49.6

1.825 1.000

1.825 1.000

7773.8 6943.7

137895.1 137895.1

5.6 5.0

B31.3 B31.3

55 60

86.7 2443.3

-49.6 49.6

1.000 1.000

1.000 1.000

6943.7 9300.1

137895.1 137895.1

5.0 6.7

B31.3 B31.3

50 110

4751.8 1589.0

-83.9 83.1

1.825 1.000

1.825 1.000

6659.9 4720.5

137895.1 137895.1

4.8 3.4

B31.3 B31.3

110 120

1589.0 962.9

-83.1 83.1

1.000 1.000

1.000 1.031

3166.5 2325.6

137895.1 137895.1

2.3 1.7

B31.3 B31.3

120 130

1274.0 911.7

-187.6 187.6

1.000 1.000

1.031 1.000

2751.2 2689.9

137895.1 137895.1

2.0 2.0

B31.3 B31.3

130 133

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

133 136

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

136 140

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

140 145

755.1 745.5

-187.6 187.6

1.000 1.000

1.000 1.000

2850.0 2871.9

137895.1 137895.1

2.1 2.1

B31.3 B31.3

145 150

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

150 160

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

160 170

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

170 180

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

180

2428.8

185.1

1.000

1.000

6618.7

137895.1

4.8

B31.3

190

1412.9

-127.0

1.000

1.000

8265.3

137895.1

6.0

B31.3

190 195

1412.9 582.1

127.0 -127.0

1.000 1.000

1.000 1.000

8265.3 7435.0

137895.1 137895.1

6.0 5.4

B31.3 B31.3

195

582.1

127.0

1.000

1.000

7435.0

137895.1

5.4

B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 7174.4 137895.1

Ratio %

Piping Code

5.2

B31.3

 

 

198

Bending Stress KPa 414.5

Torsion Stress KPa -127.0

198 199

943.2 881.6

199 200

1.000

SIF/Index Out Plane 1.000

127.0 -191.8

1.833 1.833

1.527 1.527

7560.2 7393.2

137895.1 137895.1

5.5 5.4

B31.3 B31.3

881.6 1611.4

191.8 -154.6

1.833 1.833

1.527 1.527

7393.2 7862.5

137895.1 137895.1

5.4 5.7

B31.3 B31.3

200 205

670.3 599.0

154.6 -154.6

1.000 1.000

1.000 1.000

7324.7 7222.7

137895.1 137895.1

5.3 5.2

B31.3 B31.3

205 210

599.0 996.4

154.6 -154.6

1.000 1.700

1.000 1.700

7222.7 7302.0

137895.1 137895.1

5.2 5.3

B31.3 B31.3

210 213

2700.8 1122.0

238.3 -238.3

1.700 1.000

1.700 1.000

8479.0 7526.8

137895.1 137895.1

6.1 5.5

B31.3 B31.3

213 215

1122.0 1489.8

238.3 -238.3

1.000 1.000

1.000 1.000

7524.0 7761.5

137895.1 137895.1

5.5 5.6

B31.3 B31.3

215 218

1489.8 1996.0

238.3 -238.3

1.000 1.000

1.000 1.000

7761.5 8125.3

137895.1 137895.1

5.6 5.9

B31.3 B31.3

218 219

4246.2 2139.0

238.3 -810.5

1.833 1.833

1.527 1.527

9312.1 8065.2

137895.1 137895.1

6.8 5.8

B31.3 B31.3

219 220

2139.0 8652.2

810.5 -935.1

1.833 1.833

1.527 1.527

8065.2 13458.8

137895.1 137895.1

5.8 9.8

B31.3 B31.3

220 225

3546.6 11452.9

935.1 -935.1

1.000 1.000

1.000 1.000

10552.7 18387.4

137895.1 137895.1

7.7 13.3

B31.3 B31.3

225 230

11452.9 6432.2

935.1 -935.1

1.000 1.000

1.000 1.000

18383.0 13398.1

137895.1 137895.1

13.3 9.7

B31.3 B31.3

120 240

3038.7 3487.3

101.8 -120.0

1.000 1.000

1.031 1.000

4150.2 5266.0

137895.1 137895.1

3.0 3.8

B31.3 B31.3

240 243

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

243 246

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

246 250

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

250

3303.3

120.0

1.000

1.000

5082.2

137895.1

3.7

B31.3

210

12088.3

-122.9

1.700

1.700

10842.1

137895.1

7.9

B31.3

230 268

6217.6 1189.9

903.9 -903.9

1.000 1.000

1.000 1.000

12918.2 7971.0

137895.1 137895.1

9.4 5.8

B31.3 B31.3

268

2478.4

903.9

1.805

1.505

8623.8

137895.1

6.3

B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 7267.5 137895.1

Ratio %

Piping Code

5.3

B31.3

 

 

269

Bending Stress KPa 2559.0

Torsion Stress KPa -423.3

269 270

2559.0 1768.1

270 280

1.805

SIF/Index Out Plane 1.505

423.3 -49.6

1.805 1.805

1.505 1.505

8390.9 7690.4

137895.1 137895.1

6.1 5.6

B31.3 B31.3

797.7 2897.5

49.6 -50.0

1.000 1.949

1.000 1.949

7162.1 8507.4

137895.1 137895.1

5.2 6.2

B31.3 B31.3

280 290

2710.1 9358.8

-384.3 384.3

1.949 1.000

1.949 1.000

10411.6 17726.0

137895.1 137895.1

7.6 12.9

B31.3 B31.3

290 298

9358.8 6488.7

-384.3 384.3

1.000 1.000

1.000 1.000

17730.7 14863.8

137895.1 137895.1

12.9 10.8

B31.3 B31.3

298 299

15064.2 12792.7

-384.3 -808.4

2.089 2.089

1.741 1.741

19668.5 18027.2

137895.1 137895.1

14.3 13.1

B31.3 B31.3

299 300

12792.7 8670.7

808.4 -1727.1

2.089 2.089

1.741 1.741

18027.2 15261.8

137895.1 137895.1

13.1 11.1

B31.3 B31.3

300 310

3734.7 2578.6

1727.1 -1727.1

1.000 1.000

1.000 1.000

12581.0 11473.7

137895.1 137895.1

9.1 8.3

B31.3 B31.3

310 320

2578.6 385.7

1727.1 -1727.1

1.000 1.000

1.000 1.000

11473.7 9405.7

137895.1 137895.1

8.3 6.8

B31.3 B31.3

280 330

1026.3 6335.9

-493.9 493.9

1.949 1.000

1.949 1.000

9178.0 14724.0

137895.1 137895.1

6.7 10.7

B31.3 B31.3

330 338

6335.9 6693.8

-493.9 493.9

1.000 1.000

1.000 1.000

14724.0 15081.1

137895.1 137895.1

10.7 10.9

B31.3 B31.3

338 339

18646.3 18947.3

-493.9 491.0

2.089 2.089

1.741 1.741

22361.5 22571.8

137895.1 137895.1

16.2 16.4

B31.3 B31.3

339 340

18947.3 19164.2

-491.0 412.7

2.089 2.089

1.741 1.741

22571.8 22727.4

137895.1 137895.1

16.4 16.5

B31.3 B31.3

340 348

6886.2 6817.3

-412.7 412.7

1.000 1.000

1.000 1.000

15247.8 15231.9

137895.1 137895.1

11.1 11.0

B31.3 B31.3

348 349

18971.1 18613.2

-412.7 493.9

2.089 2.089

1.741 1.741

22635.5 22364.5

137895.1 137895.1

16.4 16.2

B31.3 B31.3

349 350

18613.2 18101.3

-493.9 500.5

2.089 2.089

1.741 1.741

22364.5 21953.7

137895.1 137895.1

16.2 15.9

B31.3 B31.3

350

6498.0

-500.5

1.000

1.000

14886.6

137895.1

10.8

B31.3

360

4930.0

500.5

1.000

1.000

13322.5

137895.1

9.7

B31.3

360 370

4930.0 21086.7

-500.5 500.5

1.000 1.000

1.000 1.000

13322.5 29458.6

137895.1 137895.1

9.7 21.4

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 8390.9 137895.1

Ratio %

Piping Code

6.1

B31.3

 

 

Piping Code: B31.3

= B31.3 -2014, Feb 27, 2014

CODE STRESS CHECK PASSED Highest Stresses: ( Ratio (%):

KPa

: LOADCASE 3 (SUS) W+P1 ) 27.2

Code Stress: Axial Stress: Bending Stress: Torsion Stress: Hoop Stress: Max Stress Intensity:

37542.7 9147.8 40244.2 2414.1 17012.2 47314.7

10 20

Bending Stress KPa 0.0 0.0

Torsion Stress KPa 0.0 0.0

20 30

1067.0 364.8

30 39

@Node

210

Allowable Stress: @Node 240 @Node 210 @Node 300 @Node 290 @Node 210

137895.1

0.000 0.000

SIF/Index Out Plane 0.000 0.000

-287.4 426.5

1.000 1.000

1.000 1.000

8874.4 7139.5

137895.1 137895.1

6.4 5.2

B31.3 B31.3

795.4 3752.3

-426.5 484.3

1.961 1.961

1.634 1.634

7369.7 9369.8

137895.1 137895.1

5.3 6.8

B31.3 B31.3

39 40

3752.3 2699.9

-484.3 366.4

1.961 1.961

1.634 1.634

9369.8 8657.4

137895.1 137895.1

6.8 6.3

B31.3 B31.3

40 45

1066.7 3105.5

-366.4 366.4

1.000 1.000

1.000 1.000

7703.1 9734.6

137895.1 137895.1

5.6 7.1

B31.3 B31.3

45 50

3105.5 13551.6

-366.4 366.4

1.000 1.825

1.000 1.825

9734.6 16781.1

137895.1 137895.1

7.1 12.2

B31.3 B31.3

50 55

15709.1 956.4

582.0 -582.0

1.825 1.000

1.825 1.000

18248.4 7477.0

137895.1 137895.1

13.2 5.4

B31.3 B31.3

55 60

956.4 10088.0

582.0 -582.0

1.000 1.000

1.000 1.000

7477.0 16558.3

137895.1 137895.1

5.4 12.0

B31.3 B31.3

50 110

32271.5 18036.5

-261.6 259.0

1.825 1.000

1.825 1.000

25887.6 19756.7

137895.1 137895.1

18.8 14.3

B31.3 B31.3

110 120

18036.5 6477.4

-259.0 259.0

1.000 1.000

1.000 1.031

18586.4 5630.7

137895.1 137895.1

13.5 4.1

B31.3 B31.3

120 130

7651.2 1367.3

-270.9 270.9

1.000 1.000

1.031 1.000

7008.2 2457.5

137895.1 137895.1

5.1 1.8

B31.3 B31.3

130

0.0

0.0

0.000

0.000

0.0

0.0

0.0

B31.3

133

0.0

0.0

0.000

0.000

0.0

0.0

0.0

B31.3

133 136

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 0.0 0.0 0.0 0.0

Ratio %

Piping Code

0.0 0.0

B31.3 B31.3

 

 

136 140

Bending Stress KPa 0.0 0.0

Torsion Stress KPa 0.0 0.0

140 145

14733.6 26018.1

145 150

0.000 0.000

SIF/Index Out Plane 0.000 0.000

-270.9 270.9

1.000 1.000

1.000 1.000

16090.7 27403.0

137895.1 137895.1

11.7 19.9

B31.3 B31.3

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

150 160

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

160 170

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

170 180

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

180

5187.7

127.8

1.000

1.000

8677.7

137895.1

6.3

B31.3

190

2538.0

-87.7

1.000

1.000

8753.5

137895.1

6.3

B31.3

190 195

2538.0 270.9

87.7 -87.7

1.000 1.000

1.000 1.000

8753.5 6487.0

137895.1 137895.1

6.3 4.7

B31.3 B31.3

195 198

270.9 216.2

87.7 -87.7

1.000 1.000

1.000 1.000

6487.0 6432.2

137895.1 137895.1

4.7 4.7

B31.3 B31.3

198 199

495.4 5855.7

87.7 -109.2

1.833 1.833

1.527 1.527

6587.6 10979.4

137895.1 137895.1

4.8 8.0

B31.3 B31.3

199 200

5855.7 13411.3

109.2 -64.9

1.833 1.833

1.527 1.527

10979.4 17148.4

137895.1 137895.1

8.0 12.4

B31.3 B31.3

200 205

5488.4 8524.2

64.9 -64.9

1.000 1.000

1.000 1.000

12578.5 15583.4

137895.1 137895.1

9.1 11.3

B31.3 B31.3

205 210

8524.2 34726.5

64.9 -64.9

1.000 1.700

1.000 1.700

15583.4 33034.9

137895.1 137895.1

11.3 24.0

B31.3 B31.3

210 213

40244.2 2808.9

107.6 -107.6

1.700 1.000

1.700 1.000

37253.8 9831.1

137895.1 137895.1

27.0 7.1

B31.3 B31.3

213 215

2808.9 3523.7

107.6 -107.6

1.000 1.000

1.000 1.000

10429.5 11014.3

137895.1 137895.1

7.6 8.0

B31.3 B31.3

215 218

3523.7 5151.4

107.6 -107.6

1.000 1.000

1.000 1.000

11014.3 12500.0

137895.1 137895.1

8.0 9.1

B31.3 B31.3

218 219

12064.9 10464.6

107.6 -1014.7

1.833 1.833

1.527 1.527

16396.8 15239.5

137895.1 137895.1

11.9 11.1

B31.3 B31.3

219 220

10464.6 5898.0

1014.7 -1321.7

1.833 1.833

1.527 1.527

15239.5 11690.3

137895.1 137895.1

11.1 8.5

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 0.0 0.0 0.0 0.0

Ratio %

Piping Code

0.0 0.0

B31.3 B31.3

 

 

220 225

Bending Stress KPa 2416.8 1336.4

Torsion Stress KPa 1321.7 -1321.7

1.000 1.000

SIF/Index Out Plane 1.000 1.000

225 230

1336.4 7730.1

1321.7 -1321.7

1.000 1.000

1.000 1.000

8711.1 14930.0

137895.1 137895.1

6.3 10.8

B31.3 B31.3

120 240

23935.6 886.9

101.6 -119.7

1.000 1.000

1.031 1.000

27837.1 10037.5

137895.1 137895.1

20.2 7.3

B31.3 B31.3

240 243

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

243 246

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

246 250

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

250

7334.0

119.7

1.000

1.000

16483.5

137895.1

12.0

B31.3

210

37858.8

-122.6

1.700

1.700

37542.7

137895.1

27.2

B31.3

230 268

7472.3 1425.1

1277.6 -1277.6

1.000 1.000

1.000 1.000

14399.0 8515.6

137895.1 137895.1

10.4 6.2

B31.3 B31.3

268 269

2922.2 4407.0

1277.6 -1627.7

1.805 1.805

1.505 1.505

9249.7 10292.1

137895.1 137895.1

6.7 7.5

B31.3 B31.3

269 270

4407.0 6747.8

1627.7 -1541.6

1.805 1.805

1.505 1.505

10292.1 11753.3

137895.1 137895.1

7.5 8.5

B31.3 B31.3

270 280

2834.1 9628.8

1541.6 -1552.9

1.000 1.949

1.000 1.949

9622.2 13820.7

137895.1 137895.1

7.0 10.0

B31.3 B31.3

280 290

1027.7 9472.7

452.7 -452.7

1.949 1.000

1.949 1.000

9067.5 17747.2

137895.1 137895.1

6.6 12.9

B31.3 B31.3

290 298

9472.7 6720.2

452.7 -452.7

1.000 1.000

1.000 1.000

17868.0 15119.8

137895.1 137895.1

13.0 11.0

B31.3 B31.3

298 299

15604.4 11888.5

452.7 -1629.1

2.089 2.089

1.741 1.741

20096.1 17602.3

137895.1 137895.1

14.6 12.8

B31.3 B31.3

299 300

11888.5 6464.4

1629.1 -2414.1

2.089 2.089

1.741 1.741

17602.3 14087.4

137895.1 137895.1

12.8 10.2

B31.3 B31.3

300 310

2783.5 2771.6

2414.1 -2414.1

1.000 1.000

1.000 1.000

12168.2 12157.3

137895.1 137895.1

8.8 8.8

B31.3 B31.3

310 320

2771.6 402.5

2414.1 -2414.1

1.000 1.000

1.000 1.000

12157.3 10027.2

137895.1 137895.1

8.8 7.3

B31.3 B31.3

280 330

2869.3 7390.2

-995.8 995.8

1.949 1.000

1.949 1.000

10589.8 15765.4

137895.1 137895.1

7.7 11.4

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 9746.1 137895.1 8711.1 137895.1

Ratio %

Piping Code

7.1 6.3

B31.3 B31.3

 

 

330 338

Bending Stress KPa 7390.2 7710.5

Torsion Stress KPa -995.8 995.8

1.000 1.000

SIF/Index Out Plane 1.000 1.000

338 339

21480.7 21680.6

-995.8 909.0

2.089 2.089

1.741 1.741

24440.7 24572.8

137895.1 137895.1

17.7 17.8

B31.3 B31.3

339 340

21680.6 21614.1

-909.0 689.6

2.089 2.089

1.741 1.741

24572.8 24519.2

137895.1 137895.1

17.8 17.8

B31.3 B31.3

340 348

7797.2 6980.6

-689.6 689.6

1.000 1.000

1.000 1.000

16126.0 15365.4

137895.1 137895.1

11.7 11.1

B31.3 B31.3

348 349

19346.0 18444.0

-689.6 880.8

2.089 2.089

1.741 1.741

22873.9 22190.9

137895.1 137895.1

16.6 16.1

B31.3 B31.3

349 350

18444.0 17700.6

-880.8 932.3

2.089 2.089

1.741 1.741

22190.9 21604.9

137895.1 137895.1

16.1 15.7

B31.3 B31.3

350

6353.9

-932.3

1.000

1.000

14721.3

137895.1

10.7

B31.3

360

4703.7

932.3

1.000

1.000

13086.1

137895.1

9.5

B31.3

360 370

4703.7 21814.2

-932.3 932.3

1.000 1.000

1.000 1.000

13086.1 30120.8

137895.1 137895.1

9.5 21.8

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 15765.4 137895.1 16083.2 137895.1

Ratio %

Piping Code

11.4 11.7

B31.3 B31.3

 

 

Piping Code: B31.3

= B31.3 -2014, Feb 27, 2014

CODE STRESS CHECK PASSED Highest Stresses: ( KPa Ratio (%): Code Stress: Axial Stress: Bending Stress: Torsion Stress: Hoop Stress: Max Stress Intensity:

10 20

Bending Stress KPa 0.0 0.0

Torsion Stress KPa 0.0 0.0

20 30

0.0 0.0

30 39

: LOADCASE 4 (OCC) HP ) 6.8 12521.0 12521.0 0.0 0.0 25518.3 26983.6

@Node 290 Allowable Stress: @Node 290 @Node 20 @Node 20 @Node 290 @Node 290

183400.5

0.000 0.000

SIF/Index Out Plane 0.000 0.000

0.0 0.0

1.000 1.000

1.000 1.000

12170.7 10652.4

183400.5 183400.5

6.6 5.8

B31.3 B31.3

0.0 0.0

0.0 0.0

1.961 1.961

1.634 1.634

10652.4 10652.4

183400.5 183400.5

5.8 5.8

B31.3 B31.3

39 40

0.0 0.0

0.0 0.0

1.961 1.961

1.634 1.634

10652.4 10652.4

183400.5 183400.5

5.8 5.8

B31.3 B31.3

40 45

0.0 0.0

0.0 0.0

1.000 1.000

1.000 1.000

10652.4 10652.4

183400.5 183400.5

5.8 5.8

B31.3 B31.3

45 50

0.0 0.0

0.0 0.0

1.000 1.825

1.000 1.825

10652.4 10652.4

183400.5 183400.5

5.8 5.8

B31.3 B31.3

50 55

0.0 0.0

0.0 0.0

1.825 1.000

1.825 1.000

10652.4 10652.4

183400.5 183400.5

5.8 5.8

B31.3 B31.3

55 60

0.0 0.0

0.0 0.0

1.000 1.000

1.000 1.000

10652.4 10652.4

183400.5 183400.5

5.8 5.8

B31.3 B31.3

50 110

0.0 0.0

0.0 0.0

1.825 1.000

1.825 1.000

4047.5 4047.5

183400.5 183400.5

2.2 2.2

B31.3 B31.3

110 120

0.0 0.0

0.0 0.0

1.000 1.000

1.000 1.031

4047.5 4047.5

183400.5 183400.5

2.2 2.2

B31.3 B31.3

120 130

0.0 0.0

0.0 0.0

1.000 1.000

1.031 1.000

4047.5 4047.5

183400.5 183400.5

2.2 2.2

B31.3 B31.3

130 133

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

133

0.0

0.0

0.000

0.000

0.0

0.0

0.0

B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 0.0 0.0 0.0 0.0

Ratio %

Piping Code

0.0 0.0

B31.3 B31.3

 

 

136

Bending Stress KPa 0.0

Torsion Stress KPa 0.0

0.000

SIF/Index Out Plane 0.000

136 140

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

140 145

0.0 0.0

0.0 0.0

1.000 1.000

1.000 1.000

4047.5 4047.5

183400.5 183400.5

2.2 2.2

B31.3 B31.3

145 150

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

150 160

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

160 170

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

170 180

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

180 190

0.0 0.0

0.0 0.0

1.000 1.000

1.000 1.000

6292.2 10293.8

183400.5 183400.5

3.4 5.6

B31.3 B31.3

190 195

0.0 0.0

0.0 0.0

1.000 1.000

1.000 1.000

10293.8 10293.8

183400.5 183400.5

5.6 5.6

B31.3 B31.3

195 198

0.0 0.0

0.0 0.0

1.000 1.000

1.000 1.000

10293.8 10293.8

183400.5 183400.5

5.6 5.6

B31.3 B31.3

198 199

0.0 0.0

0.0 0.0

1.833 1.833

1.527 1.527

10293.8 10293.8

183400.5 183400.5

5.6 5.6

B31.3 B31.3

199 200

0.0 0.0

0.0 0.0

1.833 1.833

1.527 1.527

10293.8 10293.8

183400.5 183400.5

5.6 5.6

B31.3 B31.3

200 205

0.0 0.0

0.0 0.0

1.000 1.000

1.000 1.000

10293.8 10293.8

183400.5 183400.5

5.6 5.6

B31.3 B31.3

205 210

0.0 0.0

0.0 0.0

1.000 1.700

1.000 1.700

10293.8 10293.8

183400.5 183400.5

5.6 5.6

B31.3 B31.3

210 213

0.0 0.0

0.0 0.0

1.700 1.000

1.700 1.000

10293.8 10293.8

183400.5 183400.5

5.6 5.6

B31.3 B31.3

213 215

0.0 0.0

0.0 0.0

1.000 1.000

1.000 1.000

10293.8 10293.8

183400.5 183400.5

5.6 5.6

B31.3 B31.3

215

0.0

0.0

1.000

1.000

10293.8

183400.5

5.6

B31.3

218

0.0

0.0

1.000

1.000

10293.8

183400.5

5.6

B31.3

218 219

0.0 0.0

0.0 0.0

1.833 1.833

1.527 1.527

10293.8 10293.8

183400.5 183400.5

5.6 5.6

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 0.0 0.0

Ratio %

Piping Code

0.0

B31.3

219

0.0

0.0

220

Bending Stress KPa 0.0

Torsion Stress KPa 0.0

220 225

0.0 0.0

225 230

1.833

1.527

10293.8

183400.5

5.6

B31.3

Ratio %

Piping Code

5.6

B31.3

 

 

1.833

SIF/Index Out Plane 1.527

0.0 0.0

1.000 1.000

1.000 1.000

10293.8 10293.8

183400.5 183400.5

5.6 5.6

B31.3 B31.3

0.0 0.0

0.0 0.0

1.000 1.000

1.000 1.000

10293.8 10293.8

183400.5 183400.5

5.6 5.6

B31.3 B31.3

120 240

0.0 0.0

0.0 0.0

1.000 1.000

1.031 1.000

3757.8 3757.8

183400.5 183400.5

2.0 2.0

B31.3 B31.3

240 243

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

243 246

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

246 250

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

250 210

0.0 0.0

0.0 0.0

1.000 1.700

1.000 1.700

3757.8 3757.8

183400.5 183400.5

2.0 2.0

B31.3 B31.3

230 268

0.0 0.0

0.0 0.0

1.000 1.000

1.000 1.000

9900.4 9900.4

183400.5 183400.5

5.4 5.4

B31.3 B31.3

268 269

0.0 0.0

0.0 0.0

1.805 1.805

1.505 1.505

9900.4 9900.4

183400.5 183400.5

5.4 5.4

B31.3 B31.3

269 270

0.0 0.0

0.0 0.0

1.805 1.805

1.505 1.505

9900.4 9900.4

183400.5 183400.5

5.4 5.4

B31.3 B31.3

270 280

0.0 0.0

0.0 0.0

1.000 1.949

1.000 1.949

9900.4 9900.4

183400.5 183400.5

5.4 5.4

B31.3 B31.3

280 290

0.0 0.0

0.0 0.0

1.949 1.000

1.949 1.000

12521.0 12521.0

183400.5 183400.5

6.8 6.8

B31.3 B31.3

290 298

0.0 0.0

0.0 0.0

1.000 1.000

1.000 1.000

12521.0 12521.0

183400.5 183400.5

6.8 6.8

B31.3 B31.3

298 299

0.0 0.0

0.0 0.0

2.089 2.089

1.741 1.741

12521.0 12521.0

183400.5 183400.5

6.8 6.8

B31.3 B31.3

299 300

0.0 0.0

0.0 0.0

2.089 2.089

1.741 1.741

12521.0 12521.0

183400.5 183400.5

6.8 6.8

B31.3 B31.3

300

0.0

0.0

1.000

1.000

12521.0

183400.5

6.8

B31.3

310

0.0

0.0

1.000

1.000

12521.0

183400.5

6.8

B31.3

310 320

0.0 0.0

0.0 0.0

1.000 1.000

1.000 1.000

12521.0 12521.0

183400.5 183400.5

6.8 6.8

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 10293.8 183400.5

280

0.0

0.0

330

Bending Stress KPa 0.0

Torsion Stress KPa 0.0

330 338

0.0 0.0

338 339

1.949

1.949

12521.0

183400.5

6.8

B31.3

Ratio %

Piping Code

6.8

B31.3

 

 

1.000

SIF/Index Out Plane 1.000

0.0 0.0

1.000 1.000

1.000 1.000

12521.0 12521.0

183400.5 183400.5

6.8 6.8

B31.3 B31.3

0.0 0.0

0.0 0.0

2.089 2.089

1.741 1.741

12521.0 12521.0

183400.5 183400.5

6.8 6.8

B31.3 B31.3

339 340

0.0 0.0

0.0 0.0

2.089 2.089

1.741 1.741

12521.0 12521.0

183400.5 183400.5

6.8 6.8

B31.3 B31.3

340 348

0.0 0.0

0.0 0.0

1.000 1.000

1.000 1.000

12521.0 12521.0

183400.5 183400.5

6.8 6.8

B31.3 B31.3

348 349

0.0 0.0

0.0 0.0

2.089 2.089

1.741 1.741

12521.0 12521.0

183400.5 183400.5

6.8 6.8

B31.3 B31.3

349 350

0.0 0.0

0.0 0.0

2.089 2.089

1.741 1.741

12521.0 12521.0

183400.5 183400.5

6.8 6.8

B31.3 B31.3

350 360

0.0 0.0

0.0 0.0

1.000 1.000

1.000 1.000

12521.0 12521.0

183400.5 183400.5

6.8 6.8

B31.3 B31.3

360 370

0.0 0.0

0.0 0.0

1.000 1.000

1.000 1.000

12521.0 12521.0

183400.5 183400.5

6.8 6.8

B31.3 B31.3

Node

Piping Code: B31.3

SIF/Index In Plane

= B31.3 -2014, Feb 27, 2014

CODE STRESS CHECK PASSED Highest Stresses: (

KPa

Ratio (%): Code Stress: Axial Stress: Bending Stress: Torsion Stress: Hoop Stress: Max Stress Intensity:

10 20

Bending Stress KPa 0.0 0.0

Torsion Stress KPa 0.0 0.0

20

335.9

30 30 39

Node

Code  Allowable Stress Stress KPa KPa 12521.0 183400.5

: LOADCASE 5 (OCC) U1 ) 5.4 9983.6 1737.8 9863.0 1260.5 0.0 9983.6

@Node 213 Allowable Stress: @Node 210 @Node 213 @Node 280 @Node 20 @Node 213

0.000 0.000

SIF/Index Out Plane 0.000 0.000

122.4

1.000

1.000

415.7

183400.5

0.2

B31.3

217.6

-181.6

1.000

1.000

423.5

183400.5

0.2

B31.3

474.3 203.4

181.6 -119.6

1.961 1.961

1.634 1.634

508.5 284.2

183400.5 183400.5

0.3 0.2

B31.3 B31.3

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 0.0 0.0 0.0 0.0

183400.5

Ratio %

Piping Code

0.0 0.0

B31.3 B31.3

39

203.4

119.6

40

Bending Stress KPa 43.3

Torsion Stress KPa -106.8

40 45

19.8 472.8

45 50

1.961

1.634

284.2

183400.5

0.2

B31.3

Ratio %

Piping Code

0.1

B31.3

 

 

1.961

SIF/Index Out Plane 1.634

106.8 -106.8

1.000 1.000

1.000 1.000

214.7 520.1

183400.5 183400.5

0.1 0.3

B31.3 B31.3

472.8 789.6

106.8 -106.8

1.000 1.825

1.000 1.825

520.1 630.9

183400.5 183400.5

0.3 0.3

B31.3 B31.3

50 55

796.4 79 6.4 7.2

-67.7 67.7

1.825 1.000

1.825 1.000

631.3 631.3 138.0

183400.5 183400.5

0.3 0.1

B31.3 B31.3

55 60

7.2 433.1

-67.7 67.7

1.000 1.000

1.000 1.000

138.0 472.2

183400.5 183400.5

0.1 0.3

B31.3 B31.3

50 110

5355.6 1434.7

-7.2 7.1

1.825 1.000

1.825 1.000

4021.0 1439.1

183400.5 183400.5

2.2 0.8

B31.3 B31.3

110 120

1434.7 5217.3

-7.1 7.1

1.000 1.000

1.000 1.031

1518.0 4155.9

183400.5 183400.5

0.8 2.3

B31.3 B31.3

120 130

5160.6 2693.8

167.6 -167.6

1.000 1.000

1.031 1.000

4127.5 2799.8

183400.5 183400.5

2.3 1.5

B31.3 B31.3

130 133

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

133 136

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

136 140

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

140 145

797.1 2428.8

167.6 -167.6

1.000 1.000

1.000 1.000

944.4 2536.9

183400.5 183400.5

0.5 1.4

B31.3 B31.3

145 150

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

150 160

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

160 170

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

170 180

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

180

707.5

-271.7

1.000

1.000

984.7

183400.5

0.5

B31.3

190

508.6

186.4

1.000

1.000

723.8

183400.5

0.4

B31.3

190 195

508.6 744.1

-186.4 186.4

1.000 1.000

1.000 1.000

723.8 952.3

183400.5 183400.5

0.4 0.5

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 216.3 216.3 183400.5

195

744.1

-186.4

198

Bending Stress KPa 805.5

Torsion Stress KPa 186.4

198 199

1726.1 1114.8

199 200

1.000

1.000

952.3

183400.5

0.5

B31.3

Ratio %

Piping Code

0.6

B31.3

 

 

1.000

SIF/Index Out Plane 1.000

-186.4 399.0

1.833 1.833

1.527 1.527

1478.4 1262.6

183400.5 183400.5

0.8 0.7

B31.3 B31.3

1114.8 666.3

-399.0 416.5

1.833 1.833

1.527 1.527

1262.6 999.4

183400.5 183400.5

0.7 0.5

B31.3 B31.3

200 205

303.4 982.8

-416.5 416.5

1.000 1.000

1.000 1.000

905.8 1328.8

183400.5 183400.5

0.5 0.7

B31.3 B31.3

205 210

982.8 6723.6

-416.5 416.5

1.000 1.700

1.000 1.700

1328.8 5162.8

183400.5 183400.5

0.7 2.8

B31.3 B31.3

210 213

6804.4 9863.0

-588.5 588.5

1.700 1.000

1.700 1.000

5286.9 9983.6

183400.5 183400.5

2.9 5.4

B31.3 B31.3

213 215

9863.0 4360.0

-588.5 588.5

1.000 1.000

1.000 1.000

9933.5 4516.5

183400.5 183400.5

5.4 2.5

B31.3 B31.3

215 218

4360.0 413.6

-588.5 588.5

1.000 1.000

1.000 1.000

4516.5 1247.7

183400.5 183400.5

2.5 0.7

B31.3 B31.3

218 219

869.0 642.9

-588.5 708.6

1.833 1.833

1.527 1.527

1345.6 1499.8

183400.5 183400.5

0.7 0.8

B31.3 B31.3

219 220

642.9 672.6

-708.6 714.0

1.833 1.833

1.527 1.527

1499.8 1518.7

183400.5 183400.5

0.8 0.8

B31.3 B31.3

220 225

291.2 1267.4

-714.0 714.0

1.000 1.000

1.000 1.000

1459.9 1917.7

183400.5 183400.5

0.8 1.0

B31.3 B31.3

225 230

1267.4 2304.3

-714.0 714.0

1.000 1.000

1.000 1.000

1917.7 2721.6

183400.5 183400.5

1.0 1.5

B31.3 B31.3

120 240

828.9 399.4

-53.3 62.7

1.000 1.000

1.031 1.000

2141.8 1952.0

183400.5 183400.5

1.2 1.1

B31.3 B31.3

240 243

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

243 246

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

246 250

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

250

1025.4

-62.7

1.000

1.000

2728.1

183400.5

1.5

B31.3

210

5376.5

64.3

1.700

1.700

5771.5

183400.5

3.1

B31.3

230 268

2227.4 2114.1

-690.1 690.1

1.000 1.000

1.000 1.000

2630.8 2535.0

183400.5 183400.5

1.4 1.4

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 1012.7 183400.5

268

4570.4

-690.1

269

Bending Stress KPa 4673.9

Torsion Stress KPa 1199.9

269 270

4673.9 4992.1

270 280

1.805

1.505

3706.6

183400.5

2.0

B31.3

Ratio %

Piping Code

2.4

B31.3

 

 

1.805

SIF/Index Out Plane 1.505

-1199.9 1251.3

1.805 1.805

1.505 1.505

4339.0 4630.3

183400.5 183400.5

2.4 2.5

B31.3 B31.3

2094.5 5266.0

-1251.3 1260.5

1.000 1.949

1.000 1.949

3362.7 4815.5

183400.5 183400.5

1.8 2.6

B31.3 B31.3

280 290

3976.2 1129.8

-173.1 173.1

1.949 1.000

1.949 1.000

3136.8 1270.6

183400.5 183400.5

1.7 0.7

B31.3 B31.3

290 298

1129.8 910.9

-173.1 173.1

1.000 1.000

1.000 1.000

1270.6 1037.2

183400.5 183400.5

0.7 0.6

B31.3 B31.3

298 299

2503.3 2487.2

-173.1 115.2

2.089 2.089

1.741 1.741

1974.9 1940.9

183400.5 183400.5

1.1 1.1

B31.3 B31.3

299 300

2487.2 2568.8

-115.2 53.6

2.089 2.089

1.741 1.741

1940.9 1979.2

183400.5 183400.5

1.1 1.1

B31.3 B31.3

300 310

937.5 937.5 1270.3

-53.6 53.6

1.000 1.000

1.000 1.000

993.0 1336.6

183400.5 183400.5

0.5 0.7

B31.3 B31.3

310 320

1270.3 3594.0

-53.6 53.6

1.000 1.000

1.000 1.000

1336.6 3711.0

183400.5 183400.5

0.7 2.0

B31.3 B31.3

280 330

3691.7 2201.8

-48.2 48.2

1.949 1.000

1.949 1.000

3091.9 2632.2

183400.5 183400.5

1.7 1.4

B31.3 B31.3

330 338

2201.8 2338.2

-48.2 48.2

1.000 1.000

1.000 1.000

2632.2 2785.1

183400.5 183400.5

1.4 1.5

B31.3 B31.3

338 339

6483.6 6121.2

-48.2 -31.5

2.089 2.089

1.741 1.741

5308.9 5022.0

183400.5 183400.5

2.9 2.7

B31.3 B31.3

339 340

6121.2 4674.1

31.5 -102.1

2.089 2.089

1.741 1.741

5022.0 3859.2

183400.5 183400.5

2.7 2.1

B31.3 B31.3

340 348

1686.9 1258.8

102.1 -102.1

1.000 1.000

1.000 1.000

2045.3 1642.6

183400.5 183400.5

1.1 0.9

B31.3 B31.3

348 349

3489.2 5062.3

102.1 -52.7

2.089 2.089

1.741 1.741

2994.9 4273.4

183400.5 183400.5

1.6 2.3

B31.3 B31.3

349 350

5062.3 5485.8

52.7 0.5

2.089 2.089

1.741 1.741

4273.4 4623.9

183400.5 183400.5

2.3 2.5

B31.3 B31.3

350

1974.6

-0.5

1.000

1.000

2484.2

183400.5

1.4

B31.3

360

1613.0

0.5

1.000

1.000

2162.3

183400.5

1.2

B31.3

360 370

1613.0 504.6

-0.5 0.5

1.000 1.000

1.000 1.000

2162.3 1266.1

183400.5 183400.5

1.2 0.7

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 4339.0 183400.5

 

 

Piping Code: B31.3

= B31.3 -2014, Feb 27, 2014

CODE STRESS CHECK PASSED Highest Stresses: ( KPa Ratio (%): Code Stress: Axial Stress: Bending Stress: Torsion Stress: Hoop Stress: Max Stress Intensity:

10 20

Bending Stress KPa 0.0 0.0

Torsion Stress KPa 0.0 0.0

20 30

236.1 79.8

30 39

: LOADCASE 6 (OCC) U2 ) 5.7 10462.5 1449.3 10456.8 704.6 0.0 10462.5

@Node 320 Allowable Stress: @Node 240 @Node 320 @Node 290 @Node 20 @Node 320

0.000 0.000

SIF/Index Out Plane 0.000 0.000

61.5 -91.2

1.000 1.000

1.000 1.000

329.8 243.4

183400.5 183400.5

0.2 0.1

B31.3 B31.3

174.4 807.5

91.2 -103.9

1.961 1.961

1.634 1.634

279.8 763.7

183400.5 183400.5

0.2 0.4

B31.3 B31.3

39 40

807.5 586.4 586.4

103.9 -78.7

1.961 1.961

1.634 1.634

763.7 570.9 570.9

183400.5 183400.5

0.4 0.3

B31.3 B31.3

40 45

231.5 666.0 666.0

78.7 -78.7

1.000 1.000

1.000 1.000

375.1 790.8 790.8

183400.5 183400.5

0.2 0.4

B31.3 B31.3

45 50

666.0 2909.0

78.7 -78.7

1.000 1.825

1.000 1.825

790.8 2296.1

183400.5 183400.5

0.4 1.3

B31.3 B31.3

50 55

3374.9 204.7

-125.4 125.4

1.825 1.000

1.825 1.000

2675.5 420.3

183400.5 183400.5

1.5 0.2

B31.3 B31.3

55 60

204.7 2165.4

-125.4 125.4

1.000 1.000

1.000 1.000

420.3 2311.6

183400.5 183400.5

0.2 1.3

B31.3 B31.3

50 110

6904.7 3924.5

119.7 -118.5

1.825 1.000

1.825 1.000

5402.2 4142.3

183400.5 183400.5

2.9 2.3

B31.3 B31.3

110 120

3924.5 1482.4

118.5 -118.5

1.000 1.000

1.000 1.031

4390.6 1622.1

183400.5 183400.5

2.4 0.9

B31.3 B31.3

120 130

1751.9 505.7

132.5 -132.5

1.000 1.000

1.031 1.000

1741.1 901.7

183400.5 183400.5

0.9 0.5

B31.3 B31.3

130

0.0

0.0

0.000

0.000

0.0

0.0

0.0

B31.3

133

0.0

0.0

0.000

0.000

0.0

0.0

0.0

B31.3

133 136

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 0.0 0.0 0.0 0.0

183400.5

Ratio %

Piping Code

0.0 0.0

B31.3 B31.3

 

 

136 140

Bending Stress KPa 0.0 0.0

Torsion Stress KPa 0.0 0.0

0.000 0.000

SIF/Index Out Plane 0.000 0.000

140

3118.7

132.5

1.000

1.000

3416.8

183400.5

1.9

B31.3

145

5503.0

-132.5

1.000

1.000

5790.0

183400.5

3.2

B31.3

145 150

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

150 160

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

160 170

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

170 180

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

180

1090.8

-66.6

1.000

1.000

1248.4

183400.5

0.7

B31.3

190

533.4

45.7

1.000

1.000

677.3

183400.5

0.4

B31.3

190 195

533.4 53 3.4 58.5

-45.7 45.7

1.000 1.000

1.000 1.000

677.3 216.5

183400.5 183400.5

0.4 0.1

B31.3 B31.3

195 198

58.5 47.7

-45.7 45.7

1.000 1.000

1.000 1.000

216.5 206.7

183400.5 183400.5

0.1 0.1

B31.3 B31.3

198 199

108.9 10 8.9 1240.3

-45.7 41.7

1.833 1.833

1.527 1.527

237.6 993.2

183400.5 183400.5

0.1 0.5

B31.3 B31.3

199 200

1240.3 2842.5

-41.7 10.1

1.833 1.833

1.527 1.527

993.2 2179.2

183400.5 183400.5

0.5 1.2

B31.3 B31.3

200 205

1164.5 1807.8

-10.1 10.1

1.000 1.000

1.000 1.000

1211.9 1848.6

183400.5 183400.5

0.7 1.0

B31.3 B31.3

205 210

1807.8 7365.6

-10.1 10.1

1.000 1.700

1.000 1.700

1848.6 5550.1

183400.5 183400.5

1.0 3.0

B31.3 B31.3

210 213

8527.5 492.5

-27.1 27.1

1.700 1.000

1.700 1.000

6438.2 526.9

183400.5 183400.5

3.5 0.3

B31.3 B31.3

213 215

492.5 49 2.5 1011.7

-27.1 27.1

1.000 1.000

1.000 1.000

661.8 1152.1

183400.5 183400.5

0.4 0.6

B31.3 B31.3

215 218

1011.7 1779.5

-27.1 27.1

1.000 1.000

1.000 1.000

1152.1 1888.9

183400.5 183400.5

0.6 1.0

B31.3 B31.3

218 219

4311.1 4204.0

-27.1 168.2

1.833 1.833

1.527 1.527

3342.4 3269.5

183400.5 183400.5

1.8 1.8

B31.3 B31.3

219 220

4204.0 3338.4

-168.2 209.1

1.833 1.833

1.527 1.527

3269.5 2576.0

183400.5 183400.5

1.8 1.4

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 0.0 0.0 0.0 0.0

Ratio %

Piping Code

0.0 0.0

B31.3 B31.3

 

 

220 225

Bending Stress KPa 1366.4 527.7

Torsion Stress KPa -209.1 209.1

1.000 1.000

SIF/Index Out Plane 1.000 1.000

225

527.7

-209.1

1.000

1.000

703.5

183400.5

0.4

B31.3

230

1266.0

209.1

1.000

1.000

1369.4

183400.5

0.7

B31.3

120 240

5060.9 171.0

-63.1 74.3

1.000 1.000

1.031 1.000

5402.7 1627.1

183400.5 183400.5

2.9 0.9

B31.3 B31.3

240 243

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

243 246

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

246 250

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

250

1569.6

-74.3

1.000

1.000

3022.6

183400.5

1.6

B31.3

210

7978.1

76.1

1.700

1.700

7434.4

183400.5

4.1

B31.3

230 268

1223.7 566.5

-202.1 202.1

1.000 1.000

1.000 1.000

1323.7 726.1

183400.5 183400.5

0.7 0.4

B31.3 B31.3

268 269

1183.4 1476.8

-202.1 373.5

1.805 1.805

1.505 1.505

1008.8 1350.2

183400.5 183400.5

0.6 0.7

B31.3 B31.3

269 270

1476.8 1949.4

-373.5 432.4

1.805 1.805

1.505 1.505

1350.2 1755.3

183400.5 183400.5

0.7 1.0

B31.3 B31.3

270 280

810.0 2964.9

-432.4 435.6

1.000 1.949

1.000 1.949

1230.6 2453.0

183400.5 183400.5

0.7 1.3

B31.3 B31.3

280 290

9138.6 2402.7

-704.6 704.6

1.949 1.000

1.949 1.000

7020.7 2806.1

183400.5 183400.5

3.8 1.5

B31.3 B31.3

290 298

2402.7 1609.4

-704.6 704.6

1.000 1.000

1.000 1.000

2806.1 2157.2

183400.5 183400.5

1.5 1.2

B31.3 B31.3

298 299

3796.4 4124.3

-704.6 379.9

2.089 2.089

1.741 1.741

3198.3 3200.5

183400.5 183400.5

1.7 1.7

B31.3 B31.3

299 300

4124.3 3845.6

-379.9 49.3

2.089 2.089

1.741 1.741

3200.5 2891.2

183400.5 183400.5

1.7 1.6

B31.3 B31.3

300 310

1642.0 5703.8

-49.3 49.3

1.000 1.000

1.000 1.000

1650.2 5709.9

183400.5 183400.5

0.9 3.1

B31.3 B31.3

310 320

5703.8 10456.8

-49.3 49.3

1.000 1.000

1.000 1.000

5709.9 10462.5

183400.5 183400.5

3.1 5.7

B31.3 B31.3

280 330

9868.9 2858.3

-275.0 275.0

1.949 1.000

1.949 1.000

7445.1 2933.3

183400.5 183400.5

4.1 1.6

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 1465.3 183400.5 703.5 183400.5

Ratio %

Piping Code

0.8 0.4

B31.3 B31.3

 

 

330 338

Bending Stress KPa 2858.3 2568.5

Torsion Stress KPa -275.0 275.0

1.000 1.000

SIF/Index Out Plane 1.000 1.000

338

7130.7

-275.0

2.089

1.741

5399.2

183400.5

2.9

B31.3

339

6700.8

325.3

2.089

1.741

5114.4

183400.5

2.8

B31.3

339 340

6700.8 6421.9

-325.3 320.4

2.089 2.089

1.741 1.741

5114.4 4925.5

183400.5 183400.5

2.8 2.7

B31.3 B31.3

340 348

2307.0 1952.5

-320.4 320.4

1.000 1.000

1.000 1.000

2459.1 2129.8

183400.5 183400.5

1.3 1.2

B31.3 B31.3

348 349

5421.7 4991.0

-320.4 353.6

2.089 2.089

1.741 1.741

4194.1 3865.0

183400.5 183400.5

2.3 2.1

B31.3 B31.3

349 350

4991.0 4461.2

-353.6 338.6

2.089 2.089

1.741 1.741

3865.0 3436.3

183400.5 183400.5

2.1 1.9

B31.3 B31.3

350

1605.1

-338.6

1.000

1.000

1763.4

183400.5

1.0

B31.3

360

401.4

338.6

1.000

1.000

799.3

183400.5

0.4

B31.3

360 370

401.4 9808.6

-338.6 338.6

1.000 1.000

1.000 1.000

799.3 9855.0

183400.5 183400.5

0.4 5.4

B31.3 B31.3

Node

Piping Code: B31.3

SIF/Index In Plane

Ratio %

Piping Code

1.6 1.4

B31.3 B31.3

= B31.3 -2014, Feb 27, 2014

CODE STRESS CHECK PASSED Highest Stresses: ( Ratio (%): Code Stress:

KPa

Axial Stress: Bending Stress: Torsion Stress: Hoop Stress: Max Stress Intensity:

10 20

Bending Stress KPa 0.0 0.0

Torsion Stress KPa 0.0 0.0

20 30

96.2 55.0

30 39 39 40

Node

Code  Allowable Stress Stress KPa KPa 2933.3 183400.5 2649.3 183400.5

: LOADCASE 7 (OCC) U3 ) 6.8 12526.8

@Node 370 Allowable Stress:

848.4 12310.8 1797.5 0.0 12911.2

@Node @Node @Node @Node @Node

183400.5

320 338 130 20 338

0.000 0.000

SIF/Index Out Plane 0.000 0.000

18.5 -27.4

1.000 1.000

1.000 1.000

103.5 78.1

183400.5 183400.5

0.1 0.0

B31.3 B31.3

143.8 39.0

27.4 -24.5

1.961 1.961

1.634 1.634

121.5 59.7

183400.5 183400.5

0.1 0.0

B31.3 B31.3

39.0 60.1

24.5 -17.2

1.961 1.961

1.634 1.634

59.7 63.1

183400.5 183400.5

0.0 0.0

B31.3 B31.3

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 0.0 0.0 0.0 0.0

Ratio %

Piping Code

0.0 0.0

B31.3 B31.3

 

 

40 45

Bending Stress KPa 25.7 78.6

Torsion Stress KPa 17.2 -17.2

1.000 1.000

SIF/Index Out Plane 1.000 1.000

45

78.6

17.2

1.000

1.000

144.6

183400.5

0.1

B31.3

50

504.6 504.6

-17.2

1.825

1.825

514.8 514.8

183400.5

0.3

B31.3

50 55

427.3 42 7.3 75.6

-19.7 19.7

1.825 1.000

1.825 1.000

366.1 366.1 91.5

183400.5 183400.5

0.2 0.0

B31.3 B31.3

55 60

75.6 41.6

-19.7 19.7

1.000 1.000

1.000 1.000

91.5 106.7

183400.5 183400.5

0.0 0.1

B31.3 B31.3

50 110

2231.6 4444.9

-1123.1 1112.0

1.825 1.000

1.825 1.000

2788.7 4978.1

183400.5 183400.5

1.5 2.7

B31.3 B31.3

110 120

4444.9 3721.4

-1112.0 1112.0

1.000 1.000

1.000 1.031

4986.8 3585.9

183400.5 183400.5

2.7 2.0

B31.3 B31.3

120

5090.2

-1797.5

1.000

1.031

5253.4

183400.5

2.9

B31.3

130

2244.1

1797.5

1.000

1.000

4244.5

183400.5

2.3

B31.3

130 133

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

133 136

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

136 140

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

140 145

1721.9 3657.8

-1797.5 1797.5

1.000 1.000

1.000 1.000

3991.5 5137.5

183400.5 183400.5

2.2 2.8

B31.3 B31.3

145 150

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

150 160

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

160 170

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

170 180

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

180 190

1571.6 823.5

1100.0 -754.8

1.000 1.000

1.000 1.000

2707.1 1722.1

183400.5 183400.5

1.5 0.9

B31.3 B31.3

190 195

823.5 90.2

754.8 -754.8

1.000 1.000

1.000 1.000

1722.1 1512.6

183400.5 183400.5

0.9 0.8

B31.3 B31.3

195 198

90.2 67.0

754.8 -754.8

1.000 1.000

1.000 1.000

1512.6 1511.3

183400.5 183400.5

0.8 0.8

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 48.1 183400.5 144.6 183400.5

Ratio %

Piping Code

0.0 0.1

B31.3 B31.3

 

 

198 199

Bending Stress KPa 136.6 3298.8

Torsion Stress KPa 754.8 -407.7

199

3298.8

200

1.833 1.833

SIF/Index Out Plane 1.527 1.527

407.7

1.833

1.527

2606.5

183400.5

1.4

B31.3

4645.1

397.4

1.833

1.527

3580.7

183400.5

2.0

B31.3

200 205

2280.2 2974.5

-397.4 397.4

1.000 1.000

1.000 1.000

2421.8 3086.1

183400.5 183400.5

1.3 1.7

B31.3 B31.3

205 210

2974.5 10774.3

-397.4 397.4

1.000 1.700

1.000 1.700

3086.1 8127.2

183400.5 183400.5

1.7 4.4

B31.3 B31.3

210 213

11480.1 6905.6

-397.6 397.6

1.700 1.000

1.700 1.000

8658.0 6962.6

183400.5 183400.5

4.7 3.8

B31.3 B31.3

213 215

6905.6 2219.8

-397.6 397.6

1.000 1.000

1.000 1.000

6967.9 2373.7

183400.5 183400.5

3.8 1.3

B31.3 B31.3

215

2219.8

-397.6

1.000

1.000

2373.7

183400.5

1.3

B31.3

218

1818.9

397.6

1.000

1.000

2000.4

183400.5

1.1

B31.3

218 219

4435.3 5911.2

-397.6 226.2

1.833 1.833

1.527 1.527

3436.5 4564.0

183400.5 183400.5

1.9 2.5

B31.3 B31.3

219 220

5911.2 6297.0

-226.2 -31.8

1.833 1.833

1.527 1.527

4564.0 4846.3

183400.5 183400.5

2.5 2.6

B31.3 B31.3

220 225

2600.6 2394.3

31.8 -31.8

1.000 1.000

1.000 1.000

2724.5 2491.5

183400.5 183400.5

1.5 1.4

B31.3 B31.3

225 230

2394.3 2181.3

31.8 -31.8

1.000 1.000

1.000 1.000

2491.5 2335.1

183400.5 183400.5

1.4 1.3

B31.3 B31.3

120 240

3263.4 1316.3

879.2 -1035.8

1.000 1.000

1.031 1.000

3491.1 2664.9

183400.5 183400.5

1.9 1.5

B31.3 B31.3

240 243

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

243 246

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

246 250

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

250 210

1993.7 849.7

1035.8 -1061.4

1.000 1.700

1.000 1.700

3135.5 2299.1

183400.5 183400.5

1.7 1.3

B31.3 B31.3

230 268

2108.6 2703.9

30.7 -30.7

1.000 1.000

1.000 1.000

2257.0 2932.6

183400.5 183400.5

1.2 1.6

B31.3 B31.3

268 269

6147.5 4971.3

30.7 -615.5

1.805 1.805

1.505 1.505

4839.1 4093.2

183400.5 183400.5

2.6 2.2

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 1513.4 183400.5 2606.5 183400.5

Ratio %

Piping Code

0.8 1.4

B31.3 B31.3

 

 

269 270

Bending Stress KPa 4971.3 1918.0

Torsion Stress KPa 615.5 -890.5

270

799.2

280

1.805 1.805

SIF/Index Out Plane 1.505 1.505

890.5

1.000

1.000

1955.0

183400.5

1.1

B31.3

2567.6

-897.0

1.949

1.949

2628.2

183400.5

1.4

B31.3

280 290

8534.6 922.0

425.8 -425.8

1.949 1.000

1.949 1.000

7027.2 1721.8

183400.5 183400.5

3.8 0.9

B31.3 B31.3

290 298

922.0 3527.4

425.8 -425.8

1.000 1.000

1.000 1.000

1726.5 4194.6

183400.5 183400.5

0.9 2.3

B31.3 B31.3

298 299

9818.3 11397.8

425.8 -446.4

2.089 2.089

1.741 1.741

7989.1 9271.9

183400.5 183400.5

4.4 5.1

B31.3 B31.3

299 300

11397.8 11405.2

446.4 -401.3

2.089 2.089

1.741 1.741

9271.9 9272.0

183400.5 183400.5

5.1 5.1

B31.3 B31.3

300

4099.5

401.3

1.000

1.000

4849.6

183400.5

2.6

B31.3

310

472.5

-401.3

1.000

1.000

1500.2

183400.5

0.8

B31.3

310 320

472.5 483.6

401.3 -401.3

1.000 1.000

1.000 1.000

1500.2 1555.1

183400.5 183400.5

0.8 0.8

B31.3 B31.3

280 330

7678.8 4924.4

-182.7 182.7

1.949 1.000

1.949 1.000

6364.8 5531.7

183400.5 183400.5

3.5 3.0

B31.3 B31.3

330 338

4924.4 4997.1

-182.7 182.7

1.000 1.000

1.000 1.000

5531.7 5604.2

183400.5 183400.5

3.0 3.1

B31.3 B31.3

338 339

12310.8 11624.9

-182.7 -633.2

2.089 2.089

1.741 1.741

9835.1 9375.2

183400.5 183400.5

5.4 5.1

B31.3 B31.3

339 340

11624.9 8940.1

633.2 -1339.2

2.089 2.089

1.741 1.741

9375.2 7648.4

183400.5 183400.5

5.1 4.2

B31.3 B31.3

340 348

3641.8 3074.3

1339.2 -1339.2

1.000 1.000

1.000 1.000

4898.0 4433.7

183400.5 183400.5

2.7 2.4

B31.3 B31.3

348 349

7562.4 9879.3

1339.2 -753.9

2.089 2.089

1.741 1.741

6690.4 8121.3

183400.5 183400.5

3.6 4.4

B31.3 B31.3

349 350

9879.3 10390.5

753.9 -88.8

2.089 2.089

1.741 1.741

8121.3 8390.0

183400.5 183400.5

4.4 4.6

B31.3 B31.3

350 360

4180.0 2849.9

88.8 -88.8

1.000 1.000

1.000 1.000

4778.5 3449.7

183400.5 183400.5

2.6 1.9

B31.3 B31.3

360 370

2849.9 11930.3

88.8 -88.8

1.000 1.000

1.000 1.000

3449.7 12526.8

183400.5 183400.5

1.9 6.8

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 4093.2 183400.5 2293.8 183400.5

Ratio %

Piping Code

2.2 1.3

B31.3 B31.3

Piping Code: B31.3

= B31.3 -2014, Feb 27, 2014

 

 

CODE STRESS CHECK PASSED Highest Stresses: ( KPa Ratio (%): Code Stress: Axial Stress: Bending Stress: Torsion Stress: Hoop Stress: Max Stress Intensity:

10 20

Bending Stress KPa 0.0 0.0

Torsion Stress KPa 0.0 0.0

20 30

1402.9 582.4

30 39

: LOADCASE 8 (OCC) L8=L3+L5 ) 23.6 43314.2 9010.4 47048.6 2360.5 17012.2 54270.3

@Node 210 Allowable Stress: @Node 370 @Node 210 @Node 300 @Node 290 @Node 210

183400.5

0.000 0.000

SIF/Index Out Plane 0.000 0.000

-165.0 244.9

1.000 1.000

1.000 1.000

9290.2 7563.0

183400.5 183400.5

5.1 4.1

B31.3 B31.3

1269.7 3955.7

-244.9 364.7

1.961 1.961

1.634 1.634

7878.2 9654.1

183400.5 183400.5

4.3 5.3

B31.3 B31.3

39 40

3955.7 2743.2

-364.7 259.6

1.961 1.961

1.634 1.634

9654.1 8873.7

183400.5 183400.5

5.3 4.8

B31.3 B31.3

40 45

1086.6 3578.3

-259.6 259.6

1.000 1.000

1.000 1.000

7917.7 10254.7

183400.5 183400.5

4.3 5.6

B31.3 B31.3

45 50

3578.3 14341.2

-259.6 259.6

1.000 1.825

1.000 1.825

10254.7 17412.1

183400.5 183400.5

5.6 9.5

B31.3 B31.3

50 55

16505.5 963.6

514.3 -514.3

1.825 1.000

1.825 1.000

18879.6 7615.0

183400.5 183400.5

10.3 4.2

B31.3 B31.3

55 60

963.6 10521.1

514.3 -514.3

1.000 1.000

1.000 1.000

7615.0 17030.5

183400.5 183400.5

4.2 9.3

B31.3 B31.3

50 110

37627.1 19471.2

-268.8 266.1

1.825 1.000

1.825 1.000

29908.7 21195.8

183400.5 183400.5

16.3 11.6

B31.3 B31.3

110 120

19471.2 11694.7

-266.1 266.1

1.000 1.000

1.000 1.031

20104.4 9786.6

183400.5 183400.5

11.0 5.3

B31.3 B31.3

120 130

12811.9 4061.1

-103.3 103.3

1.000 1.000

1.031 1.000

11135.6 5257.3

183400.5 183400.5

6.1 2.9

B31.3 B31.3

130 133

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

133 136

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

136 140

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 0.0 0.0 0.0 0.0

Ratio %

Piping Code

0.0 0.0

B31.3 B31.3

 

 

Node

Bending Stress KPa

Torsion Stress KPa

SIF/Index In Plane

SIF/Index Out Plane

140 145

15530.7 28446.9

-103.3 103.3

1.000 1.000

1.000 1.000

17035.1 29939.9

145 150

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

150 160

0.0 0.0

0.0 0.0

0.000 0.000

160 170

0.0 0.0

0.0 0.0

170 180

0.0 0.0

180 190

Code  Allowable Stress Stress KPa KPa

Ratio %

Piping Code

183400.5 183400.5

9.3 16.3

B31.3 B31.3

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

5895.2 3046.7

-143.9 98.7

1.000 1.000

1.000 1.000

9662.4 9477.3

183400.5 183400.5

5.3 5.2

B31.3 B31.3

190 195

3046.7 1015.0

-98.7 98.7

1.000 1.000

1.000 1.000

9477.3 7439.3

183400.5 183400.5

5.2 4.1

B31.3 B31.3

195 198

1015.0 1021.7

-98.7 98.7

1.000 1.000

1.000 1.000

7439.3 7444.9

183400.5 183400.5

4.1 4.1

B31.3 B31.3

198 199

2221.5 6970.6

-98.7 289.8

1.833 1.833

1.527 1.527

8066.0 12242.0

183400.5 183400.5

4.4 6.7

B31.3 B31.3

199 200

6970.6 14077.6

-289.8 351.6

1.833 1.833

1.527 1.527

12242.0 18147.8

183400.5 183400.5

6.7 9.9

B31.3 B31.3

200 205

5791.8 9507.0

-351.6 351.6

1.000 1.000

1.000 1.000

13484.3 16912.2

183400.5 183400.5

7.4 9.2

B31.3 B31.3

205 210

9507.0 41450.1

-351.6 351.6

1.000 1.700

1.000 1.700

16912.2 38197.7

183400.5 183400.5

9.2 20.8

B31.3 B31.3

210 213

47048.6 12671.9

-480.8 480.8

1.700 1.000

1.700 1.000

42540.7 19814.7

183400.5 183400.5

23.2 10.8

B31.3 B31.3

213 215

12671.9 7883.6

-480.8 480.8

1.000 1.000

1.000 1.000

20363.0 15530.8

183400.5 183400.5

11.1 8.5

B31.3 B31.3

215 218

7883.6 5564.9

-480.8 480.8

1.000 1.000

1.000 1.000

15530.8 13747.7

183400.5 183400.5

8.5 7.5

B31.3 B31.3

218 219

12933.9 11107.5

-480.8 -306.1

1.833 1.833

1.527 1.527

17742.5 16739.4

183400.5 183400.5

9.7 9.1

B31.3 B31.3

219 220

11107.5 6570.6

306.1 -607.7

1.833 1.833

1.527 1.527

16739.4 13208.9

183400.5 183400.5

9.1 7.2

B31.3 B31.3

220

2708.0

607.7

1.000

1.000

11206.0

183400.5

6.1

B31.3

225

2603.8

-607.7

1.000

1.000

10628.8

183400.5

5.8

B31.3

Node

Bending Stress KPa

Torsion Stress KPa

SIF/Index In Plane

SIF/Index Out Plane

Code  Allowable Stress Stress KPa KPa

Ratio %

Piping Code

225 230

2603.8 10034.4

607.7 -607.7

1.000 1.000

1.000 1.000

10628.8 17651.6

183400.5 183400.5

5.8 9.6

B31.3 B31.3

120 240

24764.6 1286.2

48.3 -56.9

1.000 1.000

1.031 1.000

29978.9 11989.5

183400.5 183400.5

16.3 6.5

B31.3 B31.3

240 243

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

243 246

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

246 250

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

250 210

8359.3 43235.3

56.9 -58.3

1.000 1.700

1.000 1.700

19211.5 43314.2

183400.5 183400.5

10.5 23.6

B31.3 B31.3

230 268

9699.7 3539.2

587.5 -587.5

1.000 1.000

1.000 1.000

17029.8 11050.6

183400.5 183400.5

9.3 6.0

B31.3 B31.3

268 269

7492.6 9080.9

587.5 -427.8

1.805 1.805

1.505 1.505

12956.3 14631.0

183400.5 183400.5

7.1 8.0

B31.3 B31.3

269 270

9080.9 11740.0

427.8 -290.3

1.805 1.805

1.505 1.505

14631.0 16383.6

183400.5 183400.5

8.0 8.9

B31.3 B31.3

270 280

4928.6 14894.8

290.3 -292.4

1.000 1.949

1.000 1.949

12985.0 18636.1

183400.5 183400.5

7.1 10.2

B31.3 B31.3

280 290

5003.9 10602.5

279.6 -279.6

1.949 1.000

1.949 1.000

12204.3 19017.8

183400.5 183400.5

6.7 10.4

B31.3 B31.3

290 298

10602.5 7631.1

279.6 -279.6

1.000 1.000

1.000 1.000

19138.6 16157.0

183400.5 183400.5

10.4 8.8

B31.3 B31.3

298 299

18107.7 14375.7

279.6 -1514.0

2.089 2.089

1.741 1.741

22071.1 19543.2

183400.5 183400.5

12.0 10.7

B31.3 B31.3

299 300

14375.7 9033.2

1514.0 -2360.5

2.089 2.089

1.741 1.741

19543.2 16066.5

183400.5 183400.5

10.7 8.8

B31.3 B31.3

300 310

3721.1 4041.9

2360.5 -2360.5

1.000 1.000

1.000 1.000

13161.2 13493.9

183400.5 183400.5

7.2 7.4

B31.3 B31.3

310 320

4041.9 3996.4

2360.5 -2360.5

1.000 1.000

1.000 1.000

13493.9 13738.2

183400.5 183400.5

7.4 7.5

B31.3 B31.3

280 330

6561.1 9592.1

-1044.0 1044.0

1.949 1.000

1.949 1.000

13681.8 18397.6

183400.5 183400.5

7.5 10.0

B31.3 B31.3

330

9592.1

-1044.0

1.000

1.000

18397.6

183400.5

10.0

B31.3

 

 

338

10048.7

1044.0

1.000

1.000

18868.3

183400.5

10.3

B31.3

Node

Bending Stress KPa

Torsion Stress KPa

SIF/Index In Plane

SIF/Index Out Plane

Code  Allowable Stress Stress KPa KPa

Ratio %

Piping Code

338 339

27964.3 27801.8

-1044.0 877.6

2.089 2.089

1.741 1.741

29749.5 29594.8

183400.5 183400.5

16.2 16.1

B31.3 B31.3

339 340

27801.8 26288.2

-877.6 587.5

2.089 2.089

1.741 1.741

29594.8 28378.4

183400.5 183400.5

16.1 15.5

B31.3 B31.3

340 348

9484.0 8239.4

-587.5 587.5

1.000 1.000

1.000 1.000

18171.4 17008.0

183400.5 183400.5

9.9 9.3

B31.3 B31.3

348 349

22835.2 23506.4

-587.5 828.2

2.089 2.089

1.741 1.741

25868.8 26464.3

183400.5 183400.5

14.1 14.4

B31.3 B31.3

349 350

23506.4 23186.4

-828.2 932.9

2.089 2.089

1.741 1.741

26464.3 26228.9

183400.5 183400.5

14.4 14.3

B31.3 B31.3

350 360

8328.5 6316.7

-932.9 932.9

1.000 1.000

1.000 1.000

17205.5 15248.3

183400.5 183400.5

9.4 8.3

B31.3 B31.3

360 370

6316.7 22318.8

-932.9 932.9

1.000 1.000

1.000 1.000

15248.3 31387.0

183400.5 183400.5

8.3 17.1

B31.3 B31.3

 

 

Piping Code: B31.3

= B31.3 -2014, Feb 27, 2014

CODE STRESS CHECK PASSED Highest Stresses: ( Ratio (%): Code Stress: Axial Stress: Bending Stress:

KPa

Torsion Stress: Hoop Stress: Max Stress Intensity:

10 20

Bending Stress KPa 0.0 0.0

Torsion Stress KPa 0.0 0.0

20 30

1303.1 444.5

30 39

: LOADCASE 9 (OCC) L9=L3+L6 ) 24.5 44977.0 8380.5 48771.7

@Node 210 Allowable Stress: @Node 300 @Node 210

2364.8 17012.2 55884.8

@Node @Node @Node

183400.5

320 290 210

0.000 0.000

SIF/Index Out Plane 0.000 0.000

-225.9 335.3

1.000 1.000

1.000 1.000

9204.2 7382.9

183400.5 183400.5

5.0 4.0

B31.3 B31.3

969.9 4559.8

-335.3 380.4

1.961 1.961

1.634 1.634

7649.5 10133.5

183400.5 183400.5

4.2 5.5

B31.3 B31.3

39 40

4559.8 3286.3

-380.4 287.7

1.961 1.961

1.634 1.634

10133.5 9228.3

183400.5 183400.5

5.5 5.0

B31.3 B31.3

40

1298.2

-287.7

1.000

1.000

8078.2

183400.5

4.4

B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 0.0 0.0 0.0 0.0

Ratio %

Piping Code

0.0 0.0

B31.3 B31.3

45

3771.5

287.7

1.000

1.000

10525.4

183400.5

5.7

B31.3

Node

Bending Stress KPa

Torsion Stress KPa

SIF/Index In Plane

SIF/Index Out Plane

Code  Allowable Stress Stress KPa KPa

Ratio %

Piping Code

45 50

3771.5 16460.6

-287.7 287.7

1.000 1.825

1.000 1.825

10525.4 19077.2

183400.5 183400.5

5.7 10.4

B31.3 B31.3

50 55

19084.0 1161.1

456.6 -456.6

1.825 1.000

1.825 1.000

20923.9 7897.3

183400.5 183400.5

11.4 4.3

B31.3 B31.3

55 60

1161.1 12253.4

456.6 -456.6

1.000 1.000

1.000 1.000

7897.3 18869.9

183400.5 183400.5

4.3 10.3

B31.3 B31.3

50 110

39176.2 21961.0

-141.9 140.5

1.825 1.000

1.825 1.000

31289.9 23899.0

183400.5 183400.5

17.1 13.0

B31.3 B31.3

110 120

21961.0 7959.7

-140.5 140.5

1.000 1.000

1.000 1.031

22977.0 7252.8

183400.5 183400.5

12.5 4.0

B31.3 B31.3

120 130

9403.1 1872.9

-138.4 138.4

1.000 1.000

1.031 1.000

8749.3 3359.2

183400.5 183400.5

4.8 1.8

B31.3 B31.3

130 133

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

133 136

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

136 140

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

140 145

17852.3 31521.0

-138.4 138.4

1.000 1.000

1.000 1.000

19507.4 33193.0

183400.5 183400.5

10.6 18.1

B31.3 B31.3

145 150

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

150 160

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

160 170

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

170 180

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

180 190

6278.6 3071.4

61.2 -42.0

1.000 1.000

1.000 1.000

9926.0 9430.7

183400.5 183400.5

5.4 5.1

B31.3 B31.3

190 195

3071.4 329.4

42.0 -42.0

1.000 1.000

1.000 1.000

9430.7 6703.5

183400.5 183400.5

5.1 3.7

B31.3 B31.3

195 198

329.4 263.9

42.0 -42.0

1.000 1.000

1.000 1.000

6703.5 6639.0

183400.5 183400.5

3.7 3.6

B31.3 B31.3

198

604.3

42.0

1.833

1.527

6825.2

183400.5

3.7

B31.3

 

 

199

7096.1

-67.5

1.833

1.527

11972.5

183400.5

6.5

B31.3

Node

Bending Stress KPa

Torsion Stress KPa

SIF/Index In Plane

SIF/Index Out Plane

Code  Allowable Stress Stress KPa KPa

Ratio %

Piping Code

199 200

7096.1 16253.8

67.5 -54.8

1.833 1.833

1.527 1.527

11972.5 19327.6

183400.5 183400.5

6.5 10.5

B31.3 B31.3

200 205

6652.9 10332.0

54.8 -54.8

1.000 1.000

1.000 1.000

13790.4 17431.9

183400.5 183400.5

7.5 9.5

B31.3 B31.3

205 210

10332.0 42092.1

54.8 -54.8

1.000 1.700

1.000 1.700

17431.9 38584.9

183400.5 183400.5

9.5 21.0

B31.3 B31.3

210 213

48771.7 3301.4

80.6 -80.6

1.700 1.000

1.700 1.000

43692.0 10358.0

183400.5 183400.5

23.8 5.6

B31.3 B31.3

213 215

3301.4 4535.4

80.6 -80.6

1.000 1.000

1.000 1.000

11091.4 12166.4

183400.5 183400.5

6.0 6.6

B31.3 B31.3

215 218

4535.4 6930.9

80.6 -80.6

1.000 1.000

1.000 1.000

12166.4 14388.9

183400.5 183400.5

6.6 7.8

B31.3 B31.3

218 219

16376.0 14668.6

80.6 -846.5

1.833 1.833

1.527 1.527

19739.3 18509.1

183400.5 183400.5

10.8 10.1

B31.3 B31.3

219 220

14668.6 9236.4

846.5 -1112.6

1.833 1.833

1.527 1.527

18509.1 14266.2

183400.5 183400.5

10.1 7.8

B31.3 B31.3

220 225

3783.2 1864.1

1112.6 -1112.6

1.000 1.000

1.000 1.000

11211.4 9414.6

183400.5 183400.5

6.1 5.1

B31.3 B31.3

225 230

1864.1 8996.1

1112.6 -1112.6

1.000 1.000

1.000 1.000

9414.6 16299.3

183400.5 183400.5

5.1 8.9

B31.3 B31.3

120 240

28996.5 1057.9

38.5 -45.4

1.000 1.000

1.031 1.000

33239.8 11664.6

183400.5 183400.5

18.1 6.4

B31.3 B31.3

240 243

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

243 246

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

246 250

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

250 210

8903.6 45836.9

45.4 -46.5

1.000 1.700

1.000 1.700

19506.1 44977.0

183400.5 183400.5

10.6 24.5

B31.3 B31.3

230 268

8696.1 1991.6

1075.5 -1075.5

1.000 1.000

1.000 1.000

15722.6 9241.7

183400.5 183400.5

8.6 5.0

B31.3 B31.3

268 269

4105.6 5883.8

1075.5 -1254.2

1.805 1.805

1.505 1.505

10258.5 11642.2

183400.5 183400.5

5.6 6.3

B31.3 B31.3

269

5883.8

1254.2

1.805

1.505

11642.2

183400.5

6.3

B31.3

 

 

270

8697.3

-1109.1

1.805

1.505

13508.5

183400.5

7.4

B31.3

Node

Bending Stress KPa

Torsion Stress KPa

SIF/Index In Plane

SIF/Index Out Plane

Code  Allowable Stress Stress KPa KPa

Ratio %

Piping Code

270 280

3644.2 12593.6

1109.1 -1117.3

1.000 1.949

1.000 1.949

10852.8 16273.6

183400.5 183400.5

5.9 8.9

B31.3 B31.3

280 290

10166.2 11875.3

-251.9 251.9

1.949 1.000

1.949 1.000

16088.2 20553.3

183400.5 183400.5

8.8 11.2

B31.3 B31.3

290 298

11875.3 8329.6

-251.9 251.9

1.000 1.000

1.000 1.000

20674.1 17277.0

183400.5 183400.5

11.3 9.4

B31.3 B31.3

298 299

19400.8 16012.8

-251.9 -1249.2

2.089 2.089

1.741 1.741

23294.4 20802.7

183400.5 183400.5

12.7 11.3

B31.3 B31.3

299 300

16012.8 10310.0

1249.2 -2364.8

2.089 2.089

1.741 1.741

20802.7 16978.5

183400.5 183400.5

11.3 9.3

B31.3 B31.3

300 310

4425.6 8475.4

2364.8 -2364.8

1.000 1.000

1.000 1.000

13818.5 17867.2

183400.5 183400.5

7.5 9.7

B31.3 B31.3

310 320

8475.4 10859.2

2364.8 -2364.8

1.000 1.000

1.000 1.000

17867.2 20489.7

183400.5 183400.5

9.7 11.2

B31.3 B31.3

280 330

12738.2 10248.5

-1270.8 1270.8

1.949 1.000

1.949 1.000

18034.9 18698.7

183400.5 183400.5

9.8 10.2

B31.3 B31.3

330 338

10248.5 10279.0

-1270.8 1270.8

1.000 1.000

1.000 1.000

18698.7 18732.4

183400.5 183400.5

10.2 10.2

B31.3 B31.3

338 339

28611.4 28381.4

-1270.8 1234.4

2.089 2.089

1.741 1.741

29839.9 29687.2

183400.5 183400.5

16.3 16.2

B31.3 B31.3

339 340

28381.4 28036.0

-1234.4 1010.0

2.089 2.089

1.741 1.741

29687.2 29444.7

183400.5 183400.5

16.2 16.1

B31.3 B31.3

340 348

10104.1 8933.1

-1010.0 1010.0

1.000 1.000

1.000 1.000

18585.2 17495.2

183400.5 183400.5

10.1 9.5

B31.3 B31.3

348 349

24767.7 23435.0

-1010.0 1234.4

2.089 2.089

1.741 1.741

27068.0 26055.9

183400.5 183400.5

14.8 14.2

B31.3 B31.3

349 350

23435.0 22161.8

-1234.4 1270.9

2.089 2.089

1.741 1.741

26055.9 25041.3

183400.5 183400.5

14.2 13.7

B31.3 B31.3

350 360

7958.9 5105.1

-1270.9 1270.9

1.000 1.000

1.000 1.000

16484.7 13885.3

183400.5 183400.5

9.0 7.6

B31.3 B31.3

360 370

5105.1 31622.8

-1270.9 1270.9

1.000 1.000

1.000 1.000

13885.3 39975.8

183400.5 183400.5

7.6 21.8

B31.3 B31.3

 

 

Piping Code: B31.3

= B31.3 -2014, Feb 27, 2014

 

 

CODE STRESS CHECK PASSED Highest Stresses: ( KPa Ratio (%): Code Stress: Axial Stress: Bending Stress: Torsion Stress: Hoop Stress: Max Stress Intensity:

10 20

Bending Stress KPa 0.0 0.0

Torsion Stress KPa 0.0 0.0

20 30

1163.2 419.7

30 39

: LOADCASE 10 (OCC) L10=L3+L7 ) 25.0 45911.8 8787.7 51724.3 2815.5 17012.2 58833.7

@Node 210 Allowable Stress: @Node 240 @Node 210 @Node 320 @Node 290 @Node 210

0.000 0.000

SIF/Index Out Plane 0.000 0.000

-268.9 399.1

1.000 1.000

1.000 1.000

8977.9 7217.6

183400.5 183400.5

4.9 3.9

B31.3 B31.3

939.2 3791.3

-399.1 459.8

1.961 1.961

1.634 1.634

7491.2 9429.5

183400.5 183400.5

4.1 5.1

B31.3 B31.3

39 40

3791.3 2760.0

-459.8 349.2

1.961 1.961

1.634 1.634

9429.5 8720.6

183400.5 183400.5

5.1 4.8

B31.3 B31.3

40 45

1092.4 3184.1

-349.2 349.2

1.000 1.000

1.000 1.000

7751.2 9879.2

183400.5 183400.5

4.2 5.4

B31.3 B31.3

45 50

3184.1 14056.2

-349.2 349.2

1.000 1.825

1.000 1.825

9879.2 17295.9

183400.5 183400.5

5.4 9.4

B31.3 B31.3

50 55

16136.4 1032.0

562.4 -562.4

1.825 1.000

1.825 1.000

18614.5 7568.5

183400.5 183400.5

10.1 4.1

B31.3 B31.3

55 60

1032.0 10129.6

562.4 -562.4

1.000 1.000

1.000 1.000

7568.5 16665.0

183400.5 183400.5

4.1 9.1

B31.3 B31.3

50 110

34503.1 22481.4

-1384.7 1371.0

1.825 1.000

1.825 1.000

28676.3 24734.8

183400.5 183400.5

15.6 13.5

B31.3 B31.3

110 120

22481.4 10198.8

-1371.0 1371.0

1.000 1.000

1.000 1.031

23573.2 9216.6

183400.5 183400.5

12.9 5.0

B31.3 B31.3

120 130

12741.4 3611.4

-2068.4 2068.4

1.000 1.000

1.031 1.000

12261.6 6702.0

183400.5 183400.5

6.7 3.7

B31.3 B31.3

130 133

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

133 136

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

136 140

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 0.0 0.0 0.0 0.0

183400.5

Ratio %

Piping Code

0.0 0.0

B31.3 B31.3

140

16455.6

-2068.4

145

Bending Stress KPa 29675.8

Torsion Stress KPa 2068.4

145 150

0.0 0.0

150 160

1.000

1.000

20082.2

183400.5

10.9

B31.3

Ratio %

Piping Code

17.7

B31.3

 

 

1.000

SIF/Index Out Plane 1.000

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

160 170

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

170 180

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

180 190

6759.3 3361.5

1227.9 -842.5

1.000 1.000

1.000 1.000

11384.8 10475.6

183400.5 183400.5

6.2 5.7

B31.3 B31.3

190 195

3361.5 361.1

842.5 -842.5

1.000 1.000

1.000 1.000

10475.6 7999.5

183400.5 183400.5

5.7 4.4

B31.3 B31.3

195 198

361.1 283.1

842.5 -842.5

1.000 1.000

1.000 1.000

7999.5 7943.5

183400.5 183400.5

4.4 4.3

B31.3 B31.3

198 199

631.9 9154.5

842.5 -516.9

1.833 1.833

1.527 1.527

8101.0 13585.9

183400.5 183400.5

4.4 7.4

B31.3 B31.3

199 200

9154.5 18056.4

516.9 332.5

1.833 1.833

1.527 1.527

13585.9 20729.0

183400.5 183400.5

7.4 11.3

B31.3 B31.3

200 205

7768.6 11498.7

-332.5 332.5

1.000 1.000

1.000 1.000

15000.4 18669.5

183400.5 183400.5

8.2 10.2

B31.3 B31.3

205 210

11498.7 45500.8

-332.5 332.5

1.000 1.700

1.000 1.700

18669.5 41162.1

183400.5 183400.5

10.2 22.4

B31.3 B31.3

210 213

51724.3 9714.6

-290.0 290.0

1.700 1.000

1.700 1.000

45911.8 16793.7

183400.5 183400.5

25.0 9.2

B31.3 B31.3

213 215

9714.6 5743.5

-290.0 290.0

1.000 1.000

1.000 1.000

17397.4 13388.0

183400.5 183400.5

9.5 7.3

B31.3 B31.3

215 218

5743.5 6970.3

-290.0 290.0

1.000 1.000

1.000 1.000

13388.0 14500.4

183400.5 183400.5

7.3 7.9

B31.3 B31.3

218 219

16500.2 16375.8

-290.0 -788.5

1.833 1.833

1.527 1.527

19833.3 19803.5

183400.5 183400.5

10.8 10.8

B31.3 B31.3

219

16375.8

788.5

1.833

1.527

19803.5

183400.5

10.8

B31.3

220

12195.0

-1353.5

1.833

1.527

16536.6

183400.5

9.0

B31.3

220 225

5017.4 3730.7

1353.5 -1353.5

1.000 1.000

1.000 1.000

12470.6 11202.6

183400.5 183400.5

6.8 6.1

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 32540.5 183400.5

225

3730.7

1353.5

230

Bending Stress KPa 9911.5

Torsion Stress KPa -1353.5

120 240

27199.1 2203.2

240 243

1.000

1.000

11202.6

183400.5

6.1

B31.3

Ratio %

Piping Code

9.4

B31.3

 

 

1.000

SIF/Index Out Plane 1.000

980.8 -1155.5

1.000 1.000

1.031 1.000

31328.2 12702.4

183400.5 183400.5

17.1 6.9

B31.3 B31.3

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

243 246

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

246 250

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

250 210

9327.7 38708.6

1155.5 -1184.1

1.000 1.700

1.000 1.700

19619.0 39841.8

183400.5 183400.5

10.7 21.7

B31.3 B31.3

230 268

9580.9 4129.0

1308.3 -1308.3

1.000 1.000

1.000 1.000

16656.0 11448.3

183400.5 183400.5

9.1 6.2

B31.3 B31.3

268 269

9069.7 9378.3

1308.3 -2243.2

1.805 1.805

1.505 1.505

14088.8 14385.3

183400.5 183400.5

7.7 7.8

B31.3 B31.3

269 270

9378.3 8665.8

2243.2 -2432.1

1.805 1.805

1.505 1.505

14385.3 14047.0

183400.5 183400.5

7.8 7.7

B31.3 B31.3

270 280

3633.3 12196.3

2432.1 -2450.0

1.000 1.949

1.000 1.949

11577.2 16448.8

183400.5 183400.5

6.3 9.0

B31.3 B31.3

280 290

9562.3 10394.7

878.5 -878.5

1.949 1.000

1.949 1.000

16094.7 19469.0

183400.5 183400.5

8.8 10.6

B31.3 B31.3

290

10394.7

878.5

1.000

1.000

19594.6

183400.5

10.7

B31.3

298

10247.6

-878.5

1.000

1.000

19314.4

183400.5

10.5

B31.3

298 299

25422.7 23286.2

878.5 -2075.5

2.089 2.089

1.741 1.741

28085.2 26874.2

183400.5 183400.5

15.3 14.7

B31.3 B31.3

299 300

23286.2 17869.6

2075.5 -2815.5

2.089 2.089

1.741 1.741

26874.2 23359.3

183400.5 183400.5

14.7 12.7

B31.3 B31.3

300 310

6883.0 3244.2

2815.5 -2815.5

1.000 1.000

1.000 1.000

17017.9 13657.6

183400.5 183400.5

9.3 7.4

B31.3 B31.3

310 320

3244.2 886.0

2815.5 -2815.5

1.000 1.000

1.000 1.000

13657.6 11582.4

183400.5 183400.5

7.4 6.3

B31.3 B31.3

280

10548.2

-1178.5

1.949

1.949

16954.7

183400.5

9.2

B31.3

330

12314.6

1178.5

1.000

1.000

21297.1

183400.5

11.6

B31.3

330 338

12314.6 12707.6

-1178.5 1178.5

1.000 1.000

1.000 1.000

21297.1 21687.3

183400.5 183400.5

11.6 11.8

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 17265.1 183400.5

338

33791.4

-1178.5

339

Bending Stress KPa 33305.5

Torsion Stress KPa 275.8

339 340

33305.5 30554.2

340 348

2.089

1.741

34275.7

183400.5

18.7

B31.3

Ratio %

Piping Code

18.5

B31.3

 

 

2.089

SIF/Index Out Plane 1.741

-275.8 -649.6

2.089 2.089

1.741 1.741

33948.0 32167.6

183400.5 183400.5

18.5 17.5

B31.3 B31.3

11438.9 10054.9

649.6 -649.6

1.000 1.000

1.000 1.000

21024.1 19799.1

183400.5 183400.5

11.5 10.8

B31.3 B31.3

348 349

26908.4 28323.4

649.6 126.9

2.089 2.089

1.741 1.741

29564.3 30312.2

183400.5 183400.5

16.1 16.5

B31.3 B31.3

349 350

28323.4 28091.1

-126.9 843.5

2.089 2.089

1.741 1.741

30312.2 29994.9

183400.5 183400.5

16.5 16.4

B31.3 B31.3

350 360

10533.8 7553.5

-843.5 843.5

1.000 1.000

1.000 1.000

19499.8 16535.7

183400.5 183400.5

10.6 9.0

B31.3 B31.3

360 370

7553.5 33744.5

-843.5 843.5

1.000 1.000

1.000 1.000

16535.7 42647.6

183400.5 183400.5

9.0 23.3

B31.3 B31.3

Node

Piping Code: B31.3

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 33948.0 183400.5

= B31.3 -2014, Feb 27, 2014

CODE STRESS CHECK PASSED Highest Stresses: ( Ratio (%): Code Stress: Axial Stress: Bending Stress: Torsion Stress: Hoop Stress:

KPa

Max Stress Intensity:

10 20

Bending Stress KPa 0.0 0.0

Torsion Stress KPa 0.0 0.0

20 30

54451.9 43124.0

30 39

: LOADCASE 11 (EXP) L11=L1-L3 ) 41.9 133625.3 13953.0 127014.9 3040.3 0.0

@Node 50 Allowable Stress: @Node 55 @Node 50 @Node 130 @Node 20

200319.1

@Node

318850.2

50

0.000 0.000

SIF/Index Out Plane 0.000 0.000

-218.2 320.5

1.000 1.000

1.000 1.000

54987.5 43784.0

335863.4 337598.3

16.4 13.0

B31.3 B31.3

112754.6 12138.7

-320.5 - 320.5 352.3

2.615 2.615

2.179 2.179

113411.7 20816.8

337368.1 335368.0

33.6 6.2

B31.3 B31.3

39

12138.7

-352.3

2.615

2.179

20816.8

335368.0

6.2

B31.3

40

57889.3

264.2

2.615

2.179

69491.8

336080.4

20.7

B31.3

40 45

22141.0 11185.7

-264.2 264.2

1.000 1.000

1.000 1.000

33745.6 22792.3

337034.8 335003.3

10.0 6.8

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 0.0 0.0 0.0 0.0

Ratio %

Piping Code

0.0 0.0

B31.3 B31.3

45

11185.7

-264.2

50

Bending Stress KPa 9802.2

Torsion Stress KPa 264.2

50 55

29710.7 5609.0

55 60

1.000

1.000

22792.3

335003.3

6.8

B31.3

Ratio %

Piping Code

11.6

B31.3

 

 

2.433

SIF/Index Out Plane 2.433

406.1 -406.1

2.433 1.000

2.433 1.000

63661.9 19578.9

326489.5 337260.8

19.5 5.8

B31.3 B31.3

5609.0 1925.0

406.1 -406.1

1.000 1.000

1.000 1.000

19578.9 15898.7

337260.8 328179.5

5.8 4.8

B31.3 B31.3

50 110

127014.9 21271.7

1751.7 -1887.6

2.433 1.000

2.433 1.000

133625.3 24262.4

318850.2 324981.1

41.9 7.5

B31.3 B31.3

110 120

21271.7 37316.8

1887.6 -1887.6

1.000 1.281

1.000 1.374

21659.7 37584.5

326151.5 339107.1

6.6 11.1

B31.3 B31.3

120 130

31711.5 21923.5

3040.3 -3040.3

1.281 1.000

1.374 1.000

32297.4 22757.0

337729.7 342047.9

9.6 6.7

B31.3 B31.3

130 133

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

133 136

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

136 140

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

140 145

15141.3 11638.2

3040.3 -3040.3

1.000 1.000

1.000 1.000

16322.3 13136.4

328647.2 317334.8

5.0 4.1

B31.3 B31.3

145 150

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

150

0.0

0.0

0.000

0.000

0.0

0.0

0.0

B31.3

160

0.0

0.0

0.000

0.000

0.0

0.0

0.0

B31.3

160 170

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

170 180

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

180 190

2026.3 1174.1

-2134.2 1346.4

1.000 1.000

1.000 1.000

4881.6 3065.4

336060.2 335984.4

1.5 0.9

B31.3 B31.3

190 195

1174.1 983.4

-1346.4 1346.4

1.000 1.000

1.000 1.000

3065.4 2979.0

335984.4 337302.9

0.9 0.9

B31.3 B31.3

195

983.4

-1346.4

1.000

1.000

2979.0

337302.9

0.9

B31.3

198

961.5

1346.4

1.000

1.000

2969.7

337470.4

0.9

B31.3

198 199

2337.0 4205.8

-1346.4 969.3

2.444 2.444

2.037 2.037

3762.4 4816.3

337177.7 333758.4

1.1 1.4

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 38028.5 327956.7

199

4205.8

-969.3

200

Bending Stress KPa 6454.8

Torsion Stress KPa -69.7

200 205

3122.7 3952.7

205 210

2.444

2.037

4816.3

333758.4

1.4

B31.3

Ratio %

Piping Code

2.0

B31.3

 

 

2.444

SIF/Index Out Plane 2.037

69.7 -69.7

1.000 1.000

1.000 1.000

3129.2 3958.6

332159.3 329154.4

0.9 1.2

B31.3 B31.3

3952.7 14943.3

69.7 -69.7

1.000 2.266

1.000 2.266

3958.6 14951.7

329154.4 311703.0

1.2 4.8

B31.3 B31.3

210 213

15484.9 6834.7

-384.1 384.1

2.266 1.000

2.266 1.000

15575.7 6909.3

307484.0 334906.7

5.1 2.1

B31.3 B31.3

213 215

6834.7 4454.4

-384.1 384.1

1.000 1.000

1.000 1.000

7115.4 4755.9

334308.3 333723.5

2.1 1.4

B31.3 B31.3

215 218

4454.4 1884.9

-384.1 384.1

1.000 1.000

1.000 1.000

4755.9 2258.6

333723.5 332237.9

1.4 0.7

B31.3 B31.3

218 219

4053.8 2776.6

-384.1 -229.9

2.444 2.444

2.037 2.037

4361.1 2921.8

328341.0 329498.3

1.3 0.9

B31.3 B31.3

219 220

2776.6 2457.7

229.9 -567.2

2.444 2.444

2.037 2.037

2921.8 2784.4

329498.3 331279.1

0.9 0.8

B31.3 B31.3

220 225

1017.7 3342.2

567.2 -567.2

1.000 1.000

1.000 1.000

1582.1 3610.2

334185.1 326350.5

0.5 1.1

B31.3 B31.3

225 230

3342.2 2452.0

567.2 -567.2

1.000 1.000

1.000 1.000

3652.3 2819.7

326354.8 329807.9

1.1 0.9

B31.3 B31.3

120 240

8539.9 3605.2

-1977.5 2421.0

1.281 1.000

1.374 1.000

15027.2 9131.7

316900.8 334700.3

4.7 2.7

B31.3 B31.3

240

0.0

0.0

0.000

0.000

0.0

0.0

0.0

B31.3

243

0.0

0.0

0.000

0.000

0.0

0.0

0.0

B31.3

243 246

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

246 250

0.0 0.0

0.0 0.0

0.000 0.000

0.000 0.000

0.0 0.0

0.0 0.0

0.0 0.0

B31.3 B31.3

250 210

2606.7 13950.3

-2421.0 2224.7

1.000 2.266

1.000 2.266

8302.0 23823.9

328254.4 307195.2

2.5 7.8

B31.3 B31.3

230 268

2404.3 2866.8

556.1 -556.1

1.000 1.000

1.000 1.000

2764.7 3193.5

330338.9 336222.2

0.8 0.9

B31.3 B31.3

268

6373.2

556.1

2.407

2.006

6594.5

335488.1

2.0

B31.3

269

4920.6

-1091.8

2.407

2.006

5486.9

334445.8

1.6

B31.3

269 270

4920.6 4285.5

1091.8 -978.3

2.407 2.407

2.006 2.006

5486.9 4741.3

334445.8 332984.6

1.6 1.4

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 6459.8 327589.4

270

1889.4

978.3

280

Bending Stress KPa 3374.9

Torsion Stress KPa -943.2

280 290

5999.3 4238.7

290 298

1.000

1.000

2743.2

335115.6

0.8

B31.3

Ratio %

Piping Code

1.2

B31.3

 

 

2.599

SIF/Index Out Plane 2.599

301.9 -301.9

2.599 1.000

2.599 1.000

8773.2 5332.4

334326.3 326990.6

2.6 1.6

B31.3 B31.3

4238.7 7788.5

301.9 -301.9

1.000 1.000

1.000 1.000

5281.8 8817.6

326869.8 329618.0

1.6 2.7

B31.3 B31.3

298 299

21693.3 23402.9

301.9 -336.0

2.786 2.786

2.322 2.322

22709.8 24524.7

324641.7 326710.7

7.0 7.5

B31.3 B31.3

299 300

23402.9 22331.7

336.0 -319.6

2.786 2.786

2.322 2.322

24524.7 23387.9

326710.7 329476.0

7.5 7.1

B31.3 B31.3

300 310

8016.7 9383.5

319.6 -319.6

1.000 1.000

1.000 1.000

9086.7 10450.5

332156.8 332580.5

2.7 3.1

B31.3 B31.3

310 320

9383.5 17712.7

319.6 -319.6

1.000 1.000

1.000 1.000

10450.5 18771.1

332580.5 334710.6

3.1 5.6

B31.3 B31.3

280 330

8540.3 3983.2

10.7 -10.7

2.599 1.000

2.599 1.000

11334.2 5058.3

334148.0 328972.4

3.4 1.5

B31.3 B31.3

330 338

3983.2 4458.0

10.7 -10.7

1.000 1.000

1.000 1.000

5058.3 5533.1

328972.4 328654.7

1.5 1.7

B31.3 B31.3

338 339

12354.1 11682.5

10.7 133.2

2.786 2.786

2.322 2.322

13429.2 12723.4

320297.2 320165.0

4.2 4.0

B31.3 B31.3

339 340

11682.5 8406.8

-133.2 226.0

2.786 2.786

2.322 2.322

12723.4 9261.0

320165.0 320218.6

4.0 2.9

B31.3 B31.3

340

3022.6

-226.0

1.000

1.000

3892.1

328611.8

1.2

B31.3

348

3367.3

226.0

1.000

1.000

4234.7

329372.4

1.3

B31.3

348 349

9367.8 12573.2

-226.0 286.5

2.786 2.786

2.322 2.322

10220.9 13623.4

321863.9 322373.3

3.2 4.2

B31.3 B31.3

349 350

12573.2 13173.7

-286.5 334.2

2.786 2.786

2.322 2.322

13623.4 14264.4

322373.3 322784.1

4.2 4.4

B31.3 B31.3

350 360

4729.9 3512.2

-334.2 334.2

1.000 1.000

1.000 1.000

5843.3 4635.7

329851.2 331415.3

1.8 1.4

B31.3 B31.3

360 370

3512.2 6480.4

-334.2 334.2

1.000 1.000

1.000 1.000

4635.7 7585.0

331415.3 314617.0

1.4 2.4

B31.3 B31.3

Node

SIF/Index In Plane

Code  Allowable Stress Stress KPa KPa 3976.1 330917.2

 

62

 

LOAD CASE DEFINITION KEY CASE CASE CASE CASE CASE CASE CASE CASE CASE CASE CASE

1 (OPE) W+T1+P1 2 (Alt-SUS) W+P1 3 (SUS) W+P1 4 (OCC) HP 5 (OCC) U1 6 (OCC) U2 7 (OCC) U3 8 (OCC) L8=L3+L5 9 (OCC) L9=L3+L6 10 (OCC) L10=L3+L7 11 (EXP) L11=L1-L3

Piping Code: B31.3 Highest Stresses: ( Ratio (%): OPE Stress: Axial Stress: Bending Stress: Torsion Stress:

= B31.3 -2014, Feb 27, 2014 KPa

Hoop Stress: Max Stress Intensity:

10657.3 218290.6

CODE STRESS CHECK PASSED Highest Stresses: ( KPa Ratio (%): Code Stress: Axial Stress: Bending Stress: Torsion Stress: Hoop Stress: Max Stress Intensity: CODE STRESS CHECK PASSED Highest Stresses: ( KPa Ratio (%): Code Stress: Axial Stress: Bending Stress: Torsion Stress: Hoop Stress: Max Stress Intensity: CODE STRESS CHECK PASSED Highest Stresses: ( Ratio (%): Code Stress: Axial Stress: Bending Stress: Torsion Stress: Hoop Stress: Max Stress Intensity:

) LOADCASE 1 (OPE) W+T1+P1 0.0 @Node 50 141780.5 Allowable Stress: 9965.0 @Node 55 139947.4 @Node 50 2849.5 @Node 130

KPa

@Node @Node

0.0

20 50

: LOADCASE 2 (Alt-SUS) W+P1 ) LOADCASE 2 (Alt-SUS) W+P1 21.4 @Node 370 29458.6 Allowable Stress: 8392.2 @Node 348 21086.7 @Node 370 1727.1 @Node 300 17012.2 @Node 290 29443.4 @Node 370

137895.1

: LOADCASE 3 (SUS) W+P1 ) LOADCASE 3 (SUS) W+P1 27.2 @Node 210 37542.7 Allowable Stress: 9147.8 @Node 240 40244.2 @Node 210 2414.1 @Node 300 17012.2 @Node 290 47314.7 @Node 210

137895.1

: LOADCASE 4 (OCC) HP ) LOADCASE 4 (OCC) HP 6.8 @Node 290 12521.0 Allowable Stress: 12521.0 @Node 290 0.0 0.0 25518.3 26983.6

@Node @Node @Node @Node

20 20 290 290

183400.5

CODE STRESS CHECK PASSED

: LOADCASE 5 (OCC) U1

 

63

 

Highest Stresses: ( KPa Ratio (%): Code Stress: Axial Stress: Bending Stress: Torsion Stress: Hoop Stress: Max Stress Intensity: CODE STRESS CHECK PASSED Highest Stresses: ( KPa Ratio (%): Code Stress: Axial Stress: Bending Stress: Torsion Stress: Hoop Stress: Max Stress Intensity: CODE STRESS CHECK PASSED Highest Stresses: ( KPa Ratio (%): Code Stress: Axial Stress: Bending Stress: Torsion Stress: Hoop Stress: Max Stress Intensity: CODE STRESS CHECK PASSED Highest Stresses: ( KPa Ratio (%): Code Stress: Axial Stress: Bending Stress: Torsion Stress: Hoop Stress: Max Stress Intensity: CODE STRESS CHECK PASSED Highest Stresses: ( KPa Ratio (%): Code Stress: Axial Stress: Bending Stress: Torsion Stress: Hoop Stress: Max Stress Intensity: CODE STRESS CHECK PASSED Highest Stresses: ( Ratio (%):

KPa

) LOADCASE 5 (OCC) U1 5.4 @Node 213 9983.6 Allowable Stress: 1737.8 @Node 210 9863.0 @Node 213 1260.5 @Node 280 0.0 @Node 20 9983.6 @Node 213

183400.5

: LOADCASE 6 (OCC) U2 ) LOADCASE 6 (OCC) U2 5.7 @Node 320 10462.5 Allowable Stress: 1449.3 @Node 240 10456.8 @Node 320 704.6 @Node 290 0.0 @Node 20 10462.5 @Node 320

183400.5

: LOADCASE 7 (OCC) U3 ) LOADCASE 7 (OCC) U3 6.8 @Node 370 12526.8 Allowable Stress: 848.4 @Node 320 12310.8 @Node 338 1797.5 @Node 130 0.0 @Node 20 12911.2 @Node 338

183400.5

: LOADCASE 8 (OCC) L8=L3+L5 ) LOADCASE 8 (OCC) L8=L3+L5 23.6 @Node 210 43314.2 Allowable Stress: 9010.4 @Node 370 47048.6 @Node 210 2360.5 @Node 300 17012.2 @Node 290 54270.3 @Node 210

183400.5

: LOADCASE 9 (OCC) L9=L3+L6 ) LOADCASE 9 (OCC) L9=L3+L6 24.5 @Node 210 44977.0 Allowable Stress: 8380.5 @Node 300 48771.7 @Node 210 2364.8 @Node 320 17012.2 @Node 290 55884.8 @Node 210 : LOADCASE 10 (OCC) L10=L3+L7 ) LOADCASE 10 (OCC) L10=L3+L7 25.0 @Node 210

183400.5

Code Stress: Axial Stress:

45911.8 8787.7

Allowable Stress: @Node 240

183400.5

 

64

 

Bending Stress: Torsion Stress: Hoop Stress: Max Stress Intensity:

51724.3 2815.5 17012.2 58833.7

CODE STRESS CHECK PASSED Highest Stresses: ( KPa Ratio (%): Code Stress: Axial Stress: Bending Stress: Torsion Stress: Hoop Stress: Max Stress Intensity:

@Node @Node @Node @Node

210 320 290 210

: LOADCASE 11 (EXP) L11=L1-L3 ) LOADCASE 11 (EXP) L11=L1-L3 41.9 @Node 50 133625.3 Allowable Stress: 13953.0 @Node 55 127014.9 @Node 50 3040.3 @Node 130 0.0 @Node 20 200319.1 @Node 50

318850.2

CAESAR II 2016 Ver.8.00.00.5600, (Build 150930) **** CODE STRESS CHECK PASSED HIGHEST STRESSES: ( KPa ) CODE STRESS %: 21.9 @NODE 50 STRESS: 40132.7 ALLOWABLE: 183401. BENDING STRESS: 47451.2 @NODE 50 TORSIONAL STRESS: 2170.3 @NODE 300  AXIAL STRESS: 8812.4 @NODE 198 3D MAX INTENSITY: 52704.5 @NODE 210 (OCC)COMBINATION #

1

----------Stress( NODES AXIAL BENDING

0 0

0 0

0 0

KPa )-----------TORSION MAX STRESS INTENSITY

1.00 1.00 1.00 1.00

0 0

SIFI

10 20

0 0

0 0

20 30

8165 7192

1638 502

418 620

19212 16911

1.00 1.00 1.00 1.00

10018 183400 8321 183400

30 39

7192 7435

1113 5586

620 686

17281 20569

2.59 2.16 2.59 2.16

8529 183400 11863 183400

39 40

7434 7448

5586 3974

686 520

20569 19777

2.59 2.16 2.59 2.16

11862 183400 10586 183400

40 45

7452 7452

1579 5226

520 520

17736 19994

1.00 1.00 1. 1.00 00 1.00

9279 183400 12798 183400

45 50

7457 7457

5226 19035

520 520

19999 34435

1.00 1.00 2.43 2.43

12803 183400 21767 183400

50 55

7610 7610

22101 1317

807 807

37134 18022

2.43 2.4 3 2.43 1.00 1.00

24210 183400 9467 183400

55 60

7612 7612

1317 14498

807 807

18023 28356

1.00 1.00 1.00 1.00

9469 183400 22158 22 158 183400

50

4544

47451

770

52151

2.43 2.43

40132 183400

SIFO

--( KPa CODE STRESS

)-ALLOW

110

4578

25837

762

32291

1.00 1.00

30317 183400

 

65

 

110 120

2997 3009

25837 14127

762 762

120 130 130

3080 3093 0

16472 886 22949 1.28 1.37 15431 183400 8652 886 15304 1.00 1.00 11295 183400 0 0 0 1.00 1.00 0 183400

133

0

0

0

0

1.00 1.00

0 183400

133 136

0 0

0 0

0 0

0 0

1.00 1.00 1.00 1.00

0 183400 0 183400

136 140

0 0

0 0

0 0

0 0

1.00 1.00 1.00 1.00

0 183400 0 183400

140 145

3041 3072

145 150

0 0

0 0

0 0

0 0

1.00 1.00 1.00 1.00

0 183400 0 183400

150 160

0 0

0 0

0 0

0 0

1.00 1.00 1.00 1.00

0 183400 0 183400

160 170

0 0

0 0

0 0

0 0

1.00 1.00 1.00 1.00

0 183400 0 183400

170 180

0 0

0 0

0 0

0 0

1.00 1.00 1.00 1.00

0 183400 0 183400

180 190

6059 8570

11816 6745

733 503

21000 22081

1.00 1.00 1.00 1.00

17924 183400 15324 183400

190 195

8666 8666

6745 4017

503 503

22169 20310

1.00 1.00 1.00 1.00

15412 183400 12723 183400

195 198

8752 8752

4017 3755

503 503

20398 20261

1.00 1.00 1.00 1.00

12811 183400 12507 183400

198 199

8812 8055

9018 7923

503 506

25014 23364

2.43 2.02 2.43 2.02

15547 183400 13982 183400

199 200

8152 7108

7923 25841

506 542

23461 39552

2.43 2.02 2.43 2.02

14078 183400 26339 183400

200 205

7122 7092

10672 7329

542 542

25316 22248

1.00 1.00 1.00 1.00

17618 183400 14448 183400

205 210

7126 7058

7329 38170

542 542

22254 52704

1.00 1.00 2.27 2.27

14454 183400 35693 183400

210 213

7118 7068

37657 13277

687 687

50661 5 0661 27710

2.27 2.27 1.00 1.00

35374 35 374 183400 20209 183400

213 215 215

7165 7035 7215

13277 8222 8222

687 687 687

27747 22431 22593

1.00 1.00 1.00 1.00 1.00 1.00

20243 183400 15165 183400 15326 183400

15264 26545

886 886

32266 20711

22099 33299

1.00 1.00 1.28 1.37

1.00 1.00 1.00 1.00

28734 183400 13199 183400

18244 183400 29471 183400

218

7074

7327

687

21361

1.00 1.00

14459 183400

 

66

 

218 219

7199 7157

17131 11956

687 1261

29019 25806

2.43 2.02 2.43 2.02

20081 183400 16312 183400

219 220

7185 6993

11956 11978

1261 1592

25857 20040

2.43 2.02 2.43 2.02

16341 183400 16383 183400

220

6999

4988

225

6999

23393

1592

30804

1.00 1.00

30537 183400

225 230

7052 7052

23393 14605

1592 1592

30900 23946

1.00 1.00 1.00 1.00

30580 183400 21887 183400

120 240

8214 8214

19135 9141

430 506

240 243

0 0

0 0

0 0

0 0

1.00 1.00 1.00 1.00

0 183400 0 183400

243 246

0 0

0 0

0 0

0 0

1.00 1.00 1.00 1.00

0 183400 0 183400

246 250

0 0

0 0

0 0

0 0

1.00 1.00 1.00 1.00

0 183400 0 183400

250 210

8188 8188

7367 38065

506 519

230 268

6860 6860

14118 3776

268 269

6883 6797

269 270

1592

17248 1 7248

28476 19015

1.00 1.00

1.28 1.37 1.00 1.00

12594 12 594 183400

22533 183400 17284 183400

17220 46846

1.00 1.00 2.27 2.27

15452 183400 35921 183400

1539 1539

23203 17700 1 7700

1.00 1.00 1.00 1.00

21194 183400 11057 11 057 183400

8139 8483

1539 1466

20681 2 0681 21127 2 1127

2.39 1.99 2.39 1.99

13288 13 288 183400 13608 13 608 183400

6802 6613

8483 7631

1466 1182

21134 2 1134 20987 2 0987

2.39 1.99 2.39 1.99

13612 13 612 183400 12837 12 837 183400

270 280

6612 6582

3417 13685

1182 1191

18135 25713

1.00 1.00 2.60 2.60

10802 183400 17099 183400

280 290

8550 8550

14049 10937

757 757

29518 20267

2.60 2.60 1.00 1.00

19093 183400 19621 183400

290 298

8553 8553

10937 8235

757 757

20259 20089

1.00 1.00 1.00 1.00

19623 183400 16914 183400

298 299 299 300

8554 8618 8619 8645

19643 18075 18075 14254

757 1200 1200 2170

28330 2 8330 27069 27047 25277

2.76 2.76 2.76 2.76

300 310

8647 8647

5819 3189

2170 2170

20967 2 0967 19626 1 9626

1.00 1.00 1.00 1.00

15088 15 088 183400 12710 12 710 183400

310 320

8648 8648

3189 2792

2170 2170

19625 1 9625 21082 2 1082

1.00 1.00 1.00 1.00

12710 183400 12188 12 188 183400

280

8642

16589

931

33775

2.60 2.60

21053 183400

2.30 2.30 2.30 2.30

23346 23 346 22290 22292 19795

183400 183400 183400 183400

330

8642

9157

931

21235

1.00 1.00

17893 183400

 

67

 

330 338

8662 8662

9157 9249

931 931

21264 21036

1.00 1.00 1.00 1.00

17923 183400 18041 183400

338 339

8667 8623

25290 24983

931 1001

33995 33680

2.76 2.30 2.76 2.30

27694 183400 27449 183400

339

8625

24983

1001

33668

2.76 2.30

27452 183400

340

8560

23978

1065

32694

2.76 2.30

26738 183400

340 348

8561 8614

8727 8903

1065 1065

20465 20671 2 0671

1.00 1.00 1.00 1.00

17659 183400 17849 17 849 183400

348 349

8616 8676

24427 25533

1065 927

33158 34202

2.76 2.30 2.76 2.30

27100 183400 27867 183400

349 350

8677 8679

25533 25784

927 804

34232 34453

2.76 2.30 2.76 2.30

27869 183400 28027 183400

350 360

8679 8679

9467 8465

804 804

21383 21889

1.0 1.00 0 1.00 1.00 1.00

18199 183400 17168 183400

360 370

8681 8681

8465 26379

804 804

21890 35042

1.00 1.00 1.00 1.00

17170 183400 35057 183400