Lunes, 14 de Febrero de 2011, 4:40:00 PM
MEMORIADE CALCULO
INDUSTRIAS GENESIS!CONSTRUYENDO LA OBRA DEL
FUTURO...HOY¡ Professional Member
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Distrito Federal, México
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INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.
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86090 Villahermosa, Tabasco
C O N T E N I D O
I. Información General A. Descripción B. Combinaciones de carga C. Propiedades de los materiales D. Cargas E. Programas utilizados F. Bibliografía G. Curriculum Vitae H. Reglamento utilizado
II. Análisis por viento A. Análisis estático B. Análisis dinámico
III. Análisis estructural A. Modelo gráfico B. Modelo numérico
IV. Diseño estructural A. Elementos de cimentación B. Elementos de superestructura
VI. Planos estructurales A. Plano E-001 B. Plano E-002 C. Plano E-003
Professional Member
Professional Member(993) 3 55 16 39 y 3 55 09 07
INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.
www.indusgenesis.comMúsicos 601, Gaviotas Sur
86090 Villahermosa, Tabasco
I. Información General
CARACTERISTICAS GENERALESDEL PROYECTO ESTRUCTURAL
• Los factores y combinaciones de carga que se utilizaron fueron las siguientes:
Condición Peso Carga Carga Carga Sismo Sismo Viento Vientode carga Propio Muerta Viva Wm Viva Wa en X en Z Torsión en X en Z
Servicio Grav. 1.00 1.00 1.00Serv. Sismo en X 1.00 1.00 1.00 1.00 1.00Serv. Sismo en Z 1.00 1.00 1.00 1.00 1.00Serv. Viento en X 1.00 1.00 1.00 1.00Serv. Viento en Z 1.00 1.00 1.00 1.00
Diseño Grav. 1.40 1.40 1.40Dis. Sismo en X 1.10 1.10 1.10 1.10 1.10Dis. Sismo en Z 1.10 1.10 1.10 1.10 1.10Dis. Viento en X 1.10 1.10 1.10 1.10Dis. Viento en Z 1.10 1.10 1.10 1.10
Página 1
• El análisis estructural, se llevó a cabo por medio de un programa tridimensional para computadora que permite calcular las fuerzas actuantes en los elementos estructurales, debido a las cargas gravitacionales, sísmicas o de viento tomando en cuenta los requisitos establecidos en las Normas Técnicas Complementarias. También permite conocer la deformación de toda la estructura y de cada uno de los elementos, incluyendo el cálculo de los hundimientos diferenciales.
• Las acciones accidentales y las resistencias de diseño de los elementos de concreto y de acero se calcularon en base a los criterios de seguridad estructural que se establecen en las Normas Técnicas Complementarias del Reglamento de Construcciones del Distrito Federal y el Manual of Steel Construction of The American Institute of Steel Construction, Load and Resistance Factor Design, Second Edition..
• En el listado del análisis estructural sólo se muestran las condiciones de carga que rigen al diseño estructural.
• Este trabajo consiste en revisar la estructura de una nave, la cual se diseño con zapatas aisladas, dados, y columnas de IPR de 12x30.• El Techo es de lamina con armaduras de PTR.
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MODULO DE ELASTICIDAD Y RESISTENCIA DE LOS MATERIALESMaterial Módulo Unidad Resisten. Unidad
Concreto Tipo 2 113137 kg/cm2 200 kg/cm2Acero de refuerzo A-42 2100000 kg/cm2 4200 kg/cm2Suelo 6000 ton/m3 6000 kg/m2Acero estructural ASTM A36 2100000 kg/cm2 2530 kg/cm2
Página 2• Las cargas muertas y vivas de servicio que se consideran para el análisis estructural son las siguientes (las cargas vivas de servicio son las que se establecen en el Reglamento de Construcciones para el Distrito Federal en la tabla de cargas vivas del Artículo 203:
TABLA DE CARGAS VIVAS UNITARIAS, EN kg/m2Destino de Piso o Cubierta
1) Habitación (casa-habitación, departamentos,viviendas, dormitorios, cuartos de hotel, internadosde escuelas, cuarteles, cárceles, correccionales,hospitales y similares)2) Oficinas, despachos y laboratorios3) Comunicación para peatones (pasillos,escaleras, rampas, vestíbulos y pasajes deacceso libre al público)4) Estadios y lugares de reunión sin asientosindividuales5) Otros lugares de reunión (templos, cines,teatros, gimnasios, salones de baile, restaurantes,bibliotecas, aulas, salas de juego y similares)6) Comercios, fábricas y bodegas7) Cubiertas y azoteas con pendiente no mayorde 5%8) Cubiertas y azoteas con pendiente mayorde 5%9) Volados en vía pública (marquesinas,balcones y similares)10) Garajes y estacionamientos (paraautomóviles exclusivamente)
w wa wm
70 90 170
100 180 25040 150 350
40 350 450
40 250 350
0.8w 0.9w w15 70 100
5 20 40
15 70 300
40 100 250
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TechoPara uso como: Techo de lámina con pendiente mayor de 5%. Carga UnidadCarga muerta por techo de lámina de zinc o lona 10 kg/m2
Carga muerta total 10 kg/m2
Carga viva gravitacional [Wm] 10 kg/m2Carga viva para sismo [Wa] 5 kg/m2Cargas Génesis [1.26 por lado]: [CM:6][Wm:6[Wa:3][kg/m]
Programas utilizados para elanálisis y diseño estructural
Página 3
NOTA: No todos los programas sonaplicados en este proyecto.
Bowles
Programa para diseño de zapatas de concreto. Programación en Pascal por medio de Inteligencia Artificial.Por Ing. Juan Aldasoro Robles.
Bresler
Programa para diseño de columnas de concreto. Programación en Pascal por medio de Inteligencia Artificial.Por Ing. Juan Aldasoro Robles.
Cargas
Programa para calcular áreas tributarias. Programación en Pascal por medio de Inteligencia Artificial.Por Ing. Juan Aldasoro Robles.
Cargas MF
Programa para calcular las cargas tributarias para el análisis estructural con Multiframe. Programa en Pascal por medio de Inteligencia Artificial.Por Ing. Juan Aldasoro Robles.
Descripción
Programa para calcular deflexiones a largo plazo de elementos de concreto. Programación en Pascal por medio de Inteligencia Artificial.Por Ing. Juan Aldasoro Robles.
Dowrick
Programa para calcular pesos, rigideces, centros de masa y de torsión de las estructuras. Por Ing. Juan Aldasoro Robles.
Ménsula
Programa para diseñar ménsulas de concreto o de acero. Programación en Pascal por medio de Inteligencia Artificial.Por Ing. Juan Aldasoro Robles.
Vector Works
Programa CAD (Computer Aided Design) para dibujar. Por Graphsoft.12
MultiFrame
Programa para análisis estructural tridimensional. Version 10.4.3.Por Formation Design System.
Muro
Programa para diseño de muros de carga de mampostería. Programación en Pascal por medio de Inteligencia Artificial. Por Ing. Juan Aldasoro Robles.
Newmark
Programa para análisis sísmico por el método dinámico. Programación en Pascal por medio de Inteligencia Artificial.Por Ing. Juan Aldasoro Robles.
Park
Programa para diseño de losas macizas de concreto. Programación en Pascal por medio de Inteligencia Artificial. Por Ing. Juan Aldasoro Robles.
Placa Base
Programa para diseñar placas base de acero para apoyos de columnas.Programación en Pascal por medio de Inteligencia Artificial.Por Ing. Juan Aldasoro Robles.Programa para calcular las cargas en la cimentación para diseñar zapatas corridas. Programación en Pascal por medio de Inteligencia Artificial. Por Ing. Juan Aldasoro Robles.Reacciones
Secciones
Programa para dibujar cualquier sección de acero del Manual IMCA. Programación en Pascal por medio de Inteligencia Artificial.Por Ing. Juan Aldasoro Robles.
SectionMaker
Programa para calcular las características geométricas de los elementos estructurales. Version 10.4.3.Por Formation Design System.
Soldadura
Programa para diseñar las soldaduras de cualquier tipo de conexión. Programación en Pascal por medio de Inteligencia Artificial. Por Ing. Juan Aldasoro Robles.
Sotavento
Programa para calcular las fuerzas dinámicas producidas por el viento de huracanes o ráfagas. Programación en Pascal por medio de Inteligencia Artificial. Por Ing. Juan Aldasoro Robles.
SteelDesigner
Programa para diseñar elementos de acero. Version 10.4.3.Por Formation Design System.
Volteo
Programa para calcular la estabilidad de las estructuras contra el volteo. Por Ing. Juan Aldasoro Robles.
Whitney
Programa para diseño de vigas de concreto. Programación en Pascal por medio de Inteligencia Artificial. Por Ing. Juan Aldasoro Robles.
—1. Reglamento de Construcciones del Distrito Federal, Normas Técnicas Complementarias para Diseño y Construcción de Cimentaciones, 2004.—2. Bowles, Joseph E., Foundation Analysis And Design, McGraw Hill, 1982.—3. Aldasoro, Robles Juan, Diseño Asistido por Computadora de Columnas de Concreto, Facultad de Ingeniería, UNAM, México D.F., 1989.—4. Reglamento de Construcciones del Distrito Federal, Normas Técnicas Complementarias para Diseño y Construcción de Estructuras de Concreto, 2004.—5. Diehl Graphsoft Inc, Vector Works, 1998, E-mail: http//www.diehlgraphsoft.com.—6. González Cuevas, Oscar M., Robles F., Francisco, Aspectos Fundamentales del Concreto Reforzado, Limusa, México, D.F., 1985.—7. Formation Design System PYT LTD, Multiframe, 2008, E-mail: http//www.formsys.com.
BIBLIOGRAFIA
Página 4
—8. Bazán Zurita, Enrique, Meli Piralla, Roberto, Manual de Diseño Sísmico de Edificios, Limusa, México, D.F., 1987.—9. Luthe, Rodolfo, Olivera, Antonio, Métodos Numéricos, Limusa, México, D.F., 1988.—10. Park, R, Gamble, W. L., Losas de Concreto Reforzado, Limusa, México, D.F., 1987.—11. DeWolf, John T., Column Base Plate, American Institute of Steel Construction, Chicago Illinois, 1991.—12. Instituto Mexicano de la Construcción en Acero, A.C., Manual de Construcción en Acero, Limusa, México, D.F., 1987.—13. Manual of Steel Construction, Second Edition, Load & Resistance Factor Design, Volumen I, II, American Institute of Steel Construction, Chicago Illinois, 1994.—14. Bresler, Boris, Lin, T.Y., Scalzi, John B., Diseño de Estructuras de Acero, Limusa, México, D.F., 1983.—15. Reglamento de Construcciones del Distrito Federal, Normas Técnicas Complementarias para Diseño por Viento, 25 de febrero de 2004.—16. Comisión Federal de Electricidad, Manual de Diseño de Obras Civiles, Diseño por Viento, Instituto de Investigaciones Eléctricas, México, D.F., 2004.—17. Steel Construction Manual, Allowable Stress Design Ninth Edition, American Institute of Steel Construction, Chicago Illinois, 1989.—18. Wang, Chu-Kia, Salmon, Charles G., Reinforced Concrete Design, Fourth Edition, Harper & Row, Publishers, New York, 1985.
Página 5
INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A. DE C.V.
Industrias Génesis es una empresa que ha proporcionado servicios de ingeniería y construcción a clientes de los sectores público y privado desde 1994, antes llamada Génesis Diseño Estructural. A partir del 2003 cambia de nombre y razón social a Industrias Génesis y Construcciones, S.A. de C.V.
Industrias Génesis se dedica al diseño o construcción de obras de infraestructura, construcción urbana e industrial, con mayor presencia y solidez vinculada a la calidad, la seguridad y el medio ambiente.
Ejerciendo una mayor selectividad en la contratación, con riesgos identificados y mayor rigor y precisión en sus controles, Industrias Génesis proseguirá con la entrega puntual y oportuna de los proyectos o construcciones que le sean encomendados. De igual forma, impulsará el desarrollo del personal con alto potencial, para retener y acrecentar el capital intelectual competitivo que exige la globalización.
La misión de Industrias Génesis es ser una empresa en el desarrollo, construcción y operación de infraestructura, con vocación de servicio al cliente, capacidad técnica siempre actualizada, ética profesional y calidad invariable en el cumplimiento de sus compromisos.
Industrias Génesis asumió un verdadero compromiso ambiental, al desarrollar sus obras procurando la conservación de los recursos naturales y contribuyendo al mejoramiento de la calidad de vida de las comunidades en todas las regiones donde tenga presencia, cumpliendo con las normas vigentes y de protección al medio ambiente.
Industrias Génesis y Construcciones, S. A. de C.V. ha participado en más de 3,000 proyectos estructurales, de construcción y haber patentado dos sistemas constructivos Muro Génesis© y Losa Génesis©.
Ing. Juan Aldasoro RoblesDirector General de Industrias Génesis y Construcciones, S.A. de C.V.
Ingeniero Civil, Facultad de Ingeniería, UNAMMaestría en Ingeniería Estructural, Unidad de Posgrado de Ingeniería, UNAM
Cédula Profesional de Ingeniero Civil Nº 1402927 UNAMCédula de Maestría en Estructuras Nº 1751280 UNAM
Professional Member of American Institute of Steel Construction, Inc. ID. No. 054743
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Músicos 601, Gaviotas Sur86090 Villahermosa, Tabasco
Los análisis y diseños se llevaron a cabo con base a lasdisposiciones del Reglamento de Construcciones para el
Distrito Federal.
Músicos 601, Gaviotas Sur86090 Villahermosa, TabascoTel. (993) 3 55 16 39, Fax 3 55 09 07e-Mail: [email protected]
INDUSTRIAS GENESIS!CONSTRUYENDO LA OBRA
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Página 6
También se utilizaron los reglamentos LRFD 2003Third Edition del American Institute of Steel
Construction y ANSI/AWS D1.1/D1.1M:2002 delAmerican Welding Society.
Professional Member(993) 3 55 16 39 y 3 55 09 07
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Atentamente
Ing. Juan Aldasoro RoblesDirector General de Industrias Génesis y Construcciones, S.A. de C.V.
Ingeniero Civil, Facultad de Ingeniería, UNAMMaestría en Ingeniería Estructural, Unidad de Posgrado de Ingeniería, UNAM
Cédula Profesional de Ingeniero Civil Nº 1402927 UNAMCédula de Maestría en Estructuras Nº 1751280 UNAM
Professional Member of American Institute of Steel Construction, Inc. ID. No. 054743
Professional Member(993) 3 55 16 39 y 3 55 09 07
INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.
www.indusgenesis.comMúsicos 601, Gaviotas Sur
86090 Villahermosa, Tabasco
II. Análisis por viento
Distrito FederalMunicipio en que está ubicada la estructura:
R4Rugosidad del terreno:
BGrupo en que está clasificada:
grados
2.5 m
Datos para calcular laspresiones de diseño para
cubiertas de cualquier forma
11 m
Techo de
barloventoTecho de sotavento
Pared de
barloventoParedlateral
!
Viento normal a las generatrices Viento paralelo a las generatrices
H H
d b
Pared debarlovento
Techo de
barloventoTecho de sotavento
Pared
lateral
Pared de
sotavento
b d
!
Viento Viento
Nombre del proyecto:
Página 1
SIConstrucción cerrada:
G11-2-3069 Nave Flawserver.
T2Forma topográfica local
DISEÑO POR VIENTOCaso I. Edificios, construcciones cerradas o abiertas
2Tipo según respuesta de la estructura:
Programa Sotavento para calcular las presiones de diseñoestáticas y dinámicas producidas por el viento.
Cumpliendo con las Normas Técnicas Complementarias paradiseño por viento del Distrito Federal.
(C) COPYRIGHT 16 de septiembre de 1996-2004 V3.0Por Ing. Juan Aldasoro Robles
ALL RIGHTS RESERVED
ß/4
ß/2
ß/4 ß
C
B
A
d
VientoH
a
H =
b = d
11
a =
25.5m
ß/4
ß/2
ß/4 ß
b=
a=
Viento
25.50
2.50
m
m
Factores de presión para cubiertas de arco:
H= 11.00 m
-52.9
0.0
0.0
RESULTADOSSábado, 12 de Febrero de 2011, 10:19:47 PM
Viento Viento
48.1
-47.1 -41.2
48.1
-24.1 -24.1-41.2
-41.2-41.2
-48.1-48.1
Ubicación de las presiones de diseño
(1) (1)
(2)(2)
(3)
(3)
(4)(5)
(5)
(6)
(7)
48.1
-24.1
-48.1
-41.2
120.0
Presión de diseño para paredes de barlovento (1): 2kg/m
Presión de diseño para paredes de sotavento (2):
Presión de diseño para paredes laterales (3):
Presión de diseño para techos planos (4):
Presión de diseño para techos inclinados paraacción paralela a las generatrices (5):
Presión de diseño para techos inclinados ladode sotavento (6):
Presión de diseño para techos inclinados ladode barlovento (7):
Velocidad regional de diseño:
-41.2
-41.2
-47.1
2kg/m2kg/m2kg/m
2kg/m
2kg/m
2kg/m
km/hFecha:
Caso I. Edificios y construcciones Página 2
90.3Velocidad regional con factor correctivo: km/h
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Grupo A. Estructuras con periodos de retorno de 200 años.Construcciones cuya falla estructural podría causar la pérdida de un número elevado de vidas, o pérdidas económicas o culturales excepcionalmente altas, o que constituya un peligro significativo por contener sustancias tóxicas o explosivas, así como construcciones cuyo funcionamiento sea esencial a raíz de una emergencia urbana, como hospitales y escuelas, estadios, templos, salas de espectáculos y hoteles, que tengan salas de reunión con capacidad para más de 200 personas; gasolineras, depósito de sustancias inflamables o tóxicas, terminales de transportes, estaciones de bomberos, subestaciones eléctricas y centrales telefónicas de telecomunicaciones, archivos y registros públicos de particular importancia, a juicio del Ayuntamiento, museos, monumentos y locales que alojen equipo especialmente costoso.
Grupo B. Estructuras con periodos de retorno de 50 años.Construcciones comunes destinadas a viviendas, oficinas y locales comerciales, hoteles y construcciones comerciales e industriales no incluidas en el Grupo A, las que se subdividen en:
Subgrupo B1Construcciones de más de 12 m de altura o planta baja y tres niveles, o con
más de 4,500 m2 del área total construida, ubicadas en cualquier tipo de suelo.Subgrupo B2Las no incluidas en el Subgrupo B1.
Grupo T. Estructuras con periodos de retorno de 10 años.Grupo de estructutas temporales. Estructuras con periodos de retorno de 10 años.
GRUPOS EN QUE ESTAN CLASIFICADAS LAS ESTRUCTURASPágina 3
TIPO 1. Comprende las estructuras poco sensibles a las ráfagas y a los efectos dinámicos de viento. Incluye las construcciones cerradas techadas con sistemas de cubierta rígidos; es decir, que sean capaces de resistir las cargas debidas al viento sin que varíe esencialmente su geometría. Se excluyen las construcciones en que la relación entre altura y dimensión menor en planta es mayor que cinco o cuyo periodo natural de vibración excede de 2 seg. Se excluyen también las cubiertas flexibles, como las de tipo colgante, a menos que por la adopción de una geometría adecuada, la aplicación de presfuerzo u otra medida, se logre limitar la respuesta estructural dinámica.
TIPO 2. Comprende las estructuras cuya esbeltez o dimensiones reducidas de su sección transversal las hace especialmente sensibles a las ráfagas de corta duración y cuyos periodos naturales largos favorecen la ocurrencia de oscilaciones importantes. Se cuentan en este tipo los edificios con esbeltez, definida como la relación entre la altura y la mínima dimensión en planta, mayor de 5, o con periodo fundamental mayor de 2 segundos.Se incluyen también las torres atirantadas o en voladizo para líneas de transmisión, antenas, tanques elevados, parapetos, anuncios y en general las estructuras que presentan dimensiones muy corta paralela a la dirección del viento. Se excluyen las estructuras que explícitamente se mencionan como pertenecientes a las Tipo 3 y 4.
TIPO 3. Comprende estructuras como las definidas en el Tipo 2 en que, además, la forma de la sección transversal propicia la generación periódica de vórtices o remolinos de ejes paralelos a la mayor dimension de la estructura.
TIPO 4. Comprende estructuras que por su forma o por lo largo de sus periodos de vibración presentan problemas aerodinámicos especiales. Entre ellas se hayan las cubiertas colgantes que no pueden incluirse en el Tipo 1.
CLASIFICACION DE LAS ESTRUCTURAS Página 4
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III. Análisis estructural
Saturday, February 12, 2011 Page 1
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SectionsW12x30PTR 1.5'' Cal. 14PTR 1'' Cal. 14PTR 3x1/4"PTR2'' Cal. 11PTR 3x1/8"Rec 50x40
Saturday, February 12, 2011 Page 1
Multiframe4D Version 11.06 \\.psf\PC\Trabajos Mf 2011\101228 G11-02-3069 Nave Flowserve\G11-02-3069 Nave Flowserve.mfd
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SectionsW12x30PTR 1.5'' Cal. 14PTR 1'' Cal. 14PTR 3x1/4"PTR2'' Cal. 11PTR 3x1/8"Rec 50x40
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Multiframe4D Version 11.06 \\.psf\PC\Trabajos Mf 2011\101228 G11-02-3069 Nave Flowserve\G11-02-3069 Nave Flowserve.mfd
Load View - Carga Muerta
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SectionsW12x30PTR 1.5'' Cal. 14PTR 1'' Cal. 14PTR 3x1/4"PTR2'' Cal. 11PTR 3x1/8"Rec 50x40
Monday, February 14, 2011 Page 1
Multiframe4D Version 11.06 \\.psf\PC\Trabajos Mf 2011\101228 G11-02-3069 Nave Flowserve\G11-02-3069 Nave Flowserve.mfd
Load View - Carga Viva Wm
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SectionsW12x30PTR 1.5'' Cal. 14PTR 1'' Cal. 14PTR 3x1/4"PTR2'' Cal. 11PTR 3x1/8"Rec 50x40
Monday, February 14, 2011 Page 1
Multiframe4D Version 11.06 \\.psf\PC\Trabajos Mf 2011\101228 G11-02-3069 Nave Flowserve\G11-02-3069 Nave Flowserve.mfd
Load View - F. Viento en X
x
y
z
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SectionsW12x30PTR 1.5'' Cal. 14PTR 1'' Cal. 14PTR 3x1/4"PTR2'' Cal. 11PTR 3x1/8"Rec 50x40
CONTENIDO Y CARACTERISTICAS DEL LISTADO DELPROGRAMA MULTIFRAME
(a) Puede ser rígido o articulado el nudo.
(b) Definición de la longitud y de la pendiente:
Longit
ud
Pendiente
y
x
(c) Definición de la orientación y las acciónes de lasfuerzas en los elementos:
y’
x’
z’
z x
y
(d) Puede ser rígido o articulado el extremo del elemento.
(e) Las cargas en los elementos aparecen tantas veces según como esté compuesta la condición de carga respectiva.
Coordenadas de los nudosNudo x y z Tipo (a)Geometría del elementoElemento Nudo 1 Nudo 2 Longitud (b) Pendiente (b) Orientación (c)Tipo de elementoMiembro øx’ (d) øy’ (d) øz’ (d) Peso propioSección del elementoElemento Grupo SecciónPropiedades de la secciónNombre Area I x I y J E GRestricciones en los nudos y desplazamientos prescritosNudo dx dy dz øx øy øzResortes en los nudosNudo kx ky kz køx køy køzCargas en los nudos (e)Nudo P x Py Pz M x My MzCargas en los elementos (e)Elemento Tipo Dis. Isquier. Dis. Derecha Mag. Izquier. Mag. DerechaDesplazamiento del nudoNudo Con. de carga dx dy dz øx øy øzReacciones en los nudosNudo Con. de carga Rx Ry Rz M x My MzSuma de reaccionesRx Ry Rz M x My MzAcciones en los elementosElemento Con. de carga Px ’ Vy’ Vz’ Tx’ My’ Mz’
My1Py1
Mz1
Pz1
Mx1
Px1
Los momentos siguenla regla de la mano derecha
Coordenadas
Globales
Project Details
Title: Nave flowserver
Client Particular
Site Me'xico DF
Building Genesis
Description Dise;o de un techo a base armaduras
Design Details
Job ID: JAR
Version: 1.0
Company: Industrias Genesis y Construcciones, S.A de C.V.
Designed by: Ing. Juan Aldasoro Robles
Checked by: Ing. Juan Aldasoro Robles
Notes: Industrias Genesis y Construcciones, S.A de C.V.
Musicos 601, Gaviotas Sur
Villahermosa, Tabasco
Tel. (993) 3 55 16 39
Fax 3 55 09 07
email: igenesisªprodigy.net.mx
www.indusgenesis.com
Joint Coordinates
Joint Label x y z Typecm cm cm
1 900.000 0.000 1170.000 Rigid
2 900.000 1100.000 1170.000 Rigid
3 900.000 1100.000 3510.000 Rigid
4 900.000 1100.000 4680.000 Rigid
5 900.000 0.000 0.000 Rigid
6 900.000 1100.000 0.000 Rigid
7 900.000 0.000 2340.000 Rigid
8 900.000 1100.000 2340.000 Rigid
9 900.000 0.000 3510.000 Rigid
10 900.000 0.000 4680.000 Rigid
11 -375.000 0.000 1170.000 Rigid
12 -800.000 0.000 2340.000 Rigid
13 0.000 0.000 0.000 Rigid
14 -1650.000 0.000 4680.000 Rigid
15 -375.000 1350.000 2340.000 Rigid
16 -375.000 1350.000 3510.000 Rigid
17 0.000 1276.471 -0.000 Rigid
18 900.000 1020.000 1170.000 Rigid
19 900.000 1020.000 3510.000 Rigid
20 900.000 1020.000 4680.000 Rigid
21 900.000 1020.000 0.000 Rigid
22 900.000 1020.000 2340.000 Rigid
75 -1650.000 1100.000 4680.000 Rigid
76 -375.000 1350.000 1170.000 Rigid
77 -375.000 1350.000 4680.000 Rigid
78 -800.000 1266.667 2340.000 Rigid
79 -1227.000 1182.941 3510.000 Rigid
80 -1227.000 0.000 3510.000 Rigid
85 -1395.000 1150.000 4680.000 Rigid
86 -1140.000 1200.000 4680.000 Rigid
87 -885.000 1250.000 4680.000 Rigid
88 -630.000 1300.000 4680.000 Rigid
327 -375.000 1270.000 1170.000 Rigid
328 -375.000 1270.000 3510.000 Rigid
329 -375.000 1270.000 4680.000 Rigid
330 -375.000 1270.000 2340.000 Rigid
331 -375.000 1350.000 4512.857 Rigid
332 -375.000 1350.000 4345.714 Rigid
333 -375.000 1350.000 4178.571 Rigid
334 -375.000 1350.000 4011.428 Rigid
335 -375.000 1350.000 3844.286 Rigid
336 -375.000 1350.000 3677.143 Rigid
337 -375.000 1270.000 4596.429 Rigid
338 -375.000 1270.000 4429.285 Rigid
339 -375.000 1270.000 4262.143 Rigid
340 -375.000 1270.000 4095.000 Rigid
Monday, February 14, 2011 Page 1
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Joint Coordinates (Continued)
Joint Label x y z Typecm cm cm
341 -375.000 1270.000 3927.857 Rigid
342 -375.000 1270.000 3760.714 Rigid
343 -375.000 1270.000 3593.571 Rigid
344 -375.000 1350.000 3342.857 Rigid
345 -375.000 1350.000 3175.714 Rigid
346 -375.000 1350.000 3008.571 Rigid
347 -375.000 1350.000 2841.428 Rigid
348 -375.000 1350.000 2674.286 Rigid
349 -375.000 1350.000 2507.143 Rigid
350 -375.000 1270.000 3426.429 Rigid
351 -375.000 1270.000 3259.286 Rigid
352 -375.000 1270.000 3092.143 Rigid
353 -375.000 1270.000 2925.000 Rigid
354 -375.000 1270.000 2757.857 Rigid
355 -375.000 1270.000 2590.714 Rigid
356 -375.000 1270.000 2423.571 Rigid
363 -375.000 1270.000 2256.429 Rigid
370 -630.000 1300.000 2340.000 Rigid
371 -630.000 1300.000 3510.000 Rigid
372 -630.000 1220.000 3510.000 Rigid
373 -630.000 1220.000 4680.000 Rigid
374 -630.000 1220.000 2340.000 Rigid
375 -630.000 1300.000 4512.857 Rigid
376 -630.000 1300.000 4345.714 Rigid
377 -630.000 1300.000 4178.571 Rigid
378 -630.000 1300.000 4011.428 Rigid
379 -630.000 1300.000 3844.286 Rigid
380 -630.000 1300.000 3677.143 Rigid
381 -630.000 1220.000 4596.429 Rigid
382 -630.000 1220.000 4429.285 Rigid
383 -630.000 1220.000 4262.143 Rigid
384 -630.000 1220.000 4095.000 Rigid
385 -630.000 1220.000 3927.857 Rigid
386 -630.000 1220.000 3760.714 Rigid
387 -630.000 1220.000 3593.571 Rigid
388 -630.000 1300.000 3342.857 Rigid
389 -630.000 1300.000 3175.714 Rigid
390 -630.000 1300.000 3008.571 Rigid
391 -630.000 1300.000 2841.428 Rigid
392 -630.000 1300.000 2674.286 Rigid
393 -630.000 1300.000 2507.143 Rigid
394 -630.000 1220.000 3426.429 Rigid
395 -630.000 1220.000 3259.286 Rigid
396 -630.000 1220.000 3092.143 Rigid
397 -630.000 1220.000 2925.000 Rigid
398 -630.000 1220.000 2757.857 Rigid
399 -630.000 1220.000 2590.714 Rigid
400 -630.000 1220.000 2423.571 Rigid
403 -630.000 1220.000 2256.429 Rigid
406 -885.000 1250.000 3510.000 Rigid
407 -885.000 1170.000 3510.000 Rigid
408 -885.000 1170.000 4680.000 Rigid
409 -885.000 1250.000 4512.857 Rigid
410 -885.000 1250.000 4345.714 Rigid
411 -885.000 1250.000 4178.571 Rigid
412 -885.000 1250.000 4011.428 Rigid
413 -885.000 1250.000 3844.286 Rigid
414 -885.000 1250.000 3677.143 Rigid
415 -885.000 1170.000 4596.429 Rigid
416 -885.000 1170.000 4429.285 Rigid
417 -885.000 1170.000 4262.143 Rigid
418 -885.000 1170.000 4095.000 Rigid
419 -885.000 1170.000 3927.857 Rigid
420 -885.000 1170.000 3760.714 Rigid
421 -885.000 1170.000 3593.571 Rigid
422 -885.000 1250.000 3342.857 Rigid
423 -885.000 1250.000 3175.714 Rigid
424 -885.000 1250.000 3008.571 Rigid
Monday, February 14, 2011 Page 2
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Joint Coordinates (Continued)
Joint Label x y z Typecm cm cm
425 -885.000 1250.000 2841.428 Rigid
426 -885.000 1250.000 2674.286 Rigid
427 -885.000 1170.000 3426.429 Rigid
428 -885.000 1170.000 3259.286 Rigid
429 -885.000 1170.000 3092.143 Rigid
430 -885.000 1170.000 2925.000 Rigid
431 -885.000 1170.000 2757.857 Rigid
432 -885.000 1170.000 2590.714 Rigid
433 -1140.000 1200.000 3510.000 Rigid
434 -1140.000 1120.000 3510.000 Rigid
435 -1140.000 1120.000 4680.000 Rigid
436 -1140.000 1200.000 4512.857 Rigid
437 -1140.000 1200.000 4345.714 Rigid
438 -1140.000 1200.000 4178.571 Rigid
439 -1140.000 1200.000 4011.428 Rigid
440 -1140.000 1200.000 3844.286 Rigid
441 -1140.000 1200.000 3677.143 Rigid
442 -1140.000 1120.000 4596.429 Rigid
443 -1140.000 1120.000 4429.285 Rigid
444 -1140.000 1120.000 4262.143 Rigid
445 -1140.000 1120.000 4095.000 Rigid
446 -1140.000 1120.000 3927.857 Rigid
447 -1140.000 1120.000 3760.714 Rigid
448 -1140.000 1120.000 3593.571 Rigid
449 -1140.000 1200.000 3342.857 Rigid
450 -1140.000 1120.000 3426.429 Rigid
451 -1395.000 1070.000 4680.000 Rigid
452 -1650.000 1020.000 4680.000 Rigid
453 -1490.625 1131.250 4680.000 Rigid
454 -1331.250 1162.500 4680.000 Rigid
455 -1171.875 1193.750 4680.000 Rigid
456 -1012.500 1225.000 4680.000 Rigid
457 -1570.313 1035.625 4680.000 Rigid
458 -1410.938 1066.875 4680.000 Rigid
459 -1251.563 1098.125 4680.000 Rigid
460 -1092.188 1129.375 4680.000 Rigid
461 -932.813 1160.625 4680.000 Rigid
462 -773.438 1191.875 4680.000 Rigid
463 -614.063 1223.125 4680.000 Rigid
464 -454.688 1254.375 4680.000 Rigid
480 -853.125 1256.250 4680.000 Rigid
481 -693.750 1287.500 4680.000 Rigid
482 -534.375 1318.750 4680.000 Rigid
528 0.000 1196.471 -0.000 Rigid
540 -800.000 1186.667 2340.000 Rigid
541 -1227.000 1102.941 3510.000 Rigid
542 -1085.000 1210.784 3510.000 Rigid
543 -943.000 1238.627 3510.000 Rigid
544 -801.000 1266.471 3510.000 Rigid
545 -659.000 1294.314 3510.000 Rigid
546 -517.000 1322.157 3510.000 Rigid
547 -1156.000 1116.863 3510.000 Rigid
548 -1014.000 1144.706 3510.000 Rigid
549 -872.000 1172.549 3510.000 Rigid
550 -730.000 1200.392 3510.000 Rigid
551 -588.000 1228.235 3510.000 Rigid
552 -446.000 1256.078 3510.000 Rigid
553 -658.333 1294.444 2340.000 Rigid
554 -516.667 1322.222 2340.000 Rigid
555 -729.167 1200.556 2340.000 Rigid
556 -587.500 1228.333 2340.000 Rigid
557 -445.833 1256.111 2340.000 Rigid
558 -1597.125 1110.368 4533.750 Rigid
559 -1544.250 1120.735 4387.500 Rigid
560 -1491.375 1131.103 4241.250 Rigid
561 -1438.500 1141.471 4095.000 Rigid
562 -1385.625 1151.838 3948.750 Rigid
563 -1332.750 1162.206 3802.500 Rigid
Monday, February 14, 2011 Page 3
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Joint Coordinates (Continued)
Joint Label x y z Typecm cm cm
564 -1279.875 1172.573 3656.250 Rigid
565 -1623.562 1025.184 4606.875 Rigid
566 -1570.687 1035.551 4460.625 Rigid
567 -1517.813 1045.919 4314.375 Rigid
568 -1464.937 1056.287 4168.125 Rigid
569 -1412.063 1066.654 4021.875 Rigid
570 -1359.188 1077.022 3875.625 Rigid
571 -1306.313 1087.390 3729.375 Rigid
572 -1253.438 1097.757 3583.125 Rigid
573 -1395.000 1150.000 3974.681 Rigid
574 -1395.000 1070.000 3974.681 Rigid
575 -1140.000 1200.000 3271.616 Rigid
576 -1140.000 1120.000 3271.616 Rigid
577 -885.000 1250.000 2572.904 Rigid
578 -885.000 1170.000 2572.904 Rigid
579 -853.375 1256.201 2486.250 Rigid
580 -906.750 1245.735 2632.500 Rigid
581 -960.125 1235.270 2778.750 Rigid
582 -1013.500 1224.804 2925.000 Rigid
585 -1173.625 1193.407 3363.750 Rigid
586 -826.688 1181.434 2413.125 Rigid
587 -880.062 1170.968 2559.375 Rigid
588 -933.438 1160.502 2705.625 Rigid
589 -986.812 1150.037 2851.875 Rigid
592 -1146.938 1118.640 3290.625 Rigid
593 -1200.313 1108.174 3436.875 Rigid
594 -1395.000 1150.000 4512.857 Rigid
595 -1395.000 1150.000 4345.714 Rigid
596 -1395.000 1150.000 4178.571 Rigid
597 -1395.000 1150.000 4011.428 Rigid
598 -1395.000 1070.000 4596.429 Rigid
599 -1395.000 1070.000 4429.285 Rigid
600 -1395.000 1070.000 4262.143 Rigid
601 -1395.000 1070.000 4095.000 Rigid
609 -773.438 1191.875 2266.875 Rigid
637 -375.000 1350.000 4387.357 Rigid
644 -375.000 1350.000 4095.131 Rigid
652 -375.000 1350.000 3802.632 Rigid
656 -375.000 1350.000 3217.357 Rigid
663 -375.000 1350.000 2925.131 Rigid
670 -375.000 1350.000 2632.631 Rigid
706 -1395.000 1150.000 4387.357 Rigid
707 -1140.000 1200.000 4387.357 Rigid
708 -885.000 1250.000 4387.357 Rigid
709 -630.000 1300.000 4387.357 Rigid
710 -1395.000 1150.000 4095.131 Rigid
711 -1140.000 1200.000 4095.131 Rigid
712 -885.000 1250.000 4095.131 Rigid
713 -630.000 1300.000 4095.131 Rigid
714 -1140.000 1200.000 3802.632 Rigid
715 -885.000 1250.000 3802.632 Rigid
716 -630.000 1300.000 3802.632 Rigid
717 -885.000 1250.000 3217.357 Rigid
718 -630.000 1300.000 3217.357 Rigid
719 -885.000 1250.000 2925.131 Rigid
720 -630.000 1300.000 2925.131 Rigid
721 -885.000 1250.000 2632.631 Rigid
722 -630.000 1300.000 2632.631 Rigid
724 -1650.000 -120.000 4680.000 Rigid
725 900.000 -120.000 4680.000 Rigid
726 900.000 -120.000 3510.000 Rigid
727 900.000 -120.000 2340.000 Rigid
728 -1227.000 -120.000 3510.000 Rigid
729 0.000 -120.000 0.000 Rigid
730 -800.000 -120.000 2340.000 Rigid
731 -375.000 -120.000 1170.000 Rigid
732 900.000 -120.000 0.000 Rigid
733 900.000 -120.000 1170.000 Rigid
Monday, February 14, 2011 Page 4
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Joint Coordinates (Continued)
Joint Label x y z Typecm cm cm
739 -502.500 1325.000 4387.357 Rigid
740 -757.500 1275.000 4387.357 Rigid
741 -1012.500 1225.000 4387.357 Rigid
742 -1267.500 1175.000 4387.357 Rigid
780 -502.500 1325.000 4680.000 Rigid
781 -502.500 1325.000 4095.131 Rigid
782 -502.500 1325.000 3802.632 Rigid
783 -502.500 1325.000 3510.000 Rigid
784 -757.500 1275.000 4680.000 Rigid
785 -757.500 1275.000 4095.131 Rigid
786 -757.500 1275.000 3802.632 Rigid
787 -757.500 1275.000 3510.000 Rigid
788 -1012.500 1225.000 4095.131 Rigid
789 -1012.500 1225.000 3802.632 Rigid
790 -1012.500 1225.000 3510.000 Rigid
791 -1267.500 1175.000 4680.000 Rigid
792 -1267.500 1175.000 4095.131 Rigid
793 -1267.500 1175.000 3802.544 Rigid
831 -1267.500 1175.000 3622.021 Rigid
832 -502.500 1325.000 3217.357 Rigid
833 -757.500 1275.000 3217.357 Rigid
834 -1012.500 1225.000 3217.434 Rigid
835 -502.500 1325.000 2925.131 Rigid
836 -502.500 1325.000 2632.631 Rigid
837 -502.500 1325.000 2340.000 Rigid
838 -757.500 1275.000 2925.131 Rigid
839 -757.500 1275.000 2632.631 Rigid
840 -757.500 1275.000 2340.000 Rigid
841 -1012.500 1225.000 2925.001 Rigid
845 -1227.000 551.471 3510.000 Rigid
846 900.000 510.000 3510.000 Rigid
847 -800.000 593.333 2340.000 Rigid
Member Geometry
Member Label Joint1 Joint2 Length Slope Orient.cm deg deg
1 1 18 1020.000 90.000 0.000
2 5 21 1020.000 90.000 0.000
3 7 22 1020.000 90.000 0.000
4 9 846 510.000 90.000 0.000
5 10 20 1020.000 90.000 0.000
7 11 327 1270.000 90.000 0.000
8 12 847 593.333 90.000 0.000
9 13 528 1196.471 90.000 90.000
10 14 452 1020.000 90.000 0.000
12 18 2 80.000 90.000 0.000
13 19 3 80.000 90.000 0.000
14 20 4 80.000 90.000 0.000
15 21 6 80.000 90.000 0.000
16 22 8 80.000 90.000 0.000
132 80 845 551.471 90.000 0.000
133 75 558 155.860 3.814 0.000
590 327 76 80.000 90.000 0.000
591 77 331 167.143 0.000 0.000
592 329 337 83.571 0.000 0.000
593 331 637 125.500 0.000 0.000
594 332 333 167.143 0.000 0.000
595 333 644 83.440 0.000 0.000
596 334 335 167.143 0.000 0.000
597 335 652 41.654 0.000 0.000
598 336 16 167.143 0.000 0.000
599 343 328 83.572 0.000 0.000
600 77 337 115.690 -43.749 0.000
601 337 331 115.690 43.749 0.000
602 331 338 115.690 -43.749 0.000
603 338 332 115.690 43.749 0.000
Monday, February 14, 2011 Page 5
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Geometry (Continued)
Member Label Joint1 Joint2 Length Slope Orient.cm deg deg
604 332 339 115.690 -43.749 0.000
605 339 333 115.690 43.749 0.000
606 333 340 115.690 -43.749 0.000
607 340 334 115.690 43.749 0.000
608 334 341 115.690 -43.749 0.000
609 341 335 115.690 43.749 0.000
610 335 342 115.690 -43.749 0.000
611 342 336 115.690 43.749 0.000
612 336 343 115.690 -43.749 0.000
613 343 16 115.690 43.749 180.000
614 337 338 167.143 0.000 0.000
615 338 339 167.142 0.000 0.000
616 339 340 167.143 0.000 0.000
617 340 341 167.142 0.000 0.000
618 341 342 167.143 0.000 0.000
619 342 343 167.142 0.000 0.000
620 16 344 167.143 0.000 0.000
621 328 350 83.571 0.000 0.000
622 344 656 125.500 0.000 0.000
623 345 346 167.143 0.000 0.000
624 346 663 83.440 0.000 0.000
625 347 348 167.143 0.000 0.000
626 348 670 41.654 0.000 0.000
627 349 15 167.143 0.000 0.000
628 356 330 83.571 0.000 0.000
629 16 350 115.690 -43.749 180.000
630 350 344 115.690 43.749 0.000
631 344 351 115.690 -43.749 0.000
632 351 345 115.690 43.749 0.000
633 345 352 115.690 -43.749 0.000
634 352 346 115.690 43.749 0.000
635 346 353 115.690 -43.749 0.000
636 353 347 115.690 43.749 0.000
637 347 354 115.690 -43.749 0.000
638 354 348 115.690 43.749 0.000
639 348 355 115.690 -43.749 0.000
640 355 349 115.690 43.749 0.000
641 349 356 115.690 -43.749 0.000
642 356 15 115.690 43.749 180.000
643 350 351 167.143 0.000 0.000
644 351 352 167.143 0.000 0.000
645 352 353 167.143 0.000 0.000
646 353 354 167.143 0.000 0.000
647 354 355 167.143 0.000 0.000
648 355 356 167.143 0.000 0.000
650 330 363 83.571 0.000 0.000
658 15 363 115.690 -43.749 0.000
678 88 375 167.143 0.000 0.000
679 373 381 83.571 0.000 0.000
680 375 709 125.500 0.000 0.000
681 376 377 167.143 0.000 0.000
682 377 713 83.440 0.000 0.000
683 378 379 167.143 0.000 0.000
684 379 716 41.654 0.000 0.000
685 380 371 167.143 0.000 0.000
686 387 372 83.572 0.000 0.000
687 88 381 115.690 -43.749 0.000
688 381 375 115.690 43.749 0.000
689 375 382 115.690 -43.749 0.000
690 382 376 115.690 43.749 0.000
691 376 383 115.690 -43.749 0.000
692 383 377 115.690 43.749 0.000
693 377 384 115.690 -43.749 0.000
694 384 378 115.690 43.749 0.000
695 378 385 115.690 -43.749 0.000
696 385 379 115.690 43.749 0.000
697 379 386 115.690 -43.749 0.000
698 386 380 115.690 43.749 0.000
Monday, February 14, 2011 Page 6
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Geometry (Continued)
Member Label Joint1 Joint2 Length Slope Orient.cm deg deg
699 380 387 115.690 -43.749 0.000
700 387 371 115.690 43.749 -180.000
701 381 382 167.143 0.000 0.000
702 382 383 167.142 0.000 0.000
703 383 384 167.143 0.000 0.000
704 384 385 167.142 0.000 0.000
705 385 386 167.143 0.000 0.000
706 386 387 167.142 0.000 0.000
707 371 388 167.143 0.000 0.000
708 372 394 83.571 0.000 0.000
709 388 718 125.500 0.000 0.000
710 389 390 167.143 0.000 0.000
711 390 720 83.440 0.000 0.000
712 391 392 167.143 0.000 0.000
713 392 722 41.654 0.000 0.000
714 393 370 167.143 0.000 0.000
715 400 374 83.571 0.000 0.000
716 371 394 115.690 -43.749 -180.000
717 394 388 115.690 43.749 0.000
718 388 395 115.690 -43.749 0.000
719 395 389 115.690 43.749 0.000
720 389 396 115.690 -43.749 0.000
721 396 390 115.690 43.749 0.000
722 390 397 115.690 -43.749 0.000
723 397 391 115.690 43.749 0.000
724 391 398 115.690 -43.749 0.000
725 398 392 115.690 43.749 0.000
726 392 399 115.690 -43.749 0.000
727 399 393 115.690 43.749 0.000
728 393 400 115.690 -43.749 0.000
729 400 370 115.690 43.749 -180.000
730 394 395 167.143 0.000 0.000
731 395 396 167.143 0.000 0.000
732 396 397 167.143 0.000 0.000
733 397 398 167.143 0.000 0.000
734 398 399 167.143 0.000 0.000
735 399 400 167.143 0.000 0.000
737 374 403 83.571 0.000 0.000
740 370 403 115.690 -43.749 0.000
748 87 409 167.143 0.000 0.000
749 408 415 83.571 0.000 0.000
750 409 708 125.500 0.000 0.000
751 410 411 167.143 0.000 0.000
752 411 712 83.440 0.000 0.000
753 412 413 167.143 0.000 0.000
754 413 715 41.654 0.000 0.000
755 414 406 167.143 0.000 0.000
756 421 407 83.572 0.000 0.000
757 87 415 115.690 -43.749 0.000
758 415 409 115.690 43.749 0.000
759 409 416 115.690 -43.749 0.000
760 416 410 115.690 43.749 0.000
761 410 417 115.690 -43.749 0.000
762 417 411 115.690 43.749 0.000
763 411 418 115.690 -43.749 0.000
764 418 412 115.690 43.749 0.000
765 412 419 115.690 -43.749 0.000
766 419 413 115.690 43.749 0.000
767 413 420 115.690 -43.749 0.000
768 420 414 115.690 43.749 0.000
769 414 421 115.690 -43.749 0.000
770 421 406 115.690 43.749 -180.000
771 415 416 167.143 0.000 0.000
772 416 417 167.142 0.000 0.000
773 417 418 167.143 0.000 0.000
774 418 419 167.142 0.000 0.000
775 419 420 167.143 0.000 0.000
776 420 421 167.142 0.000 0.000
Monday, February 14, 2011 Page 7
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Geometry (Continued)
Member Label Joint1 Joint2 Length Slope Orient.cm deg deg
777 406 422 167.143 0.000 0.000
778 407 427 83.571 0.000 0.000
779 422 717 125.500 0.000 0.000
780 423 424 167.143 0.000 0.000
781 424 719 83.440 0.000 0.000
782 425 426 167.143 0.000 0.000
783 426 721 41.654 0.000 0.000
784 406 427 115.690 -43.749 -180.000
785 427 422 115.690 43.749 0.000
786 422 428 115.690 -43.749 0.000
787 428 423 115.690 43.749 0.000
788 423 429 115.690 -43.749 0.000
789 429 424 115.690 43.749 0.000
790 424 430 115.690 -43.749 0.000
791 430 425 115.690 43.749 0.000
792 425 431 115.690 -43.749 0.000
793 431 426 115.690 43.749 0.000
794 426 432 115.690 -43.749 0.000
795 427 428 167.143 0.000 0.000
796 428 429 167.143 0.000 0.000
797 429 430 167.143 0.000 0.000
798 430 431 167.143 0.000 0.000
799 431 432 167.143 0.000 0.000
800 432 578 17.810 0.000 0.000
801 86 436 167.143 0.000 0.000
802 435 442 83.571 0.000 0.000
803 436 707 125.500 0.000 0.000
804 437 438 167.143 0.000 0.000
805 438 711 83.440 0.000 0.000
806 439 440 167.143 0.000 0.000
807 440 714 41.654 0.000 0.000
808 441 433 167.143 0.000 0.000
809 448 434 83.572 0.000 0.000
810 86 442 115.690 -43.749 0.000
811 442 436 115.690 43.749 0.000
812 436 443 115.690 -43.749 0.000
813 443 437 115.690 43.749 0.000
814 437 444 115.690 -43.749 0.000
815 444 438 115.690 43.749 0.000
816 438 445 115.690 -43.749 0.000
817 445 439 115.690 43.749 0.000
818 439 446 115.690 -43.749 0.000
819 446 440 115.690 43.749 0.000
820 440 447 115.690 -43.749 0.000
821 447 441 115.690 43.749 0.000
822 441 448 115.690 -43.749 0.000
823 448 433 115.690 43.749 -180.000
824 442 443 167.143 0.000 0.000
825 443 444 167.142 0.000 0.000
826 444 445 167.143 0.000 0.000
827 445 446 167.142 0.000 0.000
828 446 447 167.143 0.000 0.000
829 447 448 167.142 0.000 0.000
830 433 449 167.143 0.000 0.000
831 434 450 83.571 0.000 0.000
832 433 450 115.690 -43.749 -180.000
833 450 449 115.690 43.749 0.000
834 450 576 154.813 0.000 0.000
835 452 75 80.000 90.000 0.000
836 452 457 81.205 11.094 0.000
838 464 329 81.205 11.094 0.000
839 75 457 102.441 -38.933 0.000
840 457 453 124.476 50.194 0.000
841 453 458 102.441 -38.933 0.000
842 458 454 124.476 50.194 0.000
843 454 459 102.441 -38.933 0.000
844 459 455 124.476 50.194 0.000
845 455 460 102.441 -38.933 0.000
Monday, February 14, 2011 Page 8
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Geometry (Continued)
Member Label Joint1 Joint2 Length Slope Orient.cm deg deg
847 456 461 102.441 -38.933 0.000
876 75 453 162.410 11.094 0.000
877 454 791 64.964 11.094 0.000
878 480 784 97.446 11.094 0.000
879 482 780 32.482 11.094 0.000
880 461 480 124.476 50.194 0.000
881 480 462 102.441 -38.933 0.000
882 462 481 124.476 50.194 0.000
883 481 463 102.441 -38.933 0.000
884 463 482 124.476 50.194 0.000
885 482 464 102.441 -38.933 0.000
886 464 77 124.476 50.194 0.000
887 453 85 97.446 11.094 0.000
888 85 454 64.964 11.094 0.000
889 458 451 16.241 11.094 0.000
891 451 459 146.169 11.094 0.000
892 455 86 32.482 11.094 0.000
894 435 460 48.723 11.094 0.000
895 459 435 113.687 11.094 0.000
897 456 87 129.928 11.094 0.000
898 87 480 32.482 11.094 0.000
899 461 408 48.723 11.094 0.000
900 408 462 113.687 11.094 0.000
901 462 373 146.169 11.094 0.000
902 373 463 16.241 11.094 0.000
903 463 464 162.410 11.094 0.000
1031 528 17 80.000 90.000 90.000
1063 540 78 80.000 90.000 0.000
1065 540 609 77.974 3.830 0.000
1066 541 79 80.000 90.000 0.000
1067 452 565 77.930 3.814 0.000
1068 541 547 72.352 11.094 0.000
1070 544 787 44.328 11.094 0.000
1071 546 783 14.776 11.094 0.000
1072 552 328 72.352 11.094 0.000
1073 79 547 96.992 -42.944 0.000
1074 547 542 117.738 52.913 0.000
1076 548 543 117.738 52.913 0.000
1077 543 549 96.992 -42.944 0.000
1078 549 544 117.738 52.913 0.000
1079 544 550 96.992 -42.944 0.000
1080 550 545 117.738 52.913 0.000
1081 545 551 96.992 -42.944 0.000
1082 551 546 117.738 52.913 0.000
1083 546 552 96.992 -42.944 0.000
1084 552 16 117.738 52.913 0.000
1085 547 434 16.305 11.094 0.000
1087 548 407 131.456 11.094 0.000
1088 407 549 13.248 11.094 0.000
1089 549 550 144.704 11.094 0.000
1090 550 372 101.904 11.094 0.000
1091 372 551 42.800 11.094 0.000
1092 551 552 144.704 11.094 0.000
1093 78 840 43.309 11.094 0.000
1094 540 555 72.182 11.094 0.000
1095 554 837 14.436 11.094 0.000
1096 557 330 72.182 11.094 0.000
1097 78 555 96.892 -43.025 0.000
1098 555 553 117.612 52.968 0.000
1099 553 556 96.892 -43.025 0.000
1100 556 554 117.612 52.968 0.000
1101 554 557 96.892 -43.025 0.000
1102 557 15 117.612 52.968 0.000
1103 555 374 101.055 11.094 0.000
1104 374 556 43.309 11.094 0.000
1105 556 557 144.364 11.094 0.000
1106 79 433 88.657 11.094 0.000
1107 433 542 56.047 11.094 0.000
Monday, February 14, 2011 Page 9
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Geometry (Continued)
Member Label Joint1 Joint2 Length Slope Orient.cm deg deg
1108 543 406 59.104 11.094 0.000
1109 406 544 85.600 11.094 0.000
1110 545 371 29.552 11.094 0.000
1111 371 546 115.152 11.094 0.000
1112 553 370 28.873 11.094 0.000
1113 370 554 115.491 11.094 0.000
1114 558 559 155.860 3.814 0.000
1116 560 561 155.860 3.814 0.000
1117 562 563 155.860 3.814 0.000
1118 563 564 155.860 3.814 0.000
1119 564 831 36.478 3.814 0.000
1120 572 541 77.930 3.814 0.000
1121 79 572 115.336 -47.610 0.000
1122 572 564 107.906 43.896 0.000
1123 564 571 115.336 -47.610 0.000
1124 571 563 107.906 43.896 0.000
1125 563 570 115.336 -47.610 0.000
1126 570 562 107.906 43.896 0.000
1127 562 569 115.336 -47.610 0.000
1128 569 561 107.906 43.896 0.000
1129 561 568 115.336 -47.610 0.000
1130 568 560 107.906 43.896 0.000
1133 559 566 115.336 -47.610 0.000
1134 566 558 107.906 43.896 0.000
1135 558 565 115.337 -47.610 0.000
1136 565 75 107.906 43.896 0.000
1137 572 571 155.860 -3.814 0.000
1138 571 570 155.860 -3.814 0.000
1139 562 573 27.635 -3.814 0.000
1140 573 561 128.225 -3.814 0.000
1141 574 569 50.295 -3.814 0.000
1142 569 568 155.860 -3.814 0.000
1143 568 567 155.860 -3.814 0.000
1144 567 566 155.860 -3.814 0.000
1145 566 565 155.860 -3.814 0.000
1146 570 574 105.565 -3.814 0.000
1147 449 575 71.241 0.000 -0.000
1148 449 576 107.123 -48.314 -0.000
1149 78 579 156.037 -3.846 0.000
1150 540 586 78.018 -3.846 -0.000
1151 579 580 156.037 -3.846 0.000
1152 580 581 156.037 -3.846 0.000
1153 581 582 156.037 -3.846 0.000
1156 585 79 156.037 -3.846 0.000
1157 593 541 78.018 -3.846 -0.000
1158 78 586 115.430 -47.595 0.000
1159 586 579 107.933 43.845 0.000
1160 579 587 115.430 -47.595 0.000
1161 587 580 107.933 43.846 0.000
1162 580 588 115.430 -47.595 0.000
1163 588 581 107.933 43.846 0.000
1164 581 589 115.430 -47.595 0.000
1165 589 582 107.933 43.845 0.000
1171 592 585 107.933 43.846 0.000
1172 585 593 115.430 -47.595 0.000
1173 593 79 107.933 43.845 0.000
1175 575 585 98.300 -3.846 0.000
1177 576 592 20.281 -3.846 0.000
1178 586 587 156.037 -3.846 0.000
1179 587 578 14.434 -3.846 0.000
1180 578 588 141.602 -3.846 0.000
1181 588 589 156.037 -3.846 0.000
1184 592 593 156.037 -3.846 0.000
1185 85 594 167.143 0.000 0.000
1186 594 706 125.500 0.000 0.000
1187 595 596 167.143 0.000 0.000
1188 596 710 83.440 0.000 0.000
1189 597 573 36.748 0.000 -0.000
Monday, February 14, 2011 Page 10
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Geometry (Continued)
Member Label Joint1 Joint2 Length Slope Orient.cm deg deg
1190 451 598 83.571 0.000 0.000
1191 598 599 167.143 0.000 0.000
1192 599 600 167.142 0.000 0.000
1193 600 601 167.143 0.000 0.000
1194 601 574 120.319 0.000 -0.000
1195 85 598 115.690 -43.749 0.000
1196 598 594 115.690 43.749 0.000
1197 594 599 115.690 -43.749 0.000
1198 599 595 115.690 43.749 0.000
1199 595 600 115.690 -43.749 0.000
1200 600 596 115.690 43.749 0.000
1201 596 601 115.690 -43.749 0.000
1202 601 597 115.690 43.749 -0.000
1225 609 78 107.920 43.871 0.000
1272 637 332 41.643 0.000 0.000
1279 644 334 83.703 0.000 0.000
1299 652 336 125.489 0.000 0.000
1306 656 345 41.643 0.000 0.000
1313 663 347 83.703 0.000 0.000
1320 670 349 125.489 0.000 0.000
1400 706 595 41.643 0.000 0.000
1401 707 437 41.643 0.000 0.000
1402 708 410 41.643 0.000 0.000
1403 709 376 41.643 0.000 0.000
1404 709 739 129.928 11.094 0.000
1405 708 740 129.928 11.094 0.000
1407 706 742 129.928 11.094 0.000
1408 559 706 152.092 11.094 0.000
1409 710 597 83.703 0.000 0.000
1410 711 439 83.703 0.000 0.000
1411 712 412 83.703 0.000 0.000
1412 713 378 83.703 0.000 0.000
1413 713 781 129.928 11.094 0.000
1414 712 785 129.928 11.094 0.000
1416 710 792 129.928 11.094 0.000
1417 561 710 44.329 11.094 0.000
1418 714 441 125.489 0.000 0.000
1419 715 414 125.489 0.000 0.000
1420 716 380 125.489 0.000 0.000
1421 716 782 129.928 11.094 0.000
1422 715 786 129.928 11.094 0.000
1424 563 793 66.493 11.094 0.000
1425 717 423 41.643 0.000 0.000
1426 718 389 41.643 0.000 0.000
1427 719 425 83.703 0.000 0.000
1428 720 391 83.703 0.000 0.000
1429 721 577 59.727 0.000 0.000
1430 722 393 125.489 0.000 0.000
1431 718 832 129.928 11.094 0.000
1432 717 833 129.928 11.094 0.000
1433 720 835 129.928 11.094 0.000
1434 719 838 129.928 11.094 0.000
1435 722 836 129.928 11.094 0.000
1436 721 839 129.928 11.094 -180.000
1438 582 841 1.019 11.092 0.000
1439 580 721 22.165 11.093 0.000
1445 724 14 120.000 90.000 -0.000
1446 725 10 120.000 90.000 0.000
1447 726 9 120.000 90.000 0.000
1448 727 7 120.000 90.000 0.000
1449 728 80 120.000 90.000 -0.000
1450 729 13 120.000 90.000 -0.000
1451 730 12 120.000 90.000 -0.000
1452 731 11 120.000 90.000 -0.000
1453 732 5 120.000 90.000 -0.000
1454 733 1 120.000 90.000 -0.000
1460 739 637 129.928 11.094 0.000
1461 740 709 129.928 11.094 0.000
Monday, February 14, 2011 Page 11
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Geometry (Continued)
Member Label Joint1 Joint2 Length Slope Orient.cm deg deg
1462 741 708 129.928 11.094 0.000
1463 742 707 129.928 11.094 0.000
1541 780 77 129.928 11.094 0.000
1542 780 739 292.643 0.000 180.000
1543 781 644 129.928 11.094 0.000
1544 782 652 129.928 11.094 0.000
1545 783 16 129.928 11.094 0.000
1546 739 781 292.226 0.000 180.000
1547 781 782 292.500 0.000 180.000
1548 782 783 292.632 0.000 180.000
1549 784 481 64.964 11.094 0.000
1550 785 713 129.928 11.094 0.000
1551 786 716 129.928 11.094 0.000
1552 787 545 100.376 11.094 0.000
1553 784 740 292.643 0.000 -180.000
1554 740 785 292.226 0.000 -180.000
1555 785 786 292.500 0.000 180.000
1556 786 787 292.632 0.000 180.000
1557 788 712 129.928 11.094 0.000
1558 789 715 129.928 11.094 0.000
1559 790 543 70.823 11.094 0.000
1560 456 741 292.643 0.000 180.000
1561 741 788 292.226 0.000 -180.000
1562 788 789 292.500 0.000 180.000
1563 789 790 292.632 0.000 -180.000
1564 791 455 97.446 11.094 0.000
1565 792 711 129.928 11.094 0.000
1566 793 714 129.928 11.094 0.000
1567 791 742 292.643 0.000 180.000
1568 742 792 292.226 0.000 -180.000
1569 792 793 292.587 0.000 180.000
1645 831 79 119.382 3.814 0.000
1646 793 831 180.523 0.000 0.000
1647 832 656 129.928 11.094 0.000
1648 833 718 129.928 11.094 0.000
1649 834 717 129.928 11.094 0.000
1650 835 663 129.928 11.094 0.000
1651 836 670 129.928 11.094 0.000
1652 837 15 129.928 11.094 0.000
1653 838 720 129.928 11.094 0.000
1654 839 722 129.928 11.094 -180.000
1655 840 553 101.055 11.094 0.000
1656 841 719 129.928 11.094 0.000
1657 783 832 292.643 0.000 -180.000
1658 832 835 292.226 0.000 -180.000
1659 835 836 292.500 0.000 -180.000
1660 836 837 292.632 0.000 -180.000
1661 787 833 292.643 0.000 180.000
1662 833 838 292.226 0.000 180.000
1663 838 839 292.500 0.000 -180.000
1664 839 840 292.632 0.000 -180.000
1665 790 834 292.566 0.000 -180.000
1666 834 841 292.433 0.000 180.000
1673 845 541 551.471 90.000 0.000
1674 846 19 510.000 90.000 0.000
1675 847 540 593.333 90.000 0.000
1682 481 88 64.964 11.094 0.000
1683 88 482 97.446 11.094 0.000
Member Types
Member Label Px' Tx' My' Mz' Member Type Self Weight1 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
2 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
3 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
4 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
5 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
Monday, February 14, 2011 Page 12
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Types (Continued)
Member Label Px' Tx' My' Mz' Member Type Self Weight7 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
8 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
9 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
10 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
12 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
13 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
14 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
15 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
16 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
132 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
133 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
590 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
591 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
592 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
593 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
594 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
595 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
596 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
597 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
598 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
599 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
600 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
601 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
602 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
603 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
604 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
605 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
606 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
607 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
608 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
609 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
610 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
611 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
612 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
613 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
614 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
615 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
616 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
617 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
618 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
619 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
620 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
621 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
622 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
623 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
624 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
625 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
626 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
627 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
628 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
629 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
630 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
631 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
632 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
633 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
634 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
635 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
636 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
637 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
638 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
639 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
640 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
641 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
642 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
643 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
644 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
645 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
646 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
647 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
Monday, February 14, 2011 Page 13
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Types (Continued)
Member Label Px' Tx' My' Mz' Member Type Self Weight648 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
650 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
658 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
678 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
679 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
680 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
681 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
682 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
683 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
684 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
685 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
686 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
687 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
688 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
689 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
690 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
691 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
692 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
693 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
694 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
695 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
696 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
697 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
698 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
699 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
700 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
701 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
702 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
703 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
704 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
705 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
706 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
707 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
708 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
709 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
710 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
711 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
712 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
713 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
714 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
715 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
716 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
717 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
718 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
719 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
720 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
721 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
722 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
723 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
724 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
725 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
726 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
727 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
728 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
729 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
730 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
731 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
732 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
733 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
734 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
735 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
737 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
740 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
748 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
749 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
750 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
751 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
752 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
753 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
Monday, February 14, 2011 Page 14
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Types (Continued)
Member Label Px' Tx' My' Mz' Member Type Self Weight754 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
755 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
756 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
757 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
758 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
759 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
760 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
761 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
762 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
763 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
764 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
765 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
766 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
767 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
768 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
769 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
770 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
771 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
772 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
773 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
774 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
775 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
776 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
777 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
778 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
779 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
780 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
781 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
782 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
783 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
784 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
785 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
786 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
787 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
788 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
789 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
790 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
791 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
792 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
793 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
794 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
795 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
796 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
797 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
798 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
799 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
800 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
801 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
802 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
803 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
804 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
805 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
806 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
807 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
808 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
809 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
810 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
811 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
812 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
813 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
814 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
815 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
816 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
817 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
818 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
819 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
820 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
821 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
822 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
Monday, February 14, 2011 Page 15
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Types (Continued)
Member Label Px' Tx' My' Mz' Member Type Self Weight823 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
824 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
825 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
826 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
827 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
828 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
829 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
830 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
831 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
832 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
833 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
834 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
835 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
836 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
838 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
839 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
840 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
841 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
842 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
843 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
844 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
845 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
847 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
876 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
877 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
878 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
879 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
880 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
881 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
882 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
883 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
884 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
885 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
886 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
887 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
888 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
889 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
891 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
892 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
894 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
895 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
897 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
898 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
899 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
900 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
901 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
902 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
903 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1031 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1063 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1065 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1066 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1067 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1068 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1070 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1071 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1072 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1073 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1074 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1076 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1077 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1078 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1079 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1080 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1081 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1082 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1083 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1084 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1085 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
Monday, February 14, 2011 Page 16
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Types (Continued)
Member Label Px' Tx' My' Mz' Member Type Self Weight1087 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1088 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1089 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1090 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1091 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1092 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1093 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1094 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1095 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1096 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1097 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1098 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1099 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1100 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1101 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1102 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1103 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1104 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1105 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1106 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1107 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1108 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1109 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1110 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1111 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1112 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1113 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1114 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1116 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1117 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1118 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1119 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1120 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1121 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1122 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1123 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1124 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1125 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1126 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1127 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1128 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1129 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1130 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1133 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1134 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1135 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1136 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1137 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1138 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1139 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1140 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1141 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1142 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1143 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1144 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1145 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1146 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1147 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1148 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1149 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1150 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1151 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1152 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1153 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1156 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1157 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1158 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1159 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1160 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
Monday, February 14, 2011 Page 17
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Types (Continued)
Member Label Px' Tx' My' Mz' Member Type Self Weight1161 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1162 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1163 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1164 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1165 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1171 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1172 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1173 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1175 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1177 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1178 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1179 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1180 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1181 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1184 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1185 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1186 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1187 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1188 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1189 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1190 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1191 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1192 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1193 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1194 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1195 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1196 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1197 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1198 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1199 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1200 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1201 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1202 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1225 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1272 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1279 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1299 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1306 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1313 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1320 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1400 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1401 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1402 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1403 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1404 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1405 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1407 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1408 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1409 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1410 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1411 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1412 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1413 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1414 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1416 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1417 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1418 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1419 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1420 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1421 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1422 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1424 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1425 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1426 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1427 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1428 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1429 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1430 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1431 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
Monday, February 14, 2011 Page 18
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Types (Continued)
Member Label Px' Tx' My' Mz' Member Type Self Weight1432 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1433 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1434 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1435 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1436 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1438 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1439 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1445 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1446 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1447 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1448 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1449 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1450 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1451 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1452 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1453 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1454 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1460 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1461 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1462 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1463 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1541 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1542 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1543 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1544 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1545 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1546 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1547 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1548 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1549 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1550 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1551 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1552 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1553 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1554 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1555 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1556 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1557 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1558 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1559 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1560 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1561 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1562 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1563 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1564 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1565 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1566 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1567 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1568 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1569 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1645 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1646 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1647 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1648 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1649 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1650 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1651 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1652 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1653 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1654 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1655 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1656 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1657 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1658 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1659 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1660 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1661 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1662 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1663 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
Monday, February 14, 2011 Page 19
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Types (Continued)
Member Label Px' Tx' My' Mz' Member Type Self Weight1664 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1665 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1666 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1673 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1674 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1675 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1682 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
1683 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
Member Sections
Member Label Group Section Length Masscm kg
1 W W12x30 1020.000 455.328
2 W W12x30 1020.000 455.328
3 W W12x30 1020.000 455.328
4 W W12x30 510.000 227.664
5 W W12x30 1020.000 455.328
7 W W12x30 1270.000 566.928
8 W W12x30 593.333 264.864
9 W W12x30 1196.471 534.105
10 W W12x30 1020.000 455.328
12 W W12x30 80.000 35.712
13 W W12x30 80.000 35.712
14 W W12x30 80.000 35.712
15 W W12x30 80.000 35.712
16 W W12x30 80.000 35.712
132 W W12x30 551.471 246.176
133 Miscelanea PTR 1.5'' Cal. 14 155.860 3.533
590 W W12x30 80.000 35.712
591 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
592 Miscelanea PTR 1.5'' Cal. 14 83.571 1.894
593 Miscelanea PTR 1.5'' Cal. 14 125.500 2.845
594 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
595 Miscelanea PTR 1.5'' Cal. 14 83.440 1.891
596 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
597 Miscelanea PTR 1.5'' Cal. 14 41.654 0.944
598 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
599 Miscelanea PTR 1.5'' Cal. 14 83.572 1.894
600 Miscelanea PTR 1'' Cal. 14 115.690 1.700
601 Miscelanea PTR 1'' Cal. 14 115.690 1.700
602 Miscelanea PTR 1'' Cal. 14 115.690 1.700
603 Miscelanea PTR 1'' Cal. 14 115.690 1.700
604 Miscelanea PTR 1'' Cal. 14 115.690 1.700
605 Miscelanea PTR 1'' Cal. 14 115.690 1.700
606 Miscelanea PTR 1'' Cal. 14 115.690 1.700
607 Miscelanea PTR 1'' Cal. 14 115.690 1.700
608 Miscelanea PTR 1'' Cal. 14 115.690 1.700
609 Miscelanea PTR 1'' Cal. 14 115.690 1.700
610 Miscelanea PTR 1'' Cal. 14 115.690 1.700
611 Miscelanea PTR 1'' Cal. 14 115.690 1.700
612 Miscelanea PTR 1'' Cal. 14 115.690 1.700
613 Miscelanea PTR 1'' Cal. 14 115.690 1.700
614 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
615 Miscelanea PTR 1.5'' Cal. 14 167.142 3.789
616 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
617 Miscelanea PTR 1.5'' Cal. 14 167.142 3.789
618 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
619 Miscelanea PTR 1.5'' Cal. 14 167.142 3.789
620 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
621 Miscelanea PTR 1.5'' Cal. 14 83.571 1.894
622 Miscelanea PTR 1.5'' Cal. 14 125.500 2.845
623 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
624 Miscelanea PTR 1.5'' Cal. 14 83.440 1.891
625 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
626 Miscelanea PTR 1.5'' Cal. 14 41.654 0.944
627 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
628 Miscelanea PTR 1.5'' Cal. 14 83.571 1.894
Monday, February 14, 2011 Page 20
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Sections (Continued)
Member Label Group Section Length Masscm kg
629 Miscelanea PTR 1'' Cal. 14 115.690 1.700
630 Miscelanea PTR 1'' Cal. 14 115.690 1.700
631 Miscelanea PTR 1'' Cal. 14 115.690 1.700
632 Miscelanea PTR 1'' Cal. 14 115.690 1.700
633 Miscelanea PTR 1'' Cal. 14 115.690 1.700
634 Miscelanea PTR 1'' Cal. 14 115.690 1.700
635 Miscelanea PTR 1'' Cal. 14 115.690 1.700
636 Miscelanea PTR 1'' Cal. 14 115.690 1.700
637 Miscelanea PTR 1'' Cal. 14 115.690 1.700
638 Miscelanea PTR 1'' Cal. 14 115.690 1.700
639 Miscelanea PTR 1'' Cal. 14 115.690 1.700
640 Miscelanea PTR 1'' Cal. 14 115.690 1.700
641 Miscelanea PTR 1'' Cal. 14 115.690 1.700
642 Miscelanea PTR 1'' Cal. 14 115.690 1.700
643 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
644 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
645 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
646 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
647 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
648 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
650 Miscelanea PTR 1.5'' Cal. 14 83.571 1.894
658 Miscelanea PTR 1'' Cal. 14 115.690 1.700
678 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
679 Miscelanea PTR 1.5'' Cal. 14 83.571 1.894
680 Miscelanea PTR 1.5'' Cal. 14 125.500 2.845
681 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
682 Miscelanea PTR 1.5'' Cal. 14 83.440 1.891
683 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
684 Miscelanea PTR 1.5'' Cal. 14 41.654 0.944
685 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
686 Miscelanea PTR 1.5'' Cal. 14 83.572 1.894
687 Miscelanea PTR 1'' Cal. 14 115.690 1.700
688 Miscelanea PTR 1'' Cal. 14 115.690 1.700
689 Miscelanea PTR 1'' Cal. 14 115.690 1.700
690 Miscelanea PTR 1'' Cal. 14 115.690 1.700
691 Miscelanea PTR 1'' Cal. 14 115.690 1.700
692 Miscelanea PTR 1'' Cal. 14 115.690 1.700
693 Miscelanea PTR 1'' Cal. 14 115.690 1.700
694 Miscelanea PTR 1'' Cal. 14 115.690 1.700
695 Miscelanea PTR 1'' Cal. 14 115.690 1.700
696 Miscelanea PTR 1'' Cal. 14 115.690 1.700
697 Miscelanea PTR 1'' Cal. 14 115.690 1.700
698 Miscelanea PTR 1'' Cal. 14 115.690 1.700
699 Miscelanea PTR 1'' Cal. 14 115.690 1.700
700 Miscelanea PTR 1'' Cal. 14 115.690 1.700
701 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
702 Miscelanea PTR 1.5'' Cal. 14 167.142 3.789
703 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
704 Miscelanea PTR 1.5'' Cal. 14 167.142 3.789
705 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
706 Miscelanea PTR 1.5'' Cal. 14 167.142 3.789
707 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
708 Miscelanea PTR 1.5'' Cal. 14 83.571 1.894
709 Miscelanea PTR 1.5'' Cal. 14 125.500 2.845
710 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
711 Miscelanea PTR 1.5'' Cal. 14 83.440 1.891
712 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
713 Miscelanea PTR 1.5'' Cal. 14 41.654 0.944
714 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
715 Miscelanea PTR 1.5'' Cal. 14 83.571 1.894
716 Miscelanea PTR 1'' Cal. 14 115.690 1.700
717 Miscelanea PTR 1'' Cal. 14 115.690 1.700
718 Miscelanea PTR 1'' Cal. 14 115.690 1.700
719 Miscelanea PTR 1'' Cal. 14 115.690 1.700
720 Miscelanea PTR 1'' Cal. 14 115.690 1.700
721 Miscelanea PTR 1'' Cal. 14 115.690 1.700
722 Miscelanea PTR 1'' Cal. 14 115.690 1.700
723 Miscelanea PTR 1'' Cal. 14 115.690 1.700
Monday, February 14, 2011 Page 21
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Sections (Continued)
Member Label Group Section Length Masscm kg
724 Miscelanea PTR 1'' Cal. 14 115.690 1.700
725 Miscelanea PTR 1'' Cal. 14 115.690 1.700
726 Miscelanea PTR 1'' Cal. 14 115.690 1.700
727 Miscelanea PTR 1'' Cal. 14 115.690 1.700
728 Miscelanea PTR 1'' Cal. 14 115.690 1.700
729 Miscelanea PTR 1'' Cal. 14 115.690 1.700
730 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
731 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
732 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
733 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
734 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
735 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
737 Miscelanea PTR 1.5'' Cal. 14 83.571 1.894
740 Miscelanea PTR 1'' Cal. 14 115.690 1.700
748 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
749 Miscelanea PTR 1.5'' Cal. 14 83.571 1.894
750 Miscelanea PTR 1.5'' Cal. 14 125.500 2.845
751 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
752 Miscelanea PTR 1.5'' Cal. 14 83.440 1.891
753 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
754 Miscelanea PTR 1.5'' Cal. 14 41.654 0.944
755 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
756 Miscelanea PTR 1.5'' Cal. 14 83.572 1.894
757 Miscelanea PTR 1'' Cal. 14 115.690 1.700
758 Miscelanea PTR 1'' Cal. 14 115.690 1.700
759 Miscelanea PTR 1'' Cal. 14 115.690 1.700
760 Miscelanea PTR 1'' Cal. 14 115.690 1.700
761 Miscelanea PTR 1'' Cal. 14 115.690 1.700
762 Miscelanea PTR 1'' Cal. 14 115.690 1.700
763 Miscelanea PTR 1'' Cal. 14 115.690 1.700
764 Miscelanea PTR 1'' Cal. 14 115.690 1.700
765 Miscelanea PTR 1'' Cal. 14 115.690 1.700
766 Miscelanea PTR 1'' Cal. 14 115.690 1.700
767 Miscelanea PTR 1'' Cal. 14 115.690 1.700
768 Miscelanea PTR 1'' Cal. 14 115.690 1.700
769 Miscelanea PTR 1'' Cal. 14 115.690 1.700
770 Miscelanea PTR 1'' Cal. 14 115.690 1.700
771 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
772 Miscelanea PTR 1.5'' Cal. 14 167.142 3.789
773 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
774 Miscelanea PTR 1.5'' Cal. 14 167.142 3.789
775 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
776 Miscelanea PTR 1.5'' Cal. 14 167.142 3.789
777 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
778 Miscelanea PTR 1.5'' Cal. 14 83.571 1.894
779 Miscelanea PTR 1.5'' Cal. 14 125.500 2.845
780 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
781 Miscelanea PTR 1.5'' Cal. 14 83.440 1.891
782 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
783 Miscelanea PTR 1.5'' Cal. 14 41.654 0.944
784 Miscelanea PTR 1'' Cal. 14 115.690 1.700
785 Miscelanea PTR 1'' Cal. 14 115.690 1.700
786 Miscelanea PTR 1'' Cal. 14 115.690 1.700
787 Miscelanea PTR 1'' Cal. 14 115.690 1.700
788 Miscelanea PTR 1'' Cal. 14 115.690 1.700
789 Miscelanea PTR 1'' Cal. 14 115.690 1.700
790 Miscelanea PTR 1'' Cal. 14 115.690 1.700
791 Miscelanea PTR 1'' Cal. 14 115.690 1.700
792 Miscelanea PTR 1'' Cal. 14 115.690 1.700
793 Miscelanea PTR 1'' Cal. 14 115.690 1.700
794 Miscelanea PTR 1'' Cal. 14 115.690 1.700
795 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
796 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
797 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
798 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
799 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
800 Miscelanea PTR 1.5'' Cal. 14 17.810 0.404
801 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
Monday, February 14, 2011 Page 22
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Sections (Continued)
Member Label Group Section Length Masscm kg
802 Miscelanea PTR 1.5'' Cal. 14 83.571 1.894
803 Miscelanea PTR 1.5'' Cal. 14 125.500 2.845
804 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
805 Miscelanea PTR 1.5'' Cal. 14 83.440 1.891
806 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
807 Miscelanea PTR 1.5'' Cal. 14 41.654 0.944
808 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
809 Miscelanea PTR 1.5'' Cal. 14 83.572 1.894
810 Miscelanea PTR 1'' Cal. 14 115.690 1.700
811 Miscelanea PTR 1'' Cal. 14 115.690 1.700
812 Miscelanea PTR 1'' Cal. 14 115.690 1.700
813 Miscelanea PTR 1'' Cal. 14 115.690 1.700
814 Miscelanea PTR 1'' Cal. 14 115.690 1.700
815 Miscelanea PTR 1'' Cal. 14 115.690 1.700
816 Miscelanea PTR 1'' Cal. 14 115.690 1.700
817 Miscelanea PTR 1'' Cal. 14 115.690 1.700
818 Miscelanea PTR 1'' Cal. 14 115.690 1.700
819 Miscelanea PTR 1'' Cal. 14 115.690 1.700
820 Miscelanea PTR 1'' Cal. 14 115.690 1.700
821 Miscelanea PTR 1'' Cal. 14 115.690 1.700
822 Miscelanea PTR 1'' Cal. 14 115.690 1.700
823 Miscelanea PTR 1'' Cal. 14 115.690 1.700
824 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
825 Miscelanea PTR 1.5'' Cal. 14 167.142 3.789
826 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
827 Miscelanea PTR 1.5'' Cal. 14 167.142 3.789
828 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
829 Miscelanea PTR 1.5'' Cal. 14 167.142 3.789
830 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
831 Miscelanea PTR 1.5'' Cal. 14 83.571 1.894
832 Miscelanea PTR 1'' Cal. 14 115.690 1.700
833 Miscelanea PTR 1'' Cal. 14 115.690 1.700
834 Miscelanea PTR 1.5'' Cal. 14 154.813 3.509
835 W W12x30 80.000 35.712
836 Miscelanea PTR 3x1/4" 81.205 14.871
838 Miscelanea PTR 3x1/4" 81.205 14.871
839 Miscelanea PTR2'' Cal. 11 102.441 4.631
840 Miscelanea PTR2'' Cal. 11 124.476 5.628
841 Miscelanea PTR2'' Cal. 11 102.441 4.631
842 Miscelanea PTR2'' Cal. 11 124.476 5.628
843 Miscelanea PTR2'' Cal. 11 102.441 4.631
844 Miscelanea PTR2'' Cal. 11 124.476 5.628
845 Miscelanea PTR2'' Cal. 11 102.441 4.631
847 Miscelanea PTR2'' Cal. 11 102.441 4.631
876 Miscelanea PTR 3x1/4" 162.410 29.742
877 Miscelanea PTR 3x1/4" 64.964 11.897
878 Miscelanea PTR 3x1/4" 97.446 17.845
879 Miscelanea PTR 3x1/4" 32.482 5.948
880 Miscelanea PTR2'' Cal. 11 124.476 5.628
881 Miscelanea PTR2'' Cal. 11 102.441 4.631
882 Miscelanea PTR2'' Cal. 11 124.476 5.628
883 Miscelanea PTR2'' Cal. 11 102.441 4.631
884 Miscelanea PTR2'' Cal. 11 124.476 5.628
885 Miscelanea PTR2'' Cal. 11 102.441 4.631
886 Miscelanea PTR2'' Cal. 11 124.476 5.628
887 Miscelanea PTR 3x1/4" 97.446 17.845
888 Miscelanea PTR 3x1/4" 64.964 11.897
889 Miscelanea PTR 3x1/4" 16.241 2.974
891 Miscelanea PTR 3x1/4" 146.169 26.768
892 Miscelanea PTR 3x1/4" 32.482 5.948
894 Miscelanea PTR 3x1/4" 48.723 8.923
895 Miscelanea PTR 3x1/4" 113.687 20.819
897 Miscelanea PTR 3x1/4" 129.928 23.794
898 Miscelanea PTR 3x1/4" 32.482 5.948
899 Miscelanea PTR 3x1/4" 48.723 8.923
900 Miscelanea PTR 3x1/4" 113.687 20.819
901 Miscelanea PTR 3x1/4" 146.169 26.768
902 Miscelanea PTR 3x1/4" 16.241 2.974
Monday, February 14, 2011 Page 23
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Sections (Continued)
Member Label Group Section Length Masscm kg
903 Miscelanea PTR 3x1/4" 162.410 29.742
1031 W W12x30 80.000 35.712
1063 W W12x30 80.000 35.712
1065 Miscelanea PTR 1.5'' Cal. 14 77.974 1.768
1066 W W12x30 80.000 35.712
1067 Miscelanea PTR 1.5'' Cal. 14 77.930 1.767
1068 Miscelanea PTR 3x1/4" 72.352 13.250
1070 Miscelanea PTR 3x1/4" 44.328 8.118
1071 Miscelanea PTR 3x1/4" 14.776 2.706
1072 Miscelanea PTR 3x1/4" 72.352 13.250
1073 Miscelanea PTR2'' Cal. 11 96.992 4.385
1074 Miscelanea PTR2'' Cal. 11 117.738 5.323
1076 Miscelanea PTR2'' Cal. 11 117.738 5.323
1077 Miscelanea PTR2'' Cal. 11 96.992 4.385
1078 Miscelanea PTR2'' Cal. 11 117.738 5.323
1079 Miscelanea PTR2'' Cal. 11 96.992 4.385
1080 Miscelanea PTR2'' Cal. 11 117.738 5.323
1081 Miscelanea PTR2'' Cal. 11 96.992 4.385
1082 Miscelanea PTR2'' Cal. 11 117.738 5.323
1083 Miscelanea PTR2'' Cal. 11 96.992 4.385
1084 Miscelanea PTR2'' Cal. 11 117.738 5.323
1085 Miscelanea PTR 3x1/4" 16.305 2.986
1087 Miscelanea PTR 3x1/4" 131.456 24.073
1088 Miscelanea PTR 3x1/4" 13.248 2.426
1089 Miscelanea PTR 3x1/4" 144.704 26.499
1090 Miscelanea PTR 3x1/4" 101.904 18.662
1091 Miscelanea PTR 3x1/4" 42.800 7.838
1092 Miscelanea PTR 3x1/4" 144.704 26.499
1093 Miscelanea PTR 3x1/8" 43.309 2.854
1094 Miscelanea PTR 3x1/8" 72.182 4.757
1095 Miscelanea PTR 3x1/8" 14.436 0.951
1096 Miscelanea PTR 3x1/8" 72.182 4.757
1097 Miscelanea PTR2'' Cal. 11 96.892 4.381
1098 Miscelanea PTR2'' Cal. 11 117.612 5.317
1099 Miscelanea PTR2'' Cal. 11 96.892 4.381
1100 Miscelanea PTR2'' Cal. 11 117.612 5.317
1101 Miscelanea PTR2'' Cal. 11 96.892 4.381
1102 Miscelanea PTR2'' Cal. 11 117.612 5.317
1103 Miscelanea PTR 3x1/8" 101.055 6.660
1104 Miscelanea PTR 3x1/8" 43.309 2.854
1105 Miscelanea PTR 3x1/8" 144.364 9.514
1106 Miscelanea PTR 3x1/4" 88.657 16.236
1107 Miscelanea PTR 3x1/4" 56.047 10.264
1108 Miscelanea PTR 3x1/4" 59.104 10.824
1109 Miscelanea PTR 3x1/4" 85.600 15.676
1110 Miscelanea PTR 3x1/4" 29.552 5.412
1111 Miscelanea PTR 3x1/4" 115.152 21.088
1112 Miscelanea PTR 3x1/8" 28.873 1.903
1113 Miscelanea PTR 3x1/8" 115.491 7.611
1114 Miscelanea PTR 1.5'' Cal. 14 155.860 3.533
1116 Miscelanea PTR 1.5'' Cal. 14 155.860 3.533
1117 Miscelanea PTR 1.5'' Cal. 14 155.860 3.533
1118 Miscelanea PTR 1.5'' Cal. 14 155.860 3.533
1119 Miscelanea PTR 1.5'' Cal. 14 36.478 0.827
1120 Miscelanea PTR 1.5'' Cal. 14 77.930 1.767
1121 Miscelanea PTR 1'' Cal. 14 115.336 1.695
1122 Miscelanea PTR 1'' Cal. 14 107.906 1.586
1123 Miscelanea PTR 1'' Cal. 14 115.336 1.695
1124 Miscelanea PTR 1'' Cal. 14 107.906 1.586
1125 Miscelanea PTR 1'' Cal. 14 115.336 1.695
1126 Miscelanea PTR 1'' Cal. 14 107.906 1.586
1127 Miscelanea PTR 1'' Cal. 14 115.336 1.695
1128 Miscelanea PTR 1'' Cal. 14 107.906 1.586
1129 Miscelanea PTR 1'' Cal. 14 115.336 1.695
1130 Miscelanea PTR 1'' Cal. 14 107.906 1.586
1133 Miscelanea PTR 1'' Cal. 14 115.336 1.695
1134 Miscelanea PTR 1'' Cal. 14 107.906 1.586
1135 Miscelanea PTR 1'' Cal. 14 115.337 1.695
Monday, February 14, 2011 Page 24
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Sections (Continued)
Member Label Group Section Length Masscm kg
1136 Miscelanea PTR 1'' Cal. 14 107.906 1.586
1137 Miscelanea PTR 1.5'' Cal. 14 155.860 3.533
1138 Miscelanea PTR 1.5'' Cal. 14 155.860 3.533
1139 Miscelanea PTR 1.5'' Cal. 14 27.635 0.626
1140 Miscelanea PTR 1.5'' Cal. 14 128.225 2.907
1141 Miscelanea PTR 1.5'' Cal. 14 50.295 1.140
1142 Miscelanea PTR 1.5'' Cal. 14 155.860 3.533
1143 Miscelanea PTR 1.5'' Cal. 14 155.860 3.533
1144 Miscelanea PTR 1.5'' Cal. 14 155.860 3.533
1145 Miscelanea PTR 1.5'' Cal. 14 155.860 3.533
1146 Miscelanea PTR 1.5'' Cal. 14 105.565 2.393
1147 Miscelanea PTR 1.5'' Cal. 14 71.241 1.615
1148 Miscelanea PTR 1'' Cal. 14 107.123 1.574
1149 Miscelanea PTR 1.5'' Cal. 14 156.037 3.537
1150 Miscelanea PTR 1.5'' Cal. 14 78.018 1.769
1151 Miscelanea PTR 1.5'' Cal. 14 156.037 3.537
1152 Miscelanea PTR 1.5'' Cal. 14 156.037 3.537
1153 Miscelanea PTR 1.5'' Cal. 14 156.037 3.537
1156 Miscelanea PTR 1.5'' Cal. 14 156.037 3.537
1157 Miscelanea PTR 1.5'' Cal. 14 78.018 1.769
1158 Miscelanea PTR 1'' Cal. 14 115.430 1.696
1159 Miscelanea PTR 1'' Cal. 14 107.933 1.586
1160 Miscelanea PTR 1'' Cal. 14 115.430 1.696
1161 Miscelanea PTR 1'' Cal. 14 107.933 1.586
1162 Miscelanea PTR 1'' Cal. 14 115.430 1.696
1163 Miscelanea PTR 1'' Cal. 14 107.933 1.586
1164 Miscelanea PTR 1'' Cal. 14 115.430 1.696
1165 Miscelanea PTR 1'' Cal. 14 107.933 1.586
1171 Miscelanea PTR 1'' Cal. 14 107.933 1.586
1172 Miscelanea PTR 1'' Cal. 14 115.430 1.696
1173 Miscelanea PTR 1'' Cal. 14 107.933 1.586
1175 Miscelanea PTR 1.5'' Cal. 14 98.300 2.228
1177 Miscelanea PTR 1.5'' Cal. 14 20.281 0.460
1178 Miscelanea PTR 1.5'' Cal. 14 156.037 3.537
1179 Miscelanea PTR 1.5'' Cal. 14 14.434 0.327
1180 Miscelanea PTR 1.5'' Cal. 14 141.602 3.210
1181 Miscelanea PTR 1.5'' Cal. 14 156.037 3.537
1184 Miscelanea PTR 1.5'' Cal. 14 156.037 3.537
1185 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
1186 Miscelanea PTR 1.5'' Cal. 14 125.500 2.845
1187 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
1188 Miscelanea PTR 1.5'' Cal. 14 83.440 1.891
1189 Miscelanea PTR 1.5'' Cal. 14 36.748 0.833
1190 Miscelanea PTR 1.5'' Cal. 14 83.571 1.894
1191 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
1192 Miscelanea PTR 1.5'' Cal. 14 167.142 3.789
1193 Miscelanea PTR 1.5'' Cal. 14 167.143 3.789
1194 Miscelanea PTR 1.5'' Cal. 14 120.319 2.727
1195 Miscelanea PTR 1'' Cal. 14 115.690 1.700
1196 Miscelanea PTR 1'' Cal. 14 115.690 1.700
1197 Miscelanea PTR 1'' Cal. 14 115.690 1.700
1198 Miscelanea PTR 1'' Cal. 14 115.690 1.700
1199 Miscelanea PTR 1'' Cal. 14 115.690 1.700
1200 Miscelanea PTR 1'' Cal. 14 115.690 1.700
1201 Miscelanea PTR 1'' Cal. 14 115.690 1.700
1202 Miscelanea PTR 1'' Cal. 14 115.690 1.700
1225 Miscelanea PTR 1'' Cal. 14 107.920 1.586
1272 Miscelanea PTR 1.5'' Cal. 14 41.643 0.944
1279 Miscelanea PTR 1.5'' Cal. 14 83.703 1.897
1299 Miscelanea PTR 1.5'' Cal. 14 125.489 2.845
1306 Miscelanea PTR 1.5'' Cal. 14 41.643 0.944
1313 Miscelanea PTR 1.5'' Cal. 14 83.703 1.897
1320 Miscelanea PTR 1.5'' Cal. 14 125.489 2.845
1400 Miscelanea PTR 1.5'' Cal. 14 41.643 0.944
1401 Miscelanea PTR 1.5'' Cal. 14 41.643 0.944
1402 Miscelanea PTR 1.5'' Cal. 14 41.643 0.944
1403 Miscelanea PTR 1.5'' Cal. 14 41.643 0.944
1404 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
Monday, February 14, 2011 Page 25
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Sections (Continued)
Member Label Group Section Length Masscm kg
1405 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1407 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1408 Miscelanea PTR 1.5'' Cal. 14 152.092 3.448
1409 Miscelanea PTR 1.5'' Cal. 14 83.703 1.897
1410 Miscelanea PTR 1.5'' Cal. 14 83.703 1.897
1411 Miscelanea PTR 1.5'' Cal. 14 83.703 1.897
1412 Miscelanea PTR 1.5'' Cal. 14 83.703 1.897
1413 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1414 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1416 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1417 Miscelanea PTR 1.5'' Cal. 14 44.329 1.005
1418 Miscelanea PTR 1.5'' Cal. 14 125.489 2.845
1419 Miscelanea PTR 1.5'' Cal. 14 125.489 2.845
1420 Miscelanea PTR 1.5'' Cal. 14 125.489 2.845
1421 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1422 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1424 Miscelanea PTR 1.5'' Cal. 14 66.493 1.507
1425 Miscelanea PTR 1.5'' Cal. 14 41.643 0.944
1426 Miscelanea PTR 1.5'' Cal. 14 41.643 0.944
1427 Miscelanea PTR 1.5'' Cal. 14 83.703 1.897
1428 Miscelanea PTR 1.5'' Cal. 14 83.703 1.897
1429 Miscelanea PTR 1.5'' Cal. 14 59.727 1.354
1430 Miscelanea PTR 1.5'' Cal. 14 125.489 2.845
1431 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1432 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1433 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1434 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1435 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1436 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1438 Miscelanea PTR 1.5'' Cal. 14 1.019 0.023
1439 Miscelanea PTR 1.5'' Cal. 14 22.165 0.502
1445 Rec 200 Rec 50x40 120.000 576.000
1446 Rec 200 Rec 50x40 120.000 576.000
1447 Rec 200 Rec 50x40 120.000 576.000
1448 Rec 200 Rec 50x40 120.000 576.000
1449 Rec 200 Rec 50x40 120.000 576.000
1450 Rec 200 Rec 50x40 120.000 576.000
1451 Rec 200 Rec 50x40 120.000 576.000
1452 Rec 200 Rec 50x40 120.000 576.000
1453 Rec 200 Rec 50x40 120.000 576.000
1454 Rec 200 Rec 50x40 120.000 576.000
1460 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1461 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1462 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1463 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1541 Miscelanea PTR 3x1/4" 129.928 23.794
1542 Miscelanea PTR 1.5'' Cal. 14 292.643 6.634
1543 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1544 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1545 Miscelanea PTR 3x1/4" 129.928 23.794
1546 Miscelanea PTR 1.5'' Cal. 14 292.226 6.624
1547 Miscelanea PTR 1.5'' Cal. 14 292.500 6.630
1548 Miscelanea PTR 1.5'' Cal. 14 292.632 6.633
1549 Miscelanea PTR 3x1/4" 64.964 11.897
1550 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1551 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1552 Miscelanea PTR 3x1/4" 100.376 18.382
1553 Miscelanea PTR 1.5'' Cal. 14 292.643 6.634
1554 Miscelanea PTR 1.5'' Cal. 14 292.226 6.624
1555 Miscelanea PTR 1.5'' Cal. 14 292.500 6.630
1556 Miscelanea PTR 1.5'' Cal. 14 292.632 6.633
1557 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1558 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1559 Miscelanea PTR 3x1/4" 70.823 12.970
1560 Miscelanea PTR 1.5'' Cal. 14 292.643 6.634
1561 Miscelanea PTR 1.5'' Cal. 14 292.226 6.624
1562 Miscelanea PTR 1.5'' Cal. 14 292.500 6.630
1563 Miscelanea PTR 1.5'' Cal. 14 292.632 6.633
Monday, February 14, 2011 Page 26
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Sections (Continued)
Member Label Group Section Length Masscm kg
1564 Miscelanea PTR 3x1/4" 97.446 17.845
1565 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1566 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1567 Miscelanea PTR 1.5'' Cal. 14 292.643 6.634
1568 Miscelanea PTR 1.5'' Cal. 14 292.226 6.624
1569 Miscelanea PTR 1.5'' Cal. 14 292.587 6.632
1645 Miscelanea PTR 1.5'' Cal. 14 119.382 2.706
1646 Miscelanea PTR 1.5'' Cal. 14 180.523 4.092
1647 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1648 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1649 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1650 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1651 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1652 Miscelanea PTR 3x1/8" 129.928 8.563
1653 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1654 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1655 Miscelanea PTR 3x1/8" 101.055 6.660
1656 Miscelanea PTR 1.5'' Cal. 14 129.928 2.945
1657 Miscelanea PTR 1.5'' Cal. 14 292.643 6.634
1658 Miscelanea PTR 1.5'' Cal. 14 292.226 6.624
1659 Miscelanea PTR 1.5'' Cal. 14 292.500 6.630
1660 Miscelanea PTR 1.5'' Cal. 14 292.632 6.633
1661 Miscelanea PTR 1.5'' Cal. 14 292.643 6.634
1662 Miscelanea PTR 1.5'' Cal. 14 292.226 6.624
1663 Miscelanea PTR 1.5'' Cal. 14 292.500 6.630
1664 Miscelanea PTR 1.5'' Cal. 14 292.632 6.633
1665 Miscelanea PTR 1.5'' Cal. 14 292.566 6.632
1666 Miscelanea PTR 1.5'' Cal. 14 292.433 6.629
1673 W W12x30 551.471 246.176
1674 W W12x30 510.000 227.664
1675 W W12x30 593.333 264.864
1682 Miscelanea PTR 3x1/4" 64.964 11.897
1683 Miscelanea PTR 3x1/4" 97.446 17.845
Total Mass (kg) 12864.861
Section Marks
Mark Group Section
Section Properties
Section A Ix Iy J E Gcm² cm^4 cm^4 cm^4 kg/cm² kg/cm²
W12x30 56.713 9905.560 844.886 19.020 2038277.084 783682.396
PTR 1.5'' Cal. 14 2.888 6.292 6.292 9.409 2038228.354 783933.992
PTR 1'' Cal. 14 1.872 1.721 1.721 2.563 2038228.354 783933.992
PTR 3x1/4" 18.000 350.505 350.505 567.769 2038228.354 783933.992
PTR2'' Cal. 11 5.760 22.205 22.205 33.178 2038228.354 783933.992
PTR 3x1/8" 8.396 74.008 74.008 118.399 2038228.354 783933.992
Rec 50x40 2000.000 416666.667 266666.667 549544.352 113137.000 47536.555
Joint Restraints (cm,deg)
Joint Label Joint Axes dx dy dz Øx Øy Øz724 Local 0.000 0.000 0.000 0.000 0.000 0.000
725 Local 0.000 0.000 0.000 0.000 0.000 0.000
726 Local 0.000 0.000 0.000 0.000 0.000 0.000
727 Local 0.000 0.000 0.000 0.000 0.000 0.000
728 Local 0.000 0.000 0.000 0.000 0.000 0.000
729 Local 0.000 0.000 0.000 0.000 0.000 0.000
730 Local 0.000 0.000 0.000 0.000 0.000 0.000
731 Local 0.000 0.000 0.000 0.000 0.000 0.000
732 Local 0.000 0.000 0.000 0.000 0.000 0.000
733 Local 0.000 0.000 0.000 0.000 0.000 0.000
Monday, February 14, 2011 Page 27
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
There are no springs
Self Weight Load Cases
Name Loading Type Design X Accel. Y Accel. Z Accel.cm/s² cm/s² cm/s²
No self weight load cases selected.
Static Load Cases
Name Loading Type Design Joint Joint Member ThermalLoads Disps Disps Disps
No static load cases selected.
Combined Load Cases
Name Loading Type Design Factored Cases FactorDis. Grav. Combined Strength Self Weight 1.400
Carga Muerta 1.400
Carga Viva Wm 1.400
There are no load panels in Dis. Grav.
There are no panel loads in Dis. Grav.
Analysis Settings
Load Case LC Type Analysis Options SettingsDis. Grav. Static Linear
Joint Displacements
Joint Label Load Case dx' dy' dz' Øx' Øy' Øz'cm cm cm deg deg deg
1 Dis. Grav. 0.018 -0.002 0.001 0.001 0.000 -0.016
2 Dis. Grav. -0.752 -0.038 0.320 -0.013 0.055 0.263
3 Dis. Grav. 0.614 -0.057 0.340 0.014 0.028 0.537
4 Dis. Grav. 1.082 -0.034 0.284 -0.078 0.074 0.407
5 Dis. Grav. -0.003 -0.001 -0.000 -0.000 -0.000 0.003
6 Dis. Grav. -0.633 -0.013 0.374 0.072 -0.000 0.057
7 Dis. Grav. 0.046 -0.003 0.001 0.001 0.000 -0.042
8 Dis. Grav. -0.104 -0.041 0.329 0.001 0.043 0.419
9 Dis. Grav. 0.070 -0.003 0.001 0.001 0.000 -0.064
10 Dis. Grav. 0.063 -0.002 0.002 0.002 0.000 -0.057
11 Dis. Grav. -0.028 -0.003 -0.000 -0.000 -0.000 0.025
12 Dis. Grav. -0.055 -0.003 -0.001 -0.001 0.000 0.051
13 Dis. Grav. -0.001 -0.001 0.006 0.006 0.000 0.001
14 Dis. Grav. -0.064 -0.002 0.001 0.001 0.000 0.058
15 Dis. Grav. -0.297 -3.772 1.090 0.213 -0.015 -0.396
16 Dis. Grav. -0.340 -7.368 1.022 0.115 -0.015 -0.202
17 Dis. Grav. -0.555 -0.018 0.991 0.076 -0.019 -0.062
18 Dis. Grav. -0.398 -0.036 0.336 -0.008 0.039 0.234
19 Dis. Grav. 1.326 -0.055 0.319 0.016 0.039 0.458
20 Dis. Grav. 1.620 -0.033 0.381 -0.059 0.074 0.341
21 Dis. Grav. -0.555 -0.012 0.279 0.064 -0.001 0.055
22 Dis. Grav. 0.455 -0.040 0.327 0.004 0.038 0.361
75 Dis. Grav. -1.211 -0.032 0.647 0.018 0.051 -0.399
76 Dis. Grav. -0.390 -0.050 1.048 0.138 -0.008 -0.261
77 Dis. Grav. -0.060 -7.197 0.861 -0.206 -0.014 -0.003
78 Dis. Grav. -1.015 -0.052 0.800 0.165 0.048 -0.448
79 Dis. Grav. -1.567 -0.064 0.625 0.233 0.034 -0.540
80 Dis. Grav. -0.077 -0.004 -0.002 -0.002 0.000 0.071
85 Dis. Grav. -0.801 -1.999 0.490 -0.022 0.008 -0.450
86 Dis. Grav. -0.441 -3.955 0.485 -0.057 -0.031 -0.424
87 Dis. Grav. -0.180 -5.609 0.585 -0.097 -0.054 -0.305
88 Dis. Grav. -0.043 -6.763 0.747 -0.149 -0.069 -0.195
327 Dis. Grav. -0.739 -0.047 0.860 0.129 -0.017 -0.229
328 Dis. Grav. -0.608 -7.712 0.874 0.095 -0.028 -0.243
329 Dis. Grav. -0.063 -7.483 1.065 -0.068 -0.027 -0.003
330 Dis. Grav. -0.823 -4.132 0.803 0.195 -0.028 -0.454
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Multiframe Summary
Joint Displacements
Joint Label Load Case dx' dy' dz' Øx' Øy' Øz'cm cm cm deg deg deg
331 Dis. Grav. -0.067 -7.665 0.868 -0.231 0.014 -0.018
332 Dis. Grav. -0.081 -8.035 0.895 0.128 -0.002 -0.056
333 Dis. Grav. -0.086 -8.237 0.932 -0.291 0.005 -0.092
334 Dis. Grav. -0.127 -8.247 0.972 0.283 0.047 -0.134
335 Dis. Grav. -0.274 -8.072 1.005 -0.144 0.032 -0.150
336 Dis. Grav. -0.321 -7.751 1.025 0.220 0.020 -0.188
337 Dis. Grav. -0.054 -7.436 1.065 -0.021 0.009 -0.004
338 Dis. Grav. -0.117 -7.864 1.042 -0.162 0.023 -0.030
339 Dis. Grav. -0.180 -8.156 1.003 -0.061 0.020 -0.071
340 Dis. Grav. -0.258 -8.264 0.958 -0.003 0.035 -0.114
341 Dis. Grav. -0.402 -8.177 0.915 0.050 0.057 -0.143
342 Dis. Grav. -0.547 -7.922 0.881 0.153 0.038 -0.178
343 Dis. Grav. -0.623 -7.560 0.867 -0.055 0.007 -0.212
344 Dis. Grav. -0.253 -7.119 1.020 -0.003 -0.028 -0.237
345 Dis. Grav. -0.199 -6.823 1.036 0.338 -0.000 -0.285
346 Dis. Grav. -0.225 -6.415 1.061 -0.100 0.011 -0.320
347 Dis. Grav. -0.238 -5.876 1.087 0.467 0.014 -0.361
348 Dis. Grav. -0.277 -5.218 1.107 0.019 0.006 -0.388
349 Dis. Grav. -0.288 -4.486 1.110 0.343 0.010 -0.401
350 Dis. Grav. -0.587 -7.245 0.880 0.277 -0.009 -0.225
351 Dis. Grav. -0.583 -6.979 0.871 0.058 0.005 -0.262
352 Dis. Grav. -0.628 -6.632 0.848 0.151 0.023 -0.300
353 Dis. Grav. -0.702 -6.160 0.819 0.185 0.024 -0.335
354 Dis. Grav. -0.778 -5.557 0.794 0.214 0.024 -0.368
355 Dis. Grav. -0.835 -4.854 0.780 0.295 0.013 -0.395
356 Dis. Grav. -0.851 -4.120 0.786 0.050 -0.008 -0.414
363 Dis. Grav. -0.827 -3.517 0.821 0.370 0.021 -0.410
370 Dis. Grav. -0.673 -1.614 0.920 0.231 0.011 -0.612
371 Dis. Grav. -0.502 -5.888 0.873 0.142 -0.008 -0.468
372 Dis. Grav. -1.083 -5.877 0.671 0.139 -0.020 -0.438
373 Dis. Grav. -0.299 -6.740 0.868 -0.047 -0.068 -0.164
374 Dis. Grav. -1.360 -1.571 0.592 0.215 0.021 -0.517
375 Dis. Grav. -0.106 -7.059 0.750 -0.175 0.073 -0.196
376 Dis. Grav. -0.227 -7.266 0.772 0.201 0.013 -0.245
377 Dis. Grav. -0.275 -7.310 0.805 -0.247 0.015 -0.293
378 Dis. Grav. -0.333 -7.168 0.840 0.340 0.063 -0.353
379 Dis. Grav. -0.523 -6.848 0.869 -0.106 0.033 -0.371
380 Dis. Grav. -0.517 -6.391 0.883 0.261 -0.002 -0.422
381 Dis. Grav. -0.275 -6.912 0.867 -0.121 0.026 -0.172
382 Dis. Grav. -0.454 -7.174 0.843 -0.078 0.068 -0.197
383 Dis. Grav. -0.617 -7.305 0.803 -0.012 0.043 -0.260
384 Dis. Grav. -0.748 -7.258 0.756 0.049 0.049 -0.321
385 Dis. Grav. -0.934 -7.023 0.712 0.106 0.068 -0.354
386 Dis. Grav. -1.076 -6.627 0.678 0.165 0.024 -0.387
387 Dis. Grav. -1.104 -6.134 0.664 0.181 -0.005 -0.419
388 Dis. Grav. -0.494 -5.532 0.866 0.031 0.006 -0.436
389 Dis. Grav. -0.533 -5.140 0.879 0.399 0.014 -0.426
390 Dis. Grav. -0.569 -4.637 0.901 -0.085 0.010 -0.399
391 Dis. Grav. -0.606 -4.003 0.926 0.521 0.018 -0.390
392 Dis. Grav. -0.655 -3.250 0.943 0.008 0.009 -0.383
393 Dis. Grav. -0.657 -2.420 0.944 0.387 0.004 -0.466
394 Dis. Grav. -1.076 -5.707 0.677 0.117 0.002 -0.418
395 Dis. Grav. -1.100 -5.343 0.668 0.125 0.011 -0.417
396 Dis. Grav. -1.125 -4.900 0.643 0.177 0.007 -0.411
397 Dis. Grav. -1.147 -4.334 0.613 0.217 0.011 -0.408
398 Dis. Grav. -1.193 -3.635 0.585 0.256 0.020 -0.412
399 Dis. Grav. -1.262 -2.836 0.569 0.289 0.025 -0.439
400 Dis. Grav. -1.336 -2.004 0.575 0.307 0.021 -0.478
403 Dis. Grav. -1.430 -1.309 0.608 0.175 0.057 -0.501
406 Dis. Grav. -0.866 -3.620 0.697 0.179 -0.006 -0.581
407 Dis. Grav. -1.612 -3.569 0.447 0.180 -0.016 -0.571
408 Dis. Grav. -0.607 -5.591 0.621 -0.007 -0.046 -0.322
409 Dis. Grav. -0.327 -5.723 0.589 -0.111 0.109 -0.326
410 Dis. Grav. -0.528 -5.749 0.611 0.260 0.029 -0.389
411 Dis. Grav. -0.610 -5.616 0.643 -0.183 0.025 -0.440
412 Dis. Grav. -0.699 -5.306 0.676 0.393 0.075 -0.486
413 Dis. Grav. -0.920 -4.833 0.702 -0.061 0.039 -0.474
414 Dis. Grav. -0.904 -4.238 0.712 0.306 -0.014 -0.526
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Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Joint Displacements
Joint Label Load Case dx' dy' dz' Øx' Øy' Øz'cm cm cm deg deg deg
415 Dis. Grav. -0.625 -5.668 0.620 -0.051 0.060 -0.312
416 Dis. Grav. -0.906 -5.748 0.597 -0.017 0.099 -0.331
417 Dis. Grav. -1.133 -5.699 0.558 0.048 0.057 -0.397
418 Dis. Grav. -1.291 -5.479 0.514 0.106 0.055 -0.456
419 Dis. Grav. -1.487 -5.083 0.474 0.160 0.069 -0.477
420 Dis. Grav. -1.623 -4.541 0.445 0.208 0.019 -0.502
421 Dis. Grav. -1.633 -3.921 0.437 0.241 -0.009 -0.541
422 Dis. Grav. -0.909 -3.177 0.685 0.058 0.039 -0.616
423 Dis. Grav. -1.014 -2.727 0.691 0.397 0.032 -0.729
424 Dis. Grav. -1.072 -2.198 0.706 0.013 0.023 -0.957
425 Dis. Grav. -1.123 -1.578 0.724 0.379 0.018 -1.062
426 Dis. Grav. -1.153 -0.871 0.736 0.211 0.001 -1.109
427 Dis. Grav. -1.651 -3.392 0.457 0.123 0.054 -0.576
428 Dis. Grav. -1.900 -2.955 0.457 0.152 0.096 -0.678
429 Dis. Grav. -2.197 -2.471 0.441 0.175 0.095 -0.806
430 Dis. Grav. -2.429 -1.898 0.420 0.229 0.053 -0.896
431 Dis. Grav. -2.466 -1.232 0.401 0.170 -0.040 -0.863
432 Dis. Grav. -2.090 -0.497 0.392 0.599 -0.185 -0.699
433 Dis. Grav. -1.378 -0.960 0.628 0.217 0.054 -0.596
434 Dis. Grav. -2.133 -0.925 0.290 0.214 0.044 -0.603
435 Dis. Grav. -0.988 -3.938 0.470 0.019 -0.018 -0.417
436 Dis. Grav. -0.650 -3.962 0.492 -0.080 0.123 -0.355
437 Dis. Grav. -0.897 -3.870 0.519 0.324 0.037 -0.333
438 Dis. Grav. -0.990 -3.606 0.556 -0.170 0.030 -0.350
439 Dis. Grav. -1.126 -3.150 0.594 0.470 0.092 -0.445
440 Dis. Grav. -1.374 -2.516 0.625 0.030 0.055 -0.604
441 Dis. Grav. -1.363 -1.754 0.639 0.348 -0.026 -0.608
442 Dis. Grav. -1.023 -3.962 0.469 -0.011 0.057 -0.383
443 Dis. Grav. -1.260 -3.930 0.445 0.021 0.081 -0.347
444 Dis. Grav. -1.447 -3.757 0.406 0.094 0.052 -0.376
445 Dis. Grav. -1.643 -3.398 0.360 0.157 0.087 -0.440
446 Dis. Grav. -1.964 -2.849 0.319 0.211 0.113 -0.492
447 Dis. Grav. -2.160 -2.143 0.289 0.265 0.011 -0.530
448 Dis. Grav. -2.122 -1.352 0.281 0.303 -0.013 -0.560
449 Dis. Grav. -1.410 -0.309 0.616 0.222 0.037 -0.714
450 Dis. Grav. -2.208 -0.628 0.298 0.198 0.052 -0.571
451 Dis. Grav. -1.392 -1.973 0.458 0.025 0.023 -0.452
452 Dis. Grav. -1.738 -0.032 0.618 0.025 0.050 -0.333
453 Dis. Grav. -0.952 -1.232 0.528 -0.003 0.032 -0.456
454 Dis. Grav. -0.704 -2.490 0.484 -0.031 -0.005 -0.440
455 Dis. Grav. -0.481 -3.714 0.478 -0.053 -0.017 -0.434
456 Dis. Grav. -0.297 -4.826 0.554 -0.081 -0.035 -0.370
457 Dis. Grav. -1.644 -0.604 0.557 0.023 0.046 -0.444
458 Dis. Grav. -1.417 -1.848 0.464 0.025 0.026 -0.449
459 Dis. Grav. -1.168 -3.099 0.447 0.026 0.000 -0.442
460 Dis. Grav. -0.915 -4.278 0.492 0.019 -0.026 -0.402
461 Dis. Grav. -0.675 -5.316 0.587 0.001 -0.037 -0.343
462 Dis. Grav. -0.461 -6.165 0.726 -0.020 -0.061 -0.277
463 Dis. Grav. -0.286 -6.782 0.884 -0.049 -0.069 -0.143
464 Dis. Grav. -0.150 -7.167 1.030 -0.064 -0.049 -0.266
480 Dis. Grav. -0.157 -5.773 0.610 -0.097 -0.073 -0.285
481 Dis. Grav. -0.069 -6.507 0.722 -0.140 -0.040 -0.240
482 Dis. Grav. -0.030 -7.010 0.846 -0.165 -0.089 -0.109
528 Dis. Grav. -0.634 -0.017 0.886 0.074 0.049 -0.049
540 Dis. Grav. -1.611 -0.050 0.580 0.148 0.037 -0.385
541 Dis. Grav. -2.281 -0.062 0.312 0.208 0.060 -0.457
542 Dis. Grav. -1.260 -1.517 0.612 0.207 0.059 -0.579
543 Dis. Grav. -0.975 -2.999 0.649 0.190 -0.012 -0.615
544 Dis. Grav. -0.731 -4.398 0.742 0.162 0.003 -0.505
545 Dis. Grav. -0.537 -5.641 0.852 0.148 -0.018 -0.489
546 Dis. Grav. -0.399 -6.671 0.920 0.124 -0.002 -0.335
547 Dis. Grav. -2.165 -0.756 0.292 0.214 0.050 -0.603
548 Dis. Grav. -1.885 -2.244 0.337 0.200 0.000 -0.595
549 Dis. Grav. -1.585 -3.698 0.458 0.178 -0.017 -0.565
550 Dis. Grav. -1.287 -5.032 0.584 0.153 -0.020 -0.517
551 Dis. Grav. -1.010 -6.170 0.705 0.132 -0.019 -0.367
552 Dis. Grav. -0.762 -7.089 0.816 0.107 -0.025 -0.539
553 Dis. Grav. -0.733 -1.304 0.897 0.242 -0.009 -0.604
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Multiframe Summary
Joint Displacements
Joint Label Load Case dx' dy' dz' Øx' Øy' Øz'cm cm cm deg deg deg
554 Dis. Grav. -0.486 -2.592 0.940 0.203 0.016 -0.467
555 Dis. Grav. -1.528 -0.646 0.573 0.173 0.032 -0.517
556 Dis. Grav. -1.293 -1.938 0.611 0.219 0.013 -0.470
557 Dis. Grav. -1.026 -3.203 0.724 0.201 -0.021 -0.717
558 Dis. Grav. -1.369 -0.349 0.575 0.030 0.114 -0.405
559 Dis. Grav. -1.565 -0.610 0.504 0.081 0.072 -0.423
560 Dis. Grav. -1.667 -0.781 0.482 0.222 0.073 -0.644
561 Dis. Grav. -1.635 -0.838 0.522 0.210 0.022 -1.126
562 Dis. Grav. -1.676 -0.758 0.543 0.527 0.056 -0.565
563 Dis. Grav. -1.788 -0.552 0.537 0.371 0.136 -0.876
564 Dis. Grav. -1.942 -0.292 0.500 0.284 0.021 -0.593
565 Dis. Grav. -1.805 -0.192 0.582 0.003 0.101 -0.377
566 Dis. Grav. -2.060 -0.487 0.456 0.052 0.142 -0.422
567 Dis. Grav. -2.350 -0.707 0.313 0.103 0.144 -0.490
568 Dis. Grav. -2.488 -0.824 0.225 0.159 0.009 -0.457
569 Dis. Grav. -2.045 -0.814 0.354 0.119 -0.214 -0.304
570 Dis. Grav. -2.129 -0.666 0.304 0.136 0.265 -0.248
571 Dis. Grav. -2.566 -0.424 0.150 0.240 0.058 -0.363
572 Dis. Grav. -2.367 -0.169 0.252 0.248 -0.108 -0.404
573 Dis. Grav. -1.664 -0.954 0.528 0.726 0.092 -0.739
574 Dis. Grav. -1.870 -0.779 0.411 0.255 -0.097 -0.388
575 Dis. Grav. -1.497 -0.068 0.615 0.255 0.116 -0.830
576 Dis. Grav. -2.433 -0.034 0.299 0.299 0.139 -0.551
577 Dis. Grav. -1.166 -0.575 0.736 0.136 0.006 -1.312
578 Dis. Grav. -2.034 -0.299 0.391 0.620 -0.178 -0.684
579 Dis. Grav. -0.996 -0.153 0.819 0.283 -0.003 -0.629
580 Dis. Grav. -1.252 -0.257 0.714 0.338 -0.020 -1.169
581 Dis. Grav. -1.417 -0.295 0.639 0.351 0.028 -0.971
582 Dis. Grav. -1.481 -0.281 0.605 0.493 0.046 -0.885
585 Dis. Grav. -1.479 -0.053 0.632 0.262 0.031 -0.664
586 Dis. Grav. -1.647 -0.096 0.549 0.187 -0.029 -0.474
587 Dis. Grav. -1.982 -0.215 0.415 0.535 -0.165 -0.630
588 Dis. Grav. -2.560 -0.283 0.211 0.250 -0.078 -0.851
589 Dis. Grav. -2.757 -0.293 0.151 0.322 0.034 -0.895
592 Dis. Grav. -2.402 -0.076 0.307 0.311 0.129 -0.535
593 Dis. Grav. -2.306 -0.046 0.322 0.173 0.046 -0.534
594 Dis. Grav. -1.047 -1.949 0.494 -0.024 0.140 -0.634
595 Dis. Grav. -1.316 -1.846 0.506 0.190 0.041 -0.862
596 Dis. Grav. -1.389 -1.663 0.520 -0.040 0.024 -0.960
597 Dis. Grav. -1.587 -1.419 0.527 0.590 0.139 -0.837
598 Dis. Grav. -1.546 -1.976 0.457 0.003 0.162 -0.477
599 Dis. Grav. -2.114 -1.904 0.446 0.036 0.173 -0.593
600 Dis. Grav. -2.418 -1.761 0.429 0.038 0.026 -0.642
601 Dis. Grav. -2.231 -1.544 0.415 0.210 -0.135 -0.473
609 Dis. Grav. -1.621 -0.074 0.587 0.122 0.029 -0.418
637 Dis. Grav. -0.085 -8.172 0.888 0.100 -0.008 -0.052
644 Dis. Grav. -0.088 -8.740 0.952 -0.004 -0.002 -0.110
652 Dis. Grav. -0.287 -8.221 1.010 -0.114 0.001 -0.158
656 Dis. Grav. -0.203 -7.112 1.032 0.317 -0.013 -0.274
663 Dis. Grav. -0.231 -6.653 1.074 0.186 -0.007 -0.346
670 Dis. Grav. -0.277 -5.248 1.107 0.043 -0.008 -0.400
706 Dis. Grav. -1.287 -2.030 0.503 0.207 0.043 -0.928
707 Dis. Grav. -0.870 -4.154 0.513 0.289 0.037 -0.335
708 Dis. Grav. -0.511 -5.987 0.605 0.238 0.017 -0.398
709 Dis. Grav. -0.223 -7.461 0.766 0.177 -0.002 -0.247
710 Dis. Grav. -1.446 -1.803 0.523 0.025 0.039 -1.328
711 Dis. Grav. -1.028 -3.936 0.575 0.161 0.027 -0.307
712 Dis. Grav. -0.632 -5.962 0.660 0.108 0.003 -0.475
713 Dis. Grav. -0.282 -7.748 0.822 0.052 -0.008 -0.323
714 Dis. Grav. -1.401 -2.532 0.628 0.068 0.013 -0.709
715 Dis. Grav. -0.932 -4.925 0.705 -0.032 -0.010 -0.483
716 Dis. Grav. -0.531 -6.972 0.872 -0.076 -0.014 -0.391
717 Dis. Grav. -0.992 -3.070 0.689 0.391 0.029 -0.663
718 Dis. Grav. -0.522 -5.477 0.875 0.371 0.018 -0.440
719 Dis. Grav. -1.098 -2.236 0.715 0.231 0.015 -1.139
720 Dis. Grav. -0.584 -4.854 0.913 0.214 0.011 -0.378
721 Dis. Grav. -1.159 -0.733 0.736 0.198 0.006 -1.312
722 Dis. Grav. -0.658 -3.295 0.943 0.037 -0.002 -0.366
Monday, February 14, 2011 Page 31
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Joint Displacements
Joint Label Load Case dx' dy' dz' Øx' Øy' Øz'cm cm cm deg deg deg
724 Dis. Grav. 0.000 0.000 0.000 0.000 0.000 0.000
725 Dis. Grav. 0.000 0.000 0.000 0.000 0.000 0.000
726 Dis. Grav. 0.000 0.000 0.000 0.000 0.000 0.000
727 Dis. Grav. 0.000 0.000 0.000 0.000 0.000 0.000
728 Dis. Grav. 0.000 0.000 0.000 0.000 0.000 0.000
729 Dis. Grav. 0.000 0.000 0.000 0.000 0.000 0.000
730 Dis. Grav. 0.000 0.000 0.000 0.000 0.000 0.000
731 Dis. Grav. 0.000 0.000 0.000 0.000 0.000 0.000
732 Dis. Grav. 0.000 0.000 0.000 0.000 0.000 0.000
733 Dis. Grav. 0.000 0.000 0.000 0.000 0.000 0.000
739 Dis. Grav. 0.023 -8.720 0.885 -0.161 -0.028 -0.165
740 Dis. Grav. -0.195 -7.604 0.718 -0.097 -0.019 -0.335
741 Dis. Grav. -0.542 -5.832 0.566 -0.027 0.009 -0.434
742 Dis. Grav. -0.857 -4.224 0.490 -0.100 0.009 -0.399
780 Dis. Grav. -0.032 -7.070 0.872 -0.185 -0.071 -0.096
781 Dis. Grav. -0.002 -9.178 0.899 0.024 -0.010 -0.226
782 Dis. Grav. -0.229 -8.514 0.913 0.225 0.007 -0.283
783 Dis. Grav. -0.390 -6.756 0.927 0.124 -0.008 -0.326
784 Dis. Grav. -0.101 -6.231 0.701 -0.138 -0.061 -0.254
785 Dis. Grav. -0.281 -7.754 0.735 0.084 -0.002 -0.403
786 Dis. Grav. -0.567 -6.788 0.751 0.276 0.011 -0.470
787 Dis. Grav. -0.671 -4.785 0.768 0.159 -0.009 -0.503
788 Dis. Grav. -0.687 -5.678 0.580 0.115 0.017 -0.486
789 Dis. Grav. -0.989 -4.632 0.592 0.324 0.037 -0.511
790 Dis. Grav. -1.116 -2.266 0.605 0.199 0.023 -0.598
791 Dis. Grav. -0.614 -2.983 0.483 -0.058 -0.007 -0.442
792 Dis. Grav. -0.971 -4.224 0.496 0.224 0.035 -0.324
793 Dis. Grav. -1.592 -1.554 0.503 0.634 0.116 -0.679
831 Dis. Grav. -1.910 -0.270 0.506 0.305 -0.042 -0.666
832 Dis. Grav. -0.190 -7.174 0.932 0.040 -0.009 -0.373
833 Dis. Grav. -0.578 -5.188 0.776 0.034 -0.016 -0.533
834 Dis. Grav. -1.138 -2.322 0.605 0.180 0.009 -0.722
835 Dis. Grav. -0.244 -6.589 0.938 0.210 0.009 -0.425
836 Dis. Grav. -0.317 -5.041 0.943 0.362 0.018 -0.466
837 Dis. Grav. -0.467 -2.711 0.947 0.205 0.005 -0.487
838 Dis. Grav. -0.597 -4.789 0.783 0.177 -0.008 -0.502
839 Dis. Grav. -0.655 -3.311 0.791 0.435 0.025 -0.447
840 Dis. Grav. -0.937 -0.395 0.798 0.263 0.029 -0.479
841 Dis. Grav. -1.478 -0.296 0.606 0.513 0.048 -0.881
845 Dis. Grav. -2.449 -0.034 -0.351 -0.027 0.030 0.268
846 Dis. Grav. 1.859 -0.030 0.125 0.023 0.019 -0.204
847 Dis. Grav. -1.961 -0.027 -0.095 0.005 0.018 0.196
Joint Reactions
Joint Label Load Case Rx' Ry' Rz' Mx' My' Mz'kg kg kg kg-m kg-m kg-m
1 Dis. Grav. -0.000 -0.000 0.000 0.000 0.000 -0.000
2 Dis. Grav. 0.000 0.000 0.000 -0.000 0.000 0.000
3 Dis. Grav. 0.000 0.000 0.000 0.000 0.000 0.000
4 Dis. Grav. 0.000 0.000 0.000 -0.000 -0.000 -0.000
5 Dis. Grav. 0.000 0.000 -0.000 0.000 0.000 -0.000
6 Dis. Grav. -0.000 0.000 -0.000 -0.000 -0.000 0.000
7 Dis. Grav. 0.000 0.000 0.000 -0.000 -0.000 0.000
8 Dis. Grav. -0.000 -0.000 0.000 -0.000 0.000 -0.000
9 Dis. Grav. 0.000 0.000 -0.000 -0.000 0.000 0.000
10 Dis. Grav. -0.000 -0.000 0.000 0.000 -0.000 0.000
11 Dis. Grav. 0.000 0.000 -0.000 -0.000 0.000 0.000
12 Dis. Grav. 0.000 -0.000 0.000 -0.000 -0.000 0.000
13 Dis. Grav. 0.000 0.000 -0.000 -0.000 -0.000 0.000
14 Dis. Grav. -0.000 0.000 0.000 -0.000 0.000 -0.000
15 Dis. Grav. -0.000 -0.000 -0.000 -0.000 0.000 0.000
16 Dis. Grav. 0.000 0.000 0.000 -0.000 -0.000 -0.000
17 Dis. Grav. -0.000 -0.000 -0.000 0.000 0.000 0.000
18 Dis. Grav. -0.000 -0.000 0.000 0.000 -0.000 -0.000
19 Dis. Grav. -0.000 -0.000 -0.000 -0.000 -0.000 0.000
20 Dis. Grav. -0.000 -0.000 0.000 0.000 0.000 0.000
Monday, February 14, 2011 Page 32
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Joint Reactions
Joint Label Load Case Rx' Ry' Rz' Mx' My' Mz'kg kg kg kg-m kg-m kg-m
21 Dis. Grav. -0.000 0.000 -0.000 -0.000 -0.000 0.000
22 Dis. Grav. 0.000 0.000 -0.000 -0.000 -0.000 0.000
75 Dis. Grav. -0.000 -0.000 -0.000 -0.000 0.000 -0.000
76 Dis. Grav. 0.000 -0.000 0.000 -0.000 0.000 0.000
77 Dis. Grav. -0.000 -0.000 -0.000 0.000 0.000 -0.000
78 Dis. Grav. -0.000 -0.000 0.000 0.000 -0.000 -0.000
79 Dis. Grav. -0.000 -0.000 0.000 -0.000 0.000 0.000
80 Dis. Grav. -0.000 -0.000 -0.000 0.000 0.000 -0.000
85 Dis. Grav. 0.000 0.000 -0.000 0.000 -0.000 0.000
86 Dis. Grav. 0.000 -0.000 -0.000 0.000 -0.000 0.000
87 Dis. Grav. 0.000 0.000 0.000 0.000 0.000 -0.000
88 Dis. Grav. -0.000 -0.000 0.000 -0.000 -0.000 0.000
327 Dis. Grav. -0.000 0.000 -0.000 -0.000 0.000 0.000
328 Dis. Grav. -0.000 0.000 0.000 0.000 0.000 -0.000
329 Dis. Grav. 0.000 -0.000 -0.000 -0.000 0.000 0.000
330 Dis. Grav. 0.000 0.000 0.000 0.000 0.000 -0.000
331 Dis. Grav. -0.000 0.000 0.000 0.000 -0.000 -0.000
332 Dis. Grav. 0.000 0.000 -0.000 0.000 0.000 -0.000
333 Dis. Grav. 0.000 0.000 0.000 -0.000 0.000 -0.000
334 Dis. Grav. 0.000 -0.000 0.000 -0.000 -0.000 0.000
335 Dis. Grav. -0.000 -0.000 -0.000 0.000 0.000 0.000
336 Dis. Grav. -0.000 -0.000 0.000 0.000 0.000 0.000
337 Dis. Grav. 0.000 0.000 0.000 -0.000 -0.000 -0.000
338 Dis. Grav. -0.000 -0.000 0.000 -0.000 -0.000 -0.000
339 Dis. Grav. -0.000 0.000 -0.000 -0.000 0.000 -0.000
340 Dis. Grav. 0.000 0.000 0.000 -0.000 0.000 0.000
341 Dis. Grav. -0.000 0.000 -0.000 -0.000 -0.000 0.000
342 Dis. Grav. 0.000 0.000 -0.000 -0.000 0.000 -0.000
343 Dis. Grav. -0.000 0.000 0.000 0.000 -0.000 0.000
344 Dis. Grav. -0.000 0.000 -0.000 -0.000 -0.000 -0.000
345 Dis. Grav. 0.000 -0.000 -0.000 -0.000 0.000 -0.000
346 Dis. Grav. 0.000 -0.000 0.000 -0.000 -0.000 0.000
347 Dis. Grav. 0.000 -0.000 0.000 0.000 -0.000 0.000
348 Dis. Grav. 0.000 0.000 0.000 -0.000 -0.000 -0.000
349 Dis. Grav. 0.000 0.000 0.000 -0.000 -0.000 0.000
350 Dis. Grav. 0.000 -0.000 -0.000 0.000 0.000 0.000
351 Dis. Grav. -0.000 -0.000 -0.000 -0.000 -0.000 0.000
352 Dis. Grav. 0.000 0.000 0.000 -0.000 -0.000 -0.000
353 Dis. Grav. -0.000 0.000 0.000 0.000 -0.000 0.000
354 Dis. Grav. -0.000 -0.000 0.000 -0.000 0.000 0.000
355 Dis. Grav. -0.000 -0.000 -0.000 0.000 0.000 -0.000
356 Dis. Grav. 0.000 -0.000 -0.000 -0.000 0.000 0.000
363 Dis. Grav. 0.000 -0.000 0.000 0.000 0.000 0.000
370 Dis. Grav. -0.000 0.000 0.000 -0.000 0.000 -0.000
371 Dis. Grav. -0.000 -0.000 -0.000 0.000 -0.000 0.000
372 Dis. Grav. -0.000 0.000 0.000 -0.000 0.000 -0.000
373 Dis. Grav. 0.000 -0.000 0.000 0.000 -0.000 -0.000
374 Dis. Grav. -0.000 0.000 0.000 -0.000 -0.000 0.000
375 Dis. Grav. 0.000 -0.000 -0.000 0.000 0.000 0.000
376 Dis. Grav. -0.000 0.000 0.000 0.000 -0.000 -0.000
377 Dis. Grav. 0.000 -0.000 -0.000 -0.000 -0.000 0.000
378 Dis. Grav. -0.000 -0.000 -0.000 -0.000 0.000 0.000
379 Dis. Grav. 0.000 -0.000 -0.000 0.000 -0.000 0.000
380 Dis. Grav. -0.000 -0.000 0.000 0.000 0.000 -0.000
381 Dis. Grav. 0.000 -0.000 0.000 -0.000 0.000 0.000
382 Dis. Grav. 0.000 0.000 0.000 0.000 0.000 -0.000
383 Dis. Grav. 0.000 -0.000 0.000 0.000 0.000 -0.000
384 Dis. Grav. 0.000 -0.000 0.000 -0.000 -0.000 0.000
385 Dis. Grav. -0.000 -0.000 0.000 -0.000 -0.000 0.000
386 Dis. Grav. 0.000 0.000 -0.000 -0.000 -0.000 -0.000
387 Dis. Grav. -0.000 0.000 -0.000 -0.000 0.000 0.000
388 Dis. Grav. 0.000 -0.000 -0.000 0.000 -0.000 0.000
389 Dis. Grav. -0.000 -0.000 0.000 0.000 -0.000 -0.000
390 Dis. Grav. -0.000 -0.000 -0.000 -0.000 0.000 -0.000
391 Dis. Grav. 0.000 -0.000 0.000 0.000 0.000 -0.000
392 Dis. Grav. -0.000 -0.000 0.000 -0.000 0.000 -0.000
393 Dis. Grav. -0.000 -0.000 0.000 0.000 -0.000 -0.000
394 Dis. Grav. -0.000 0.000 -0.000 -0.000 -0.000 0.000
Monday, February 14, 2011 Page 33
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Joint Reactions
Joint Label Load Case Rx' Ry' Rz' Mx' My' Mz'kg kg kg kg-m kg-m kg-m
395 Dis. Grav. 0.000 0.000 -0.000 0.000 -0.000 0.000
396 Dis. Grav. -0.000 -0.000 0.000 -0.000 0.000 0.000
397 Dis. Grav. 0.000 0.000 0.000 -0.000 0.000 -0.000
398 Dis. Grav. 0.000 -0.000 -0.000 -0.000 0.000 0.000
399 Dis. Grav. 0.000 0.000 -0.000 0.000 0.000 -0.000
400 Dis. Grav. -0.000 -0.000 -0.000 -0.000 0.000 0.000
403 Dis. Grav. 0.000 0.000 0.000 -0.000 0.000 -0.000
406 Dis. Grav. 0.000 0.000 0.000 0.000 -0.000 -0.000
407 Dis. Grav. 0.000 -0.000 0.000 0.000 0.000 -0.000
408 Dis. Grav. -0.000 -0.000 -0.000 0.000 -0.000 -0.000
409 Dis. Grav. 0.000 0.000 -0.000 -0.000 -0.000 -0.000
410 Dis. Grav. 0.000 0.000 0.000 -0.000 0.000 -0.000
411 Dis. Grav. 0.000 0.000 -0.000 0.000 -0.000 0.000
412 Dis. Grav. -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
413 Dis. Grav. -0.000 0.000 0.000 -0.000 0.000 0.000
414 Dis. Grav. -0.000 -0.000 -0.000 -0.000 -0.000 0.000
415 Dis. Grav. -0.000 -0.000 -0.000 0.000 -0.000 0.000
416 Dis. Grav. 0.000 0.000 -0.000 -0.000 0.000 -0.000
417 Dis. Grav. -0.000 -0.000 0.000 0.000 0.000 -0.000
418 Dis. Grav. 0.000 -0.000 -0.000 -0.000 0.000 0.000
419 Dis. Grav. -0.000 -0.000 0.000 0.000 0.000 -0.000
420 Dis. Grav. 0.000 -0.000 -0.000 -0.000 -0.000 0.000
421 Dis. Grav. 0.000 0.000 -0.000 0.000 -0.000 0.000
422 Dis. Grav. -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
423 Dis. Grav. -0.000 -0.000 -0.000 0.000 -0.000 0.000
424 Dis. Grav. 0.000 -0.000 0.000 0.000 -0.000 0.000
425 Dis. Grav. -0.000 -0.000 -0.000 -0.000 0.000 -0.000
426 Dis. Grav. -0.000 -0.000 -0.000 -0.000 0.000 0.000
427 Dis. Grav. 0.000 -0.000 0.000 -0.000 0.000 -0.000
428 Dis. Grav. 0.000 0.000 0.000 -0.000 0.000 -0.000
429 Dis. Grav. 0.000 0.000 -0.000 -0.000 -0.000 0.000
430 Dis. Grav. -0.000 0.000 -0.000 -0.000 0.000 0.000
431 Dis. Grav. 0.000 0.000 0.000 0.000 -0.000 0.000
432 Dis. Grav. -0.000 0.000 0.000 -0.000 -0.000 0.000
433 Dis. Grav. -0.000 -0.000 -0.000 0.000 0.000 -0.000
434 Dis. Grav. 0.000 -0.000 -0.000 0.000 -0.000 0.000
435 Dis. Grav. 0.000 0.000 0.000 -0.000 0.000 -0.000
436 Dis. Grav. 0.000 -0.000 -0.000 -0.000 -0.000 0.000
437 Dis. Grav. 0.000 -0.000 0.000 -0.000 -0.000 0.000
438 Dis. Grav. 0.000 -0.000 0.000 0.000 0.000 0.000
439 Dis. Grav. 0.000 -0.000 -0.000 0.000 0.000 0.000
440 Dis. Grav. 0.000 -0.000 -0.000 -0.000 -0.000 0.000
441 Dis. Grav. 0.000 0.000 -0.000 -0.000 0.000 0.000
442 Dis. Grav. -0.000 0.000 0.000 -0.000 -0.000 0.000
443 Dis. Grav. -0.000 0.000 -0.000 -0.000 -0.000 0.000
444 Dis. Grav. 0.000 0.000 0.000 -0.000 -0.000 -0.000
445 Dis. Grav. -0.000 -0.000 -0.000 0.000 -0.000 0.000
446 Dis. Grav. -0.000 0.000 -0.000 0.000 0.000 -0.000
447 Dis. Grav. -0.000 -0.000 0.000 -0.000 0.000 0.000
448 Dis. Grav. -0.000 0.000 -0.000 -0.000 0.000 0.000
449 Dis. Grav. -0.000 0.000 -0.000 -0.000 0.000 -0.000
450 Dis. Grav. 0.000 -0.000 0.000 0.000 -0.000 -0.000
451 Dis. Grav. 0.000 0.000 -0.000 0.000 0.000 0.000
452 Dis. Grav. 0.000 0.000 -0.000 -0.000 0.000 -0.000
453 Dis. Grav. 0.000 0.000 0.000 0.000 -0.000 -0.000
454 Dis. Grav. -0.000 0.000 0.000 0.000 -0.000 0.000
455 Dis. Grav. -0.000 -0.000 0.000 0.000 -0.000 0.000
456 Dis. Grav. -0.000 -0.000 -0.000 -0.000 -0.000 0.000
457 Dis. Grav. -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
458 Dis. Grav. 0.000 -0.000 -0.000 -0.000 0.000 -0.000
459 Dis. Grav. -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
460 Dis. Grav. 0.000 0.000 0.000 0.000 0.000 -0.000
461 Dis. Grav. 0.000 0.000 0.000 0.000 -0.000 0.000
462 Dis. Grav. 0.000 0.000 0.000 -0.000 0.000 -0.000
463 Dis. Grav. -0.000 0.000 -0.000 -0.000 0.000 -0.000
464 Dis. Grav. -0.000 0.000 0.000 -0.000 0.000 0.000
480 Dis. Grav. -0.000 -0.000 -0.000 0.000 -0.000 -0.000
481 Dis. Grav. -0.000 0.000 0.000 -0.000 -0.000 -0.000
Monday, February 14, 2011 Page 34
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Joint Reactions
Joint Label Load Case Rx' Ry' Rz' Mx' My' Mz'kg kg kg kg-m kg-m kg-m
482 Dis. Grav. 0.000 -0.000 0.000 0.000 -0.000 -0.000
528 Dis. Grav. -0.000 0.000 0.000 0.000 -0.000 0.000
540 Dis. Grav. 0.000 -0.000 0.000 0.000 -0.000 -0.000
541 Dis. Grav. -0.000 -0.000 0.000 0.000 0.000 -0.000
542 Dis. Grav. 0.000 -0.000 -0.000 -0.000 -0.000 -0.000
543 Dis. Grav. -0.000 0.000 0.000 -0.000 -0.000 0.000
544 Dis. Grav. 0.000 0.000 -0.000 -0.000 0.000 -0.000
545 Dis. Grav. 0.000 -0.000 -0.000 0.000 -0.000 -0.000
546 Dis. Grav. 0.000 -0.000 0.000 0.000 -0.000 -0.000
547 Dis. Grav. -0.000 0.000 0.000 0.000 -0.000 0.000
548 Dis. Grav. -0.000 -0.000 0.000 -0.000 0.000 -0.000
549 Dis. Grav. -0.000 -0.000 0.000 -0.000 -0.000 0.000
550 Dis. Grav. -0.000 0.000 -0.000 -0.000 -0.000 -0.000
551 Dis. Grav. 0.000 0.000 -0.000 -0.000 0.000 -0.000
552 Dis. Grav. -0.000 -0.000 -0.000 0.000 -0.000 0.000
553 Dis. Grav. -0.000 -0.000 -0.000 -0.000 0.000 -0.000
554 Dis. Grav. -0.000 -0.000 -0.000 -0.000 0.000 -0.000
555 Dis. Grav. 0.000 0.000 -0.000 -0.000 0.000 -0.000
556 Dis. Grav. -0.000 -0.000 0.000 0.000 -0.000 -0.000
557 Dis. Grav. 0.000 0.000 0.000 0.000 -0.000 -0.000
558 Dis. Grav. -0.000 0.000 0.000 0.000 -0.000 -0.000
559 Dis. Grav. -0.000 -0.000 0.000 -0.000 0.000 -0.000
560 Dis. Grav. -0.000 0.000 0.000 0.000 -0.000 -0.000
561 Dis. Grav. -0.000 -0.000 0.000 -0.000 -0.000 -0.000
562 Dis. Grav. -0.000 0.000 -0.000 0.000 -0.000 0.000
563 Dis. Grav. 0.000 0.000 0.000 -0.000 -0.000 -0.000
564 Dis. Grav. 0.000 0.000 -0.000 0.000 -0.000 0.000
565 Dis. Grav. -0.000 0.000 0.000 0.000 0.000 0.000
566 Dis. Grav. 0.000 0.000 -0.000 0.000 -0.000 -0.000
567 Dis. Grav. -0.000 -0.000 0.000 0.000 -0.000 -0.000
568 Dis. Grav. 0.000 0.000 -0.000 -0.000 -0.000 -0.000
569 Dis. Grav. 0.000 0.000 -0.000 -0.000 0.000 -0.000
570 Dis. Grav. 0.000 -0.000 -0.000 0.000 0.000 0.000
571 Dis. Grav. -0.000 0.000 0.000 0.000 0.000 0.000
572 Dis. Grav. 0.000 0.000 -0.000 -0.000 -0.000 0.000
573 Dis. Grav. -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
574 Dis. Grav. -0.000 -0.000 0.000 -0.000 0.000 -0.000
575 Dis. Grav. -0.000 -0.000 0.000 -0.000 0.000 0.000
576 Dis. Grav. 0.000 0.000 -0.000 0.000 0.000 0.000
577 Dis. Grav. 0.000 0.000 0.000 0.000 -0.000 0.000
578 Dis. Grav. 0.000 0.000 -0.000 -0.000 -0.000 -0.000
579 Dis. Grav. -0.000 0.000 0.000 -0.000 -0.000 -0.000
580 Dis. Grav. 0.000 -0.000 -0.000 -0.000 -0.000 0.000
581 Dis. Grav. 0.000 0.000 0.000 0.000 0.000 0.000
582 Dis. Grav. -0.000 0.000 0.000 0.000 -0.000 0.000
585 Dis. Grav. -0.000 0.000 -0.000 -0.000 0.000 -0.000
586 Dis. Grav. 0.000 -0.000 -0.000 0.000 0.000 -0.000
587 Dis. Grav. -0.000 -0.000 0.000 0.000 -0.000 0.000
588 Dis. Grav. 0.000 0.000 -0.000 0.000 -0.000 0.000
589 Dis. Grav. -0.000 -0.000 0.000 0.000 0.000 0.000
592 Dis. Grav. -0.000 -0.000 0.000 0.000 0.000 0.000
593 Dis. Grav. 0.000 -0.000 -0.000 0.000 0.000 -0.000
594 Dis. Grav. -0.000 -0.000 -0.000 0.000 0.000 -0.000
595 Dis. Grav. 0.000 0.000 -0.000 0.000 0.000 -0.000
596 Dis. Grav. 0.000 0.000 -0.000 -0.000 -0.000 -0.000
597 Dis. Grav. 0.000 0.000 0.000 -0.000 -0.000 -0.000
598 Dis. Grav. -0.000 0.000 0.000 -0.000 -0.000 0.000
599 Dis. Grav. 0.000 0.000 -0.000 -0.000 0.000 -0.000
600 Dis. Grav. 0.000 -0.000 -0.000 0.000 0.000 -0.000
601 Dis. Grav. -0.000 -0.000 -0.000 -0.000 0.000 -0.000
609 Dis. Grav. 0.000 0.000 0.000 -0.000 -0.000 -0.000
637 Dis. Grav. 0.000 0.000 -0.000 0.000 -0.000 -0.000
644 Dis. Grav. -0.000 -0.000 -0.000 -0.000 0.000 0.000
652 Dis. Grav. -0.000 -0.000 -0.000 0.000 0.000 0.000
656 Dis. Grav. 0.000 -0.000 -0.000 0.000 0.000 -0.000
663 Dis. Grav. -0.000 -0.000 0.000 0.000 -0.000 -0.000
670 Dis. Grav. 0.000 0.000 0.000 -0.000 -0.000 -0.000
706 Dis. Grav. 0.000 0.000 0.000 0.000 -0.000 -0.000
Monday, February 14, 2011 Page 35
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Joint Reactions
Joint Label Load Case Rx' Ry' Rz' Mx' My' Mz'kg kg kg kg-m kg-m kg-m
707 Dis. Grav. 0.000 0.000 -0.000 -0.000 -0.000 -0.000
708 Dis. Grav. 0.000 0.000 -0.000 -0.000 -0.000 -0.000
709 Dis. Grav. 0.000 -0.000 -0.000 -0.000 -0.000 -0.000
710 Dis. Grav. 0.000 -0.000 0.000 0.000 0.000 -0.000
711 Dis. Grav. -0.000 0.000 -0.000 0.000 -0.000 0.000
712 Dis. Grav. -0.000 -0.000 0.000 0.000 -0.000 0.000
713 Dis. Grav. -0.000 -0.000 0.000 0.000 -0.000 -0.000
714 Dis. Grav. -0.000 -0.000 -0.000 -0.000 -0.000 0.000
715 Dis. Grav. -0.000 -0.000 -0.000 -0.000 0.000 -0.000
716 Dis. Grav. -0.000 -0.000 0.000 0.000 0.000 0.000
717 Dis. Grav. -0.000 0.000 0.000 0.000 0.000 0.000
718 Dis. Grav. 0.000 0.000 0.000 -0.000 -0.000 0.000
719 Dis. Grav. 0.000 -0.000 -0.000 -0.000 0.000 0.000
720 Dis. Grav. 0.000 -0.000 -0.000 0.000 0.000 -0.000
721 Dis. Grav. 0.000 0.000 0.000 0.000 -0.000 0.000
722 Dis. Grav. 0.000 0.000 0.000 -0.000 -0.000 0.000
724 Dis. Grav. 939.786 4469.117 -7.554 -54.478 -0.127 -4568.942
725 Dis. Grav. -931.994 4637.560 -17.349 -91.277 -0.188 4494.849
726 Dis. Grav. -1086.692 6920.185 -3.328 -25.522 -0.099 5043.534
727 Dis. Grav. -743.522 5340.087 -5.545 -35.871 -0.096 3292.176
728 Dis. Grav. 1069.179 7283.093 25.624 114.824 -0.141 -5493.188
729 Dis. Grav. 13.725 2741.766 -6.914 -250.901 -0.106 -85.868
730 Dis. Grav. 728.267 5759.063 11.598 45.153 -0.081 -3900.826
731 Dis. Grav. 351.204 5271.109 5.688 12.444 0.035 -1945.980
732 Dis. Grav. 7.145 2400.431 5.531 16.032 0.002 -224.575
733 Dis. Grav. -347.098 4899.377 -7.751 -46.182 -0.100 1322.719
739 Dis. Grav. -0.000 -0.000 0.000 -0.000 -0.000 -0.000
740 Dis. Grav. 0.000 0.000 0.000 0.000 0.000 0.000
741 Dis. Grav. -0.000 -0.000 0.000 -0.000 -0.000 -0.000
742 Dis. Grav. -0.000 -0.000 -0.000 -0.000 0.000 -0.000
780 Dis. Grav. -0.000 0.000 -0.000 -0.000 0.000 -0.000
781 Dis. Grav. 0.000 -0.000 0.000 -0.000 -0.000 0.000
782 Dis. Grav. 0.000 0.000 -0.000 0.000 0.000 0.000
783 Dis. Grav. -0.000 0.000 0.000 0.000 -0.000 -0.000
784 Dis. Grav. 0.000 0.000 -0.000 -0.000 -0.000 -0.000
785 Dis. Grav. 0.000 0.000 0.000 0.000 -0.000 0.000
786 Dis. Grav. 0.000 0.000 -0.000 -0.000 0.000 -0.000
787 Dis. Grav. 0.000 0.000 0.000 -0.000 -0.000 0.000
788 Dis. Grav. -0.000 0.000 0.000 0.000 0.000 -0.000
789 Dis. Grav. 0.000 0.000 0.000 0.000 0.000 -0.000
790 Dis. Grav. 0.000 -0.000 0.000 0.000 0.000 -0.000
791 Dis. Grav. -0.000 -0.000 -0.000 0.000 -0.000 0.000
792 Dis. Grav. 0.000 0.000 0.000 -0.000 0.000 -0.000
793 Dis. Grav. -0.000 -0.000 0.000 0.000 0.000 -0.000
831 Dis. Grav. 0.000 -0.000 -0.000 0.000 -0.000 0.000
832 Dis. Grav. -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
833 Dis. Grav. -0.000 -0.000 0.000 0.000 0.000 0.000
834 Dis. Grav. 0.000 0.000 -0.000 0.000 -0.000 0.000
835 Dis. Grav. 0.000 0.000 0.000 0.000 0.000 -0.000
836 Dis. Grav. -0.000 -0.000 0.000 -0.000 -0.000 -0.000
837 Dis. Grav. 0.000 0.000 0.000 -0.000 0.000 -0.000
838 Dis. Grav. 0.000 0.000 0.000 -0.000 0.000 0.000
839 Dis. Grav. -0.000 -0.000 -0.000 -0.000 0.000 0.000
840 Dis. Grav. -0.000 0.000 -0.000 0.000 -0.000 0.000
841 Dis. Grav. 0.000 0.000 -0.000 0.000 -0.000 -0.000
845 Dis. Grav. 0.000 0.000 0.000 -0.000 0.000 0.000
846 Dis. Grav. 0.000 -0.000 -0.000 0.000 -0.000 -0.000
847 Dis. Grav. 0.000 -0.000 -0.000 0.000 0.000 0.000
Sum of Reactions (kg,kg-m) Dis. Grav.
Rx 0.000
Ry 49721.788
Rz -0.000
Monday, February 14, 2011 Page 36
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
1 Dis. Grav. 4093.253 347.098 -7.751 -0.100 36.881 906.202
-3456.011 -347.098 7.751 0.100 42.180 2634.193
2 Dis. Grav. 1594.307 -7.145 5.531 0.002 -9.395 -216.001
-957.065 7.145 -5.531 -0.002 -47.021 143.118
3 Dis. Grav. 4533.962 743.522 -5.545 -0.096 29.217 2399.949
-3896.721 -743.522 5.545 0.096 27.347 5183.974
4 Dis. Grav. 6114.060 1086.692 -3.328 -0.099 21.528 3739.504
-5795.440 -1086.692 3.328 0.099 -4.555 1802.623
5 Dis. Grav. 3831.436 931.994 -17.349 -0.188 70.458 3376.457
-3194.194 -931.994 17.349 0.188 106.503 6129.882
7 Dis. Grav. 4464.984 -351.204 5.688 0.035 -5.618 -1524.536
-3671.556 351.204 -5.688 -0.035 -66.615 -2935.755
8 Dis. Grav. 4952.938 -728.267 11.598 -0.081 -31.235 -3026.906
-4582.255 728.267 -11.598 0.081 -37.582 -1294.143
9 Dis. Grav. 1935.641 -6.914 13.725 -0.106 -69.399 -242.604
-1188.150 6.914 -13.725 0.106 -94.813 159.878
10 Dis. Grav. 3662.992 -939.786 -7.554 -0.127 45.413 -3441.199
-3025.751 939.786 7.554 0.127 31.634 -6144.614
12 Dis. Grav. 2654.983 -3187.387 61.585 -0.498 -43.526 -2566.765
-2605.004 3187.387 -61.585 0.498 -5.741 16.855
13 Dis. Grav. 2935.196 -8401.849 7.798 0.345 -9.568 -6841.304
-2885.216 8401.849 -7.798 -0.345 3.329 119.822
14 Dis. Grav. 1126.456 -7106.355 47.234 -0.008 -90.063 -5761.611
-1076.476 7106.355 -47.234 0.008 52.275 76.526
15 Dis. Grav. 902.178 -151.283 -32.064 -0.011 43.110 -129.474
-852.198 151.283 32.064 0.011 -17.458 8.447
16 Dis. Grav. 2366.363 -6320.031 38.183 -0.175 -27.871 -5084.348
-2316.383 6320.031 -38.183 0.175 -2.675 28.321
132 Dis. Grav. 6476.968 -1069.179 25.624 -0.141 -84.075 -4210.173
-6132.439 1069.179 -25.624 0.141 -57.236 -1686.034
133 Dis. Grav. 249.209 30.982 0.771 -0.113 -1.502 8.056
-245.114 30.434 -0.771 0.113 0.300 -7.629
590 Dis. Grav. 4266.538 3524.047 -69.704 -0.288 64.747 2832.501
-4216.559 -3524.047 69.704 0.288 -8.983 -13.262
591 Dis. Grav. 263.100 27.489 0.242 -0.117 -0.584 4.889
-263.100 38.653 -0.242 0.117 0.180 -14.219
592 Dis. Grav. -1.620 -28.153 1.000 -0.019 -1.397 -13.401
1.620 30.804 -1.000 0.019 0.561 -11.234
593 Dis. Grav. 931.416 53.139 0.825 -0.344 -0.125 17.049
-931.416 -3.476 -0.825 0.344 -0.910 18.477
594 Dis. Grav. 1308.842 31.920 0.005 -0.277 -0.087 13.860
-1308.842 34.223 -0.005 0.277 0.078 -15.785
595 Dis. Grav. 1408.644 92.939 0.066 -0.277 0.164 26.478
-1408.644 -59.920 -0.066 0.277 -0.219 37.295
596 Dis. Grav. 1186.077 33.987 1.074 -0.124 -0.695 15.686
-1186.077 32.156 -1.074 0.124 -1.100 -14.156
597 Dis. Grav. 677.442 124.946 1.580 -0.260 1.326 23.315
-677.442 -108.463 -1.580 0.260 -1.983 25.297
598 Dis. Grav. -103.542 36.556 0.399 -0.110 0.135 13.541
103.542 29.586 -0.399 0.110 -0.801 -7.716
599 Dis. Grav. 443.777 49.091 0.137 -0.467 0.869 16.118
-443.777 -46.440 -0.137 0.467 -0.983 23.801
600 Dis. Grav. -586.226 3.178 -0.188 0.047 0.013 0.529
584.581 -1.460 0.188 -0.047 0.204 2.154
601 Dis. Grav. 527.826 2.134 0.301 -0.040 -0.142 2.016
-526.180 -0.416 -0.301 0.040 -0.207 -0.541
602 Dis. Grav. -396.747 -2.753 -0.281 -0.007 0.087 -2.289
395.102 4.472 0.281 0.007 0.239 -1.890
603 Dis. Grav. 385.718 6.060 0.210 -0.005 0.068 1.638
-384.073 -4.341 -0.210 0.005 -0.311 4.379
604 Dis. Grav. -156.679 7.114 -0.062 0.011 -0.100 4.785
155.034 -5.396 0.062 -0.011 0.172 2.452
605 Dis. Grav. 156.803 -5.842 0.033 -0.014 0.115 -2.495
-155.158 7.561 -0.033 0.014 -0.153 -5.258
606 Dis. Grav. 30.164 -6.192 -0.027 0.014 -0.183 -5.435
-31.809 7.911 0.027 -0.014 0.214 -2.723
607 Dis. Grav. -54.516 7.953 -0.470 -0.067 0.297 2.756
56.161 -6.234 0.470 0.067 0.247 5.450
608 Dis. Grav. 240.351 7.556 0.184 -0.000 -0.178 5.269
Monday, February 14, 2011 Page 37
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
-241.996 -5.837 -0.184 0.000 -0.035 2.478
609 Dis. Grav. -240.669 -5.466 0.321 0.037 -0.066 -2.467
242.315 7.185 -0.321 -0.037 -0.306 -4.851
610 Dis. Grav. 472.662 -4.161 -0.185 -0.049 -0.018 -4.309
-474.307 5.880 0.185 0.049 0.232 -1.500
611 Dis. Grav. -480.969 5.055 -0.343 0.014 0.303 2.237
482.615 -3.337 0.343 -0.014 0.094 2.617
612 Dis. Grav. 606.384 -1.325 0.092 -0.081 -0.091 0.361
-608.029 3.044 -0.092 0.081 -0.015 -2.888
613 Dis. Grav. -692.125 4.185 -0.344 0.067 0.153 3.652
693.770 -5.904 0.344 -0.067 0.245 2.184
614 Dis. Grav. -802.708 7.956 0.511 -0.196 -0.610 7.065
802.708 -2.653 -0.511 0.196 -0.244 1.802
615 Dis. Grav. -1365.654 1.534 0.020 -0.315 0.030 -1.550
1365.654 3.769 -0.020 0.315 -0.064 -0.318
616 Dis. Grav. -1591.226 3.127 -0.075 -0.336 -0.141 0.361
1591.226 2.176 0.075 0.336 0.267 0.433
617 Dis. Grav. -1528.838 2.067 0.368 -0.221 -0.599 -0.467
1528.838 3.236 -0.368 0.221 -0.016 -0.510
618 Dis. Grav. -1179.916 4.012 0.231 -0.269 0.063 0.499
1179.916 1.291 -0.231 0.269 -0.449 1.775
619 Dis. Grav. -490.420 -4.582 0.389 -0.266 0.088 -2.513
490.420 9.885 -0.389 0.266 -0.738 -9.577
620 Dis. Grav. -60.008 30.227 -0.801 -0.266 0.850 8.414
60.008 35.915 0.801 0.266 0.489 -13.168
621 Dis. Grav. 440.639 -50.295 1.437 0.278 -1.101 -26.274
-440.639 52.946 -1.437 -0.278 -0.100 -16.866
622 Dis. Grav. 545.231 51.027 -0.343 -0.380 -0.062 15.919
-545.231 -1.363 0.343 0.380 0.493 16.956
623 Dis. Grav. 882.603 31.088 0.318 -0.266 -0.418 13.429
-882.603 35.054 -0.318 0.266 -0.114 -16.744
624 Dis. Grav. 939.881 95.914 0.611 -0.401 0.234 27.742
-939.881 -62.895 -0.611 0.401 -0.744 38.513
625 Dis. Grav. 670.175 34.737 0.363 -0.212 -0.197 16.615
-670.175 31.405 -0.363 0.212 -0.410 -13.830
626 Dis. Grav. 112.545 120.278 0.578 -0.369 0.586 22.590
-112.545 -103.794 -0.578 0.369 -0.827 24.077
627 Dis. Grav. -705.382 36.233 0.561 0.035 -0.133 13.608
705.382 29.909 -0.561 -0.035 -0.806 -8.324
628 Dis. Grav. 1210.274 51.471 -0.655 -0.619 0.808 17.267
-1210.274 -48.819 0.655 0.619 -0.260 24.640
629 Dis. Grav. -571.266 -6.531 0.928 -0.037 -0.433 -2.585
569.621 4.812 -0.928 0.037 -0.640 -3.977
630 Dis. Grav. 480.166 3.285 0.426 0.013 -0.128 3.054
-478.521 -1.566 -0.426 -0.013 -0.365 -0.248
631 Dis. Grav. -357.766 -3.196 -0.033 0.014 -0.200 -2.503
356.121 4.915 0.033 -0.014 0.237 -2.188
632 Dis. Grav. 350.207 5.564 -0.134 -0.041 0.180 1.402
-348.562 -3.845 0.134 0.041 -0.025 4.040
633 Dis. Grav. -130.334 7.007 0.120 0.017 -0.208 4.714
128.689 -5.288 -0.120 -0.017 0.070 2.398
634 Dis. Grav. 129.948 -6.016 0.120 -0.020 0.048 -2.483
-128.303 7.735 -0.120 0.020 -0.187 -5.471
635 Dis. Grav. 62.516 -6.373 -0.173 -0.008 -0.006 -5.526
-64.161 8.092 0.173 0.008 0.205 -2.841
636 Dis. Grav. -86.946 8.134 -0.148 -0.034 0.218 2.878
88.591 -6.415 0.148 0.034 -0.047 5.538
637 Dis. Grav. 277.787 7.780 0.087 0.007 -0.117 5.507
-279.432 -6.061 -0.087 -0.007 0.017 2.499
638 Dis. Grav. -278.170 -5.284 0.149 -0.006 0.061 -2.351
279.815 7.003 -0.149 0.006 -0.234 -4.756
639 Dis. Grav. 502.489 -3.823 -0.065 0.001 -0.015 -4.005
-504.134 5.541 0.065 -0.001 0.090 -1.412
640 Dis. Grav. -509.891 4.951 -0.247 -0.006 0.175 2.276
511.536 -3.233 0.247 0.006 0.111 2.458
641 Dis. Grav. 632.867 -1.604 -0.174 -0.067 0.120 0.292
-634.512 3.322 0.174 0.067 0.081 -3.141
642 Dis. Grav. -722.512 4.487 -0.761 0.054 0.477 3.784
Monday, February 14, 2011 Page 38
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
724.157 -6.205 0.761 -0.054 0.402 2.400
643 Dis. Grav. -312.100 10.017 0.083 -0.289 -0.254 9.835
312.100 -4.714 -0.083 0.289 0.115 2.476
644 Dis. Grav. -821.884 1.235 0.185 -0.289 -0.398 -1.690
821.884 4.068 -0.185 0.289 0.088 -0.678
645 Dis. Grav. -1009.220 3.227 0.185 -0.277 -0.171 0.763
1009.220 2.075 -0.185 0.277 -0.138 0.199
646 Dis. Grav. -900.035 1.960 0.160 -0.249 -0.139 -0.237
900.035 3.343 -0.160 0.249 -0.128 -0.919
647 Dis. Grav. -496.701 3.980 0.097 -0.209 0.071 0.771
496.701 1.323 -0.097 0.209 -0.234 1.450
648 Dis. Grav. 235.396 -4.921 0.280 -0.145 0.046 -2.314
-235.396 10.223 -0.280 0.145 -0.513 -10.342
650 Dis. Grav. 1217.482 -52.259 2.318 0.679 -2.283 -26.884
-1217.482 54.910 -2.318 -0.679 0.347 -17.898
658 Dis. Grav. -606.454 6.771 -1.017 0.046 0.398 2.754
604.809 -5.053 1.017 -0.046 0.779 4.085
678 Dis. Grav. 85.769 27.232 1.911 -0.002 -3.495 4.677
-85.769 38.911 -1.911 0.002 0.301 -14.437
679 Dis. Grav. -51.700 14.214 1.653 -0.125 -3.186 7.549
51.700 -11.563 -1.653 0.125 1.805 3.222
680 Dis. Grav. 784.480 56.326 3.108 -0.525 -0.629 18.676
-784.480 -6.662 -3.108 0.525 -3.272 20.849
681 Dis. Grav. 1157.846 32.310 0.230 -0.377 -0.227 14.585
-1157.846 33.833 -0.230 0.377 -0.158 -15.858
682 Dis. Grav. 1249.879 95.016 0.380 -0.455 0.471 27.018
-1249.879 -61.997 -0.380 0.455 -0.788 38.488
683 Dis. Grav. 1012.889 33.818 1.633 -0.140 -0.957 15.812
-1012.889 32.325 -1.633 0.140 -1.773 -14.564
684 Dis. Grav. 489.506 130.603 2.709 -0.622 1.956 24.447
-489.506 -114.120 -2.709 0.622 -3.084 26.521
685 Dis. Grav. -342.120 35.875 -0.018 -0.356 0.088 13.149
342.120 30.267 0.018 0.356 -0.058 -8.463
686 Dis. Grav. 447.039 -4.989 -0.612 -0.278 0.675 -1.338
-447.039 7.641 0.612 0.278 -0.163 -3.940
687 Dis. Grav. -540.632 -1.382 0.196 0.249 -0.391 -1.280
538.987 3.101 -0.196 -0.249 0.165 -1.313
688 Dis. Grav. 552.239 -2.173 0.435 -0.150 -0.345 -1.303
-550.594 3.891 -0.435 0.150 -0.158 -2.205
689 Dis. Grav. -410.954 -2.058 -0.763 -0.013 0.456 -2.034
409.309 3.776 0.763 0.013 0.426 -1.341
690 Dis. Grav. 388.723 7.380 0.623 0.010 0.024 2.458
-387.078 -5.662 -0.623 -0.010 -0.744 5.086
691 Dis. Grav. -149.607 7.399 -0.100 0.031 -0.115 5.080
147.962 -5.680 0.100 -0.031 0.230 2.486
692 Dis. Grav. 152.343 -6.205 0.055 -0.015 0.199 -2.677
-150.698 7.923 -0.055 0.015 -0.262 -5.495
693 Dis. Grav. 37.111 -6.510 -0.095 0.011 -0.176 -5.665
-38.756 8.228 0.095 -0.011 0.285 -2.861
694 Dis. Grav. -62.881 8.200 -0.731 -0.099 0.485 2.870
64.527 -6.481 0.731 0.099 0.361 5.622
695 Dis. Grav. 250.405 7.867 0.331 0.006 -0.213 5.458
-252.050 -6.149 -0.331 -0.006 -0.170 2.649
696 Dis. Grav. -247.947 -5.506 0.582 0.036 -0.142 -2.394
249.592 7.225 -0.582 -0.036 -0.532 -4.970
697 Dis. Grav. 487.067 -5.444 -0.494 -0.056 0.261 -4.913
-488.712 7.163 0.494 0.056 0.310 -2.380
698 Dis. Grav. -508.629 4.053 -0.238 -0.020 0.363 1.504
510.274 -2.334 0.238 0.020 -0.088 2.190
699 Dis. Grav. 642.192 3.836 0.111 0.000 -0.048 2.312
-643.838 -2.117 -0.111 -0.000 -0.080 1.131
700 Dis. Grav. -638.714 -0.955 -0.727 -0.099 0.231 -0.426
640.360 -0.763 0.727 0.099 0.611 0.315
701 Dis. Grav. -843.619 1.730 1.415 -0.189 -1.743 -0.607
843.619 3.573 -1.415 0.189 -0.621 -0.934
702 Dis. Grav. -1417.604 2.603 0.029 -0.484 0.298 -0.184
1417.604 2.700 -0.029 0.484 -0.347 0.103
703 Dis. Grav. -1634.899 2.857 -0.125 -0.472 0.026 0.089
Monday, February 14, 2011 Page 39
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
1634.899 2.446 0.125 0.472 0.182 0.254
704 Dis. Grav. -1561.499 2.370 0.512 -0.255 -0.677 -0.264
1561.499 2.933 -0.512 0.255 -0.179 -0.207
705 Dis. Grav. -1199.870 2.649 0.260 -0.257 0.374 -0.048
1199.870 2.654 -0.260 0.257 -0.809 0.044
706 Dis. Grav. -481.567 3.018 0.004 -0.246 0.375 0.832
481.567 2.285 -0.004 0.246 -0.382 -0.220
707 Dis. Grav. -245.088 29.687 -0.192 0.242 -0.032 7.866
245.088 36.455 0.192 -0.242 0.353 -13.522
708 Dis. Grav. 455.521 5.679 1.542 0.293 -1.230 2.581
-455.521 -3.028 -1.542 -0.293 -0.058 1.057
709 Dis. Grav. 431.137 54.838 0.135 -0.032 -0.282 17.966
-431.137 -5.174 -0.135 0.032 0.113 19.691
710 Dis. Grav. 795.417 31.612 0.015 0.204 0.041 14.465
-795.417 34.531 -0.015 -0.204 -0.066 -16.904
711 Dis. Grav. 866.940 98.942 -0.066 0.322 0.016 28.692
-866.940 -65.923 0.066 -0.322 0.040 40.090
712 Dis. Grav. 602.513 33.679 0.299 0.050 -0.126 16.593
-602.513 32.464 -0.299 -0.050 -0.375 -15.578
713 Dis. Grav. 33.782 140.248 0.004 0.524 0.568 26.502
-33.782 -123.764 -0.004 -0.524 -0.569 28.484
714 Dis. Grav. -857.108 36.210 -0.163 -1.124 0.038 13.918
857.108 29.933 0.163 1.124 0.235 -8.672
715 Dis. Grav. 1189.232 -12.593 -1.801 -0.596 0.778 -3.157
-1189.232 15.244 1.801 0.596 0.727 -8.475
716 Dis. Grav. -533.118 -0.732 1.102 0.128 -0.781 -0.222
531.473 -0.987 -1.102 -0.128 -0.493 0.369
717 Dis. Grav. 533.584 -2.030 0.252 -0.049 -0.099 -1.050
-531.939 3.748 -0.252 0.049 -0.193 -2.292
718 Dis. Grav. -398.394 -2.291 -0.075 0.052 0.098 -2.152
396.749 4.010 0.075 -0.052 -0.011 -1.493
719 Dis. Grav. 376.941 7.290 0.104 -0.026 -0.040 2.437
-375.296 -5.571 -0.104 0.026 -0.080 5.002
720 Dis. Grav. -137.923 7.525 -0.190 0.017 0.194 5.197
136.278 -5.806 0.190 -0.017 0.026 2.514
721 Dis. Grav. 141.125 -6.623 -0.081 0.018 -0.008 -2.781
-139.480 8.342 0.081 -0.018 0.102 -5.876
722 Dis. Grav. 55.052 -6.893 -0.001 -0.017 -0.032 -5.912
-56.697 8.611 0.001 0.017 0.033 -3.057
723 Dis. Grav. -81.719 8.737 -0.148 0.023 -0.009 3.110
83.364 -7.018 0.148 -0.023 0.180 6.003
724 Dis. Grav. 276.978 8.562 -0.024 -0.046 -0.073 6.025
-278.623 -6.843 0.024 0.046 0.101 2.886
725 Dis. Grav. -272.922 -6.192 -0.090 0.086 -0.013 -2.601
274.567 7.910 0.090 -0.086 0.117 -5.556
726 Dis. Grav. 526.186 -6.133 0.206 -0.088 -0.386 -5.368
-527.831 7.852 -0.206 0.088 0.148 -2.722
727 Dis. Grav. -550.076 4.193 0.146 -0.013 0.097 1.579
551.721 -2.474 -0.146 0.013 -0.266 2.278
728 Dis. Grav. 688.723 4.785 0.049 0.011 -0.141 2.858
-690.368 -3.067 -0.049 -0.011 0.084 1.684
729 Dis. Grav. -672.538 -1.489 -2.022 -0.271 0.640 -0.931
674.183 -0.229 2.022 0.271 1.700 0.203
730 Dis. Grav. -315.934 2.323 0.188 0.012 -0.281 0.363
315.934 2.980 -0.188 -0.012 -0.033 -0.912
731 Dis. Grav. -872.559 2.556 0.009 0.048 0.051 -0.032
872.559 2.747 -0.009 -0.048 -0.066 -0.128
732 Dis. Grav. -1073.512 2.880 -0.100 0.024 0.029 0.394
1073.512 2.423 0.100 -0.024 0.138 -0.012
733 Dis. Grav. -973.438 2.348 0.047 -0.034 -0.160 -0.042
973.438 2.955 -0.047 0.034 0.081 -0.465
734 Dis. Grav. -574.566 2.519 0.113 -0.208 -0.172 0.180
574.566 2.783 -0.113 0.208 -0.017 -0.401
735 Dis. Grav. 201.555 3.899 0.172 -0.299 -0.091 1.544
-201.555 1.404 -0.172 0.299 -0.197 0.542
737 Dis. Grav. 1175.931 7.251 3.653 0.241 -2.491 3.718
-1175.931 -4.600 -3.653 -0.241 -0.562 1.234
740 Dis. Grav. -459.190 0.165 -1.887 0.338 1.323 0.060
Monday, February 14, 2011 Page 40
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
457.545 1.554 1.887 -0.338 0.861 -0.864
748 Dis. Grav. 130.796 26.874 2.193 -0.161 -4.017 4.223
-130.796 39.269 -2.193 0.161 0.352 -14.582
749 Dis. Grav. -67.842 10.615 2.039 0.157 -3.694 5.235
67.842 -7.964 -2.039 -0.157 1.990 2.528
750 Dis. Grav. 787.904 56.199 3.658 -0.737 -0.653 18.654
-787.904 -6.536 -3.658 0.737 -3.938 20.712
751 Dis. Grav. 1123.299 32.379 0.133 -0.389 -0.058 14.575
-1123.299 33.764 -0.133 0.389 -0.165 -15.733
752 Dis. Grav. 1177.931 93.708 0.250 -0.545 0.477 26.679
-1177.931 -60.689 -0.250 0.545 -0.686 37.735
753 Dis. Grav. 907.909 33.417 1.795 0.092 -1.020 15.576
-907.909 32.726 -1.795 -0.092 -1.980 -14.998
754 Dis. Grav. 349.205 133.499 2.839 -0.258 2.031 25.106
-349.205 -117.016 -2.839 0.258 -3.213 27.069
755 Dis. Grav. -524.522 36.004 -0.323 -0.427 0.158 13.357
524.522 30.138 0.323 0.427 0.381 -8.455
756 Dis. Grav. 693.464 -10.520 -0.793 -0.473 0.522 -3.140
-693.464 13.171 0.793 0.473 0.141 -6.760
757 Dis. Grav. -517.950 -1.362 0.268 0.224 -0.617 -1.364
516.305 3.080 -0.268 -0.224 0.307 -1.206
758 Dis. Grav. 523.632 -1.891 0.645 -0.133 -0.510 -1.106
-521.987 3.610 -0.645 0.133 -0.237 -2.076
759 Dis. Grav. -382.271 -2.024 -0.820 -0.034 0.494 -1.996
380.626 3.742 0.820 0.034 0.455 -1.339
760 Dis. Grav. 360.765 7.264 0.843 0.020 -0.010 2.401
-359.120 -5.546 -0.843 -0.020 -0.966 5.009
761 Dis. Grav. -123.123 7.355 -0.163 0.040 -0.044 5.044
121.478 -5.636 0.163 -0.040 0.232 2.471
762 Dis. Grav. 125.598 -6.072 0.040 -0.025 0.254 -2.617
-123.953 7.790 -0.040 0.025 -0.299 -5.402
763 Dis. Grav. 61.876 -6.366 -0.077 0.028 -0.130 -5.545
-63.521 8.084 0.077 -0.028 0.219 -2.814
764 Dis. Grav. -87.480 8.107 -0.773 -0.108 0.484 2.841
89.125 -6.389 0.773 0.108 0.410 5.544
765 Dis. Grav. 272.992 7.848 0.268 0.008 -0.100 5.438
-274.637 -6.129 -0.268 -0.008 -0.211 2.647
766 Dis. Grav. -270.221 -5.611 0.498 0.069 -0.182 -2.407
271.866 7.330 -0.498 -0.069 -0.393 -5.079
767 Dis. Grav. 513.995 -5.659 -0.546 -0.102 0.292 -5.028
-515.640 7.377 0.546 0.102 0.340 -2.512
768 Dis. Grav. -537.032 3.983 -0.154 0.017 0.302 1.457
538.677 -2.264 0.154 -0.017 -0.124 2.156
769 Dis. Grav. 672.565 4.455 0.051 -0.023 -0.103 2.588
-674.210 -2.736 -0.051 0.023 0.044 1.571
770 Dis. Grav. -659.961 -1.580 -0.714 -0.096 0.280 -0.909
661.606 -0.138 0.714 0.096 0.546 0.075
771 Dis. Grav. -822.503 2.039 1.662 -0.150 -1.906 -0.216
822.503 3.264 -1.662 0.150 -0.871 -0.808
772 Dis. Grav. -1355.628 2.519 -0.002 -0.510 0.559 -0.255
1355.628 2.784 0.002 0.510 -0.557 0.033
773 Dis. Grav. -1534.410 2.825 -0.204 -0.448 0.195 0.113
1534.410 2.478 0.204 0.448 0.146 0.177
774 Dis. Grav. -1425.315 2.393 0.491 -0.165 -0.598 -0.205
1425.315 2.909 -0.491 0.165 -0.223 -0.226
775 Dis. Grav. -1031.365 2.517 0.262 -0.190 0.453 -0.014
1031.365 2.785 -0.262 0.190 -0.891 -0.209
776 Dis. Grav. -273.291 3.802 -0.130 -0.301 0.486 1.264
273.291 1.500 0.130 0.301 -0.269 0.659
777 Dis. Grav. -444.364 29.845 -0.203 -0.271 -0.432 8.140
444.364 36.297 0.203 0.271 0.770 -13.532
778 Dis. Grav. 725.702 12.734 3.115 -0.068 -3.199 6.486
-725.702 -10.083 -3.115 0.068 0.596 3.048
779 Dis. Grav. 213.164 54.855 0.676 -0.485 -0.236 18.086
-213.164 -5.191 -0.676 0.485 -0.612 19.593
780 Dis. Grav. 551.898 35.344 -0.708 -1.756 0.710 16.258
-551.898 30.799 0.708 1.756 0.475 -12.460
781 Dis. Grav. 618.046 73.358 -0.380 -2.808 0.383 20.159
Monday, February 14, 2011 Page 41
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
-618.046 -40.339 0.380 2.808 -0.066 27.275
782 Dis. Grav. 423.923 38.159 0.104 -0.357 0.148 15.722
-423.923 27.983 -0.104 0.357 -0.322 -7.218
783 Dis. Grav. -0.038 30.537 7.783 -6.287 -1.927 5.891
0.038 -14.053 -7.783 6.287 -1.315 3.396
784 Dis. Grav. -508.890 -0.141 1.568 0.137 -0.696 -0.048
507.245 -1.577 -1.568 -0.137 -1.118 0.879
785 Dis. Grav. 520.842 -2.679 0.578 -0.056 -0.129 -1.538
-519.197 4.398 -0.578 0.056 -0.540 -2.556
786 Dis. Grav. -384.893 -2.019 -0.301 -0.017 -0.271 -1.997
383.248 3.738 0.301 0.017 0.619 -1.333
787 Dis. Grav. 362.987 7.027 0.085 0.024 0.382 2.437
-361.342 -5.308 -0.085 -0.024 -0.481 4.698
788 Dis. Grav. -119.788 6.837 0.503 -0.036 -0.815 4.796
118.143 -5.119 -0.503 0.036 0.233 2.120
789 Dis. Grav. 119.202 -4.324 0.552 -0.179 0.509 -1.972
-117.557 6.043 -0.552 0.179 -1.148 -4.025
790 Dis. Grav. 35.409 -3.800 0.224 0.198 -0.021 -3.674
-37.054 5.519 -0.224 -0.198 -0.238 -1.717
791 Dis. Grav. -51.463 5.563 0.222 -0.291 0.615 2.090
53.108 -3.844 -0.222 0.291 -0.873 3.352
792 Dis. Grav. 211.888 3.060 0.398 0.316 0.720 2.549
-213.533 -1.341 -0.398 -0.316 -1.181 -0.003
793 Dis. Grav. -240.071 -2.063 2.506 -0.622 -0.703 -1.743
241.717 3.782 -2.506 0.622 -2.196 -1.638
794 Dis. Grav. 339.953 9.245 -5.172 0.507 5.200 2.965
-341.599 -7.527 5.172 -0.507 0.784 6.737
795 Dis. Grav. -19.904 1.478 0.969 -0.791 -1.366 -0.632
19.904 3.825 -0.969 0.791 -0.253 -1.329
796 Dis. Grav. -556.691 2.411 0.583 -0.984 -0.474 0.225
556.691 2.892 -0.583 0.984 -0.500 -0.626
797 Dis. Grav. -727.593 3.197 0.534 -0.690 0.112 0.478
727.593 2.105 -0.534 0.690 -1.005 0.435
798 Dis. Grav. -663.621 -0.147 0.535 0.253 0.796 -0.808
663.621 5.450 -0.535 -0.253 -1.691 -3.870
799 Dis. Grav. -336.449 15.361 -1.573 1.261 3.264 5.617
336.449 -10.058 1.573 -1.261 -0.635 15.627
800 Dis. Grav. -84.482 -220.721 -6.745 1.085 -0.282 -22.363
84.482 221.286 6.745 -1.085 1.483 -16.997
801 Dis. Grav. 254.998 26.728 2.478 0.528 -4.138 4.214
-254.998 39.414 -2.478 -0.528 -0.003 -14.816
802 Dis. Grav. -57.260 9.393 1.471 0.525 -2.625 4.358
57.260 -6.742 -1.471 -0.525 1.396 2.384
803 Dis. Grav. 940.809 57.628 3.545 0.210 -0.688 19.198
-940.809 -7.965 -3.545 -0.210 -3.761 21.961
804 Dis. Grav. 1295.839 31.803 -0.152 -0.133 0.221 14.767
-1295.839 34.340 0.152 0.133 0.033 -16.887
805 Dis. Grav. 1353.122 102.325 -0.866 0.663 0.438 29.236
-1353.122 -69.305 0.866 -0.663 0.285 42.368
806 Dis. Grav. 1063.176 36.224 1.062 -1.223 -0.395 17.745
-1063.176 29.918 -1.062 1.223 -1.380 -12.475
807 Dis. Grav. 488.153 116.978 3.918 -3.245 1.461 21.169
-488.153 -100.495 -3.918 3.245 -3.093 24.124
808 Dis. Grav. -364.303 34.075 -0.813 0.093 -0.394 11.812
364.303 32.068 0.813 -0.093 1.753 -10.135
809 Dis. Grav. 652.817 -11.748 -2.846 -0.653 -0.340 -2.893
-652.817 14.399 2.846 0.653 2.718 -8.033
810 Dis. Grav. -540.225 -1.157 -0.010 0.275 -0.185 -1.246
538.580 2.875 0.010 -0.275 0.197 -1.087
811 Dis. Grav. 544.423 -2.058 0.295 -0.076 -0.525 -1.157
-542.778 3.776 -0.295 0.076 0.183 -2.218
812 Dis. Grav. -400.842 -2.245 -0.772 -0.069 0.635 -2.164
399.197 3.964 0.772 0.069 0.258 -1.428
813 Dis. Grav. 378.716 7.772 0.670 0.123 -0.268 2.561
-377.071 -6.053 -0.670 -0.123 -0.507 5.437
814 Dis. Grav. -129.339 7.997 -0.265 -0.061 -0.062 5.511
127.694 -6.278 0.265 0.061 0.368 2.746
815 Dis. Grav. 133.263 -7.002 -0.280 0.103 0.154 -2.985
Monday, February 14, 2011 Page 42
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
-131.618 8.720 0.280 -0.103 0.170 -6.109
816 Dis. Grav. 67.581 -7.222 0.434 -0.075 -0.795 -6.239
-69.226 8.941 -0.434 0.075 0.293 -3.111
817 Dis. Grav. -94.405 8.802 -0.811 -0.023 0.470 3.104
96.050 -7.083 0.811 0.023 0.468 6.085
818 Dis. Grav. 297.260 8.451 0.930 -0.059 -0.789 5.930
-298.905 -6.732 -0.930 0.059 -0.287 2.853
819 Dis. Grav. -294.554 -4.819 1.409 -0.124 -0.186 -2.162
296.199 6.538 -1.409 0.124 -1.444 -4.408
820 Dis. Grav. 510.564 -4.687 -1.447 0.069 1.279 -4.286
-512.209 6.406 1.447 -0.069 0.395 -2.131
821 Dis. Grav. -532.515 3.482 0.222 -0.093 0.303 1.240
534.160 -1.763 -0.222 0.093 -0.559 1.794
822 Dis. Grav. 657.953 4.097 -0.758 0.133 0.564 2.279
-659.598 -2.378 0.758 -0.133 0.313 1.466
823 Dis. Grav. -643.167 -0.907 -0.923 -0.219 0.658 -0.648
644.812 -0.812 0.923 0.219 0.410 0.593
824 Dis. Grav. -843.005 2.111 1.165 0.279 -1.296 -0.141
843.005 3.191 -1.165 -0.279 -0.651 -0.762
825 Dis. Grav. -1402.315 2.494 -0.277 -0.223 0.621 -0.371
1402.315 2.809 0.277 0.223 -0.159 0.108
826 Dis. Grav. -1591.324 2.933 -0.261 -0.490 -0.247 0.131
1591.324 2.369 0.261 0.490 0.684 0.341
827 Dis. Grav. -1473.218 2.226 0.983 -0.405 -1.167 -0.334
1473.218 3.077 -0.983 0.405 -0.475 -0.378
828 Dis. Grav. -1043.196 2.258 0.504 -0.289 0.944 -0.313
1043.196 3.044 -0.504 0.289 -1.787 -0.343
829 Dis. Grav. -290.538 3.855 -1.165 -0.235 1.299 1.234
290.538 1.447 1.165 0.235 0.649 0.779
830 Dis. Grav. -425.842 32.697 -3.287 -0.908 2.973 8.836
425.842 33.445 3.287 0.908 2.521 -9.461
831 Dis. Grav. 527.411 2.345 1.252 0.491 -0.747 1.036
-527.411 0.306 -1.252 -0.491 -0.299 -0.184
832 Dis. Grav. -320.007 0.485 1.676 0.053 -1.069 0.512
318.362 -2.204 -1.676 -0.053 -0.871 1.044
833 Dis. Grav. 307.390 0.111 0.927 -0.282 0.047 -0.393
-305.745 1.607 -0.927 0.282 -1.120 -0.473
834 Dis. Grav. 73.937 5.609 -1.352 0.163 -0.206 1.620
-73.937 -0.698 1.352 -0.163 2.298 3.261
835 Dis. Grav. 959.592 7145.168 10.644 -0.033 -27.714 5785.609
-909.612 -7145.168 -10.644 0.033 19.198 -69.473
836 Dis. Grav. 8319.454 466.359 8.194 1.610 1.498 357.529
-8315.450 -445.936 -8.194 -1.610 -8.152 12.885
838 Dis. Grav. -11147.012 2193.045 -3.666 0.220 -32.265 484.475
11151.017 -2172.622 3.666 -0.220 35.242 1288.094
839 Dis. Grav. -2548.570 -16.525 -0.295 -0.303 0.165 -5.865
2544.497 21.567 0.295 0.303 0.137 -13.645
840 Dis. Grav. 3760.865 -9.954 -2.717 1.023 0.958 -6.483
-3754.815 14.997 2.717 -1.023 2.424 -9.046
841 Dis. Grav. -2948.940 -16.735 6.004 -1.151 -4.085 -9.971
2944.867 21.777 -6.004 1.151 -2.066 -9.756
842 Dis. Grav. 3435.202 0.662 -11.063 2.186 5.457 -1.245
-3429.152 4.380 11.063 -2.186 8.314 -1.069
843 Dis. Grav. -2562.813 -8.644 21.400 -1.800 -14.073 -5.095
2558.739 13.686 -21.400 1.800 -7.850 -6.342
844 Dis. Grav. 3046.894 -6.099 -11.567 2.331 4.041 -5.364
-3040.844 11.141 11.567 -2.331 10.356 -5.365
845 Dis. Grav. -2015.119 -15.556 17.568 -2.717 -11.918 -11.263
2011.046 20.598 -17.568 2.717 -6.080 -7.255
847 Dis. Grav. -1585.346 -6.738 31.102 -2.911 -19.763 -6.435
1581.273 11.780 -31.102 2.911 -12.098 -3.050
876 Dis. Grav. -5242.713 49.472 14.553 11.868 -1.008 72.733
5250.722 -8.625 -14.553 -11.868 -22.628 -25.555
877 Dis. Grav. 3848.874 73.227 -65.141 32.446 14.092 25.894
-3845.670 -56.889 65.141 -32.446 28.226 16.370
878 Dis. Grav. 12313.488 28.914 -162.486 30.504 54.017 -30.114
-12308.683 -4.406 162.486 -30.504 104.319 46.348
879 Dis. Grav. 14638.155 113.032 -192.737 39.313 -54.594 -32.554
Monday, February 14, 2011 Page 43
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
-14636.554 -104.862 192.737 -39.313 117.198 67.942
880 Dis. Grav. 1866.482 4.996 -7.500 3.295 1.352 -1.600
-1860.432 0.047 7.500 -3.295 7.984 4.680
881 Dis. Grav. -1100.239 -0.915 22.007 -2.321 -15.743 -1.937
1096.165 5.958 -22.007 2.321 -6.801 -1.583
882 Dis. Grav. 1116.552 -8.943 -16.715 2.221 3.716 -8.983
-1110.501 13.985 16.715 -2.221 17.090 -5.286
883 Dis. Grav. -426.913 6.348 9.987 -3.927 -7.825 -5.062
422.839 -1.306 -9.987 3.927 -2.406 8.983
884 Dis. Grav. 1097.937 21.534 -8.448 3.294 0.435 10.211
-1091.887 -16.492 8.448 -3.294 10.081 13.456
885 Dis. Grav. -631.000 -66.902 20.229 -2.353 -17.711 -23.080
626.926 71.944 -20.229 2.353 -3.011 -48.039
886 Dis. Grav. -3310.837 -54.593 -3.282 2.351 -6.273 -51.694
3316.888 59.635 3.282 -2.351 10.358 -19.399
887 Dis. Grav. -420.061 115.949 5.833 18.061 23.134 44.571
424.867 -91.441 -5.833 -18.061 -28.818 56.476
888 Dis. Grav. -464.899 -111.314 -32.678 13.565 32.734 -57.891
468.102 127.653 32.678 -13.565 -11.505 -19.730
889 Dis. Grav. -842.612 52.728 27.683 3.709 20.745 22.445
843.413 -48.643 -27.683 -3.709 -25.241 -14.213
891 Dis. Grav. -849.605 42.269 -16.827 1.551 31.534 13.825
856.813 -5.507 16.827 -1.551 -6.938 21.093
892 Dis. Grav. 7500.635 345.693 37.799 16.687 45.172 16.961
-7499.032 -337.523 -37.799 -16.687 -57.450 94.000
894 Dis. Grav. -4888.332 3.158 -41.120 3.379 30.518 -38.861
4890.734 9.096 41.120 -3.379 -10.483 37.414
895 Dis. Grav. -4879.474 40.684 16.140 7.150 8.755 -9.386
4885.081 -12.092 -16.140 -7.150 -27.104 39.386
897 Dis. Grav. 10246.483 115.424 111.320 11.274 -56.723 5.083
-10240.075 -82.747 -111.320 -11.274 -87.912 123.657
898 Dis. Grav. 10163.763 -293.654 -132.979 9.356 92.994 -124.082
-10162.161 301.824 132.979 -9.356 -49.799 27.371
899 Dis. Grav. -10501.587 19.887 35.209 15.047 9.988 -49.368
10503.990 -7.633 -35.209 -15.047 -27.142 56.072
900 Dis. Grav. -10508.033 -2.394 -32.633 10.621 31.775 -55.915
10513.639 30.986 32.633 -10.621 5.325 36.941
901 Dis. Grav. -12094.545 107.972 6.089 14.961 -3.462 -26.374
12101.754 -71.210 -6.089 -14.961 -5.438 157.328
902 Dis. Grav. -12106.111 57.576 -45.611 8.167 10.017 -157.453
12106.912 -53.492 45.611 -8.167 -2.609 166.472
903 Dis. Grav. -13216.017 -330.791 -27.177 5.205 4.750 -185.666
13224.026 371.638 27.177 -5.205 39.388 -384.742
1031 Dis. Grav. 1149.027 -103.285 -57.044 2.201 68.647 -143.617
-1099.047 103.285 57.044 -2.201 -23.012 60.989
1063 Dis. Grav. 2547.748 6859.450 -82.459 -0.364 98.526 5509.836
-2497.768 -6859.450 82.459 0.364 -32.559 -22.275
1065 Dis. Grav. 929.509 4.171 0.208 -0.361 0.185 2.323
-929.344 -1.703 -0.208 0.361 -0.348 -0.033
1066 Dis. Grav. 3110.378 8469.479 -249.410 0.820 192.893 7048.070
-3060.398 -8469.479 249.410 -0.820 6.635 -272.486
1067 Dis. Grav. 28.907 5.821 1.083 -0.619 -1.836 2.974
-28.743 -3.354 -1.083 0.619 0.993 0.601
1068 Dis. Grav. 9937.243 787.526 73.066 -4.708 -8.892 534.337
-9933.675 -769.329 -73.066 4.708 -43.973 28.870
1070 Dis. Grav. 12432.625 120.530 86.748 9.627 11.595 21.408
-12430.438 -109.381 -86.748 -9.627 -50.049 29.550
1071 Dis. Grav. 19485.221 187.531 96.162 5.834 36.252 -59.648
-19484.493 -183.814 -96.162 -5.834 -50.461 87.084
1072 Dis. Grav. -15869.207 3349.030 -4.402 12.985 2.611 697.708
15872.775 -3330.834 4.402 -12.985 0.574 1718.799
1073 Dis. Grav. -4108.816 -29.642 14.086 1.147 -6.761 -9.977
4104.635 34.135 -14.086 -1.147 -6.901 -20.952
1074 Dis. Grav. 6063.861 -9.127 -14.078 -0.104 7.600 -7.837
-6057.918 13.619 14.078 0.104 8.975 -5.554
1076 Dis. Grav. 5352.400 -18.467 5.152 0.588 -3.086 -10.393
-5346.458 22.959 -5.152 -0.588 -2.980 -13.995
1077 Dis. Grav. -3599.446 -40.642 -2.465 0.287 2.195 -24.512
Monday, February 14, 2011 Page 44
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
3595.265 45.134 2.465 -0.287 0.195 -17.085
1078 Dis. Grav. 4315.488 3.471 0.970 -0.246 -2.184 -2.885
-4309.545 1.022 -0.970 0.246 1.042 4.326
1079 Dis. Grav. -3020.464 -11.006 -7.789 -0.446 5.675 -5.076
3016.283 15.498 7.789 0.446 1.880 -7.778
1080 Dis. Grav. 3380.742 -20.472 0.969 0.041 -0.967 -14.810
-3374.799 24.964 -0.969 -0.041 -0.174 -11.938
1081 Dis. Grav. -1755.944 -6.975 5.316 0.497 -1.585 -14.036
1751.763 11.467 -5.316 -0.497 -3.571 5.093
1082 Dis. Grav. 3080.277 24.864 2.805 -0.337 -2.769 11.571
-3074.334 -20.372 -2.805 0.337 -0.534 15.060
1083 Dis. Grav. -2251.672 -108.669 -7.689 -0.126 6.031 -36.748
2247.491 113.161 7.689 0.126 1.427 -70.830
1084 Dis. Grav. -3160.654 -83.328 0.165 -0.492 -0.078 -72.555
3166.597 87.821 -0.165 0.492 -0.116 -28.199
1085 Dis. Grav. 2970.358 35.127 101.229 6.696 41.503 -0.082
-2969.554 -31.027 -101.229 -6.696 -58.008 5.475
1087 Dis. Grav. -3719.877 74.170 -27.586 13.574 29.699 19.039
3726.360 -41.108 27.586 -13.574 6.564 56.731
1088 Dis. Grav. -3735.180 16.428 4.652 14.431 -3.616 -56.327
3735.833 -13.096 -4.652 -14.431 3.000 58.282
1089 Dis. Grav. -9097.537 16.562 1.217 13.169 -1.555 -38.312
9104.673 19.832 -1.217 -13.169 -0.207 35.946
1090 Dis. Grav. -13421.719 173.500 -7.541 10.710 0.157 -13.359
13426.744 -147.871 7.541 -10.710 7.527 177.104
1091 Dis. Grav. -13431.420 135.207 0.942 12.312 -6.422 -176.533
13433.531 -124.442 -0.942 -12.312 6.019 232.098
1092 Dis. Grav. -16750.564 -536.787 3.453 13.899 -2.036 -248.761
16757.699 573.181 -3.453 -13.899 -2.960 -554.323
1093 Dis. Grav. -4295.383 31.176 91.106 -34.688 2.820 25.121
4296.152 -27.257 -91.106 34.688 -42.278 -12.467
1094 Dis. Grav. 7791.428 157.210 14.567 -5.463 -1.691 104.164
-7790.146 -150.677 -14.567 5.463 -8.824 6.956
1095 Dis. Grav. 4960.945 191.677 52.710 0.009 17.765 49.156
-4960.689 -190.370 -52.710 -0.009 -25.375 -21.579
1096 Dis. Grav. -4970.166 1026.599 -7.050 1.717 4.518 273.655
4971.447 -1020.066 7.050 -1.717 0.571 465.009
1097 Dis. Grav. -3670.943 -16.962 -10.579 -0.800 5.622 -3.285
3666.760 21.444 10.579 0.800 4.629 -15.322
1098 Dis. Grav. 4618.670 -37.708 0.714 -0.335 4.892 -17.241
-4612.729 42.190 -0.714 0.335 -5.732 -29.743
1099 Dis. Grav. -2829.484 -34.310 10.047 1.443 -4.904 -28.309
2825.301 38.792 -10.047 -1.443 -4.831 -7.106
1100 Dis. Grav. 3567.869 27.662 0.028 0.269 -1.036 15.253
-3561.929 -23.180 -0.028 -0.269 1.003 14.645
1101 Dis. Grav. -2658.167 -109.136 -8.617 -1.128 6.481 -33.221
2653.984 113.618 8.617 1.128 1.868 -74.695
1102 Dis. Grav. 1469.771 -70.636 -1.576 -0.439 1.284 -64.005
-1463.830 75.118 1.576 0.439 0.569 -21.706
1103 Dis. Grav. 2159.359 54.187 3.274 -6.167 3.340 25.607
-2157.566 -45.040 -3.274 6.167 -6.648 24.530
1104 Dis. Grav. 2147.886 24.010 -10.028 -1.160 7.464 -23.692
-2147.117 -20.090 10.028 1.160 -3.121 33.242
1105 Dis. Grav. -2178.466 -115.619 -0.009 2.708 5.374 -41.389
2181.028 128.686 0.009 -2.708 -5.362 -134.955
1106 Dis. Grav. -5559.168 459.363 -37.428 10.174 -14.188 279.299
5563.540 -437.065 37.428 -10.174 47.371 118.073
1107 Dis. Grav. -5699.443 -282.402 134.767 11.511 -53.050 -117.855
5702.207 296.498 -134.767 -11.511 -22.483 -44.374
1108 Dis. Grav. 7609.866 576.250 -112.489 13.118 16.051 96.199
-7606.951 -561.385 112.489 -13.118 50.435 239.998
1109 Dis. Grav. 7441.751 -292.361 77.990 13.448 -50.529 -238.815
-7437.530 313.889 -77.990 -13.448 -16.229 -20.659
1110 Dis. Grav. 15970.426 774.054 -88.812 10.575 -32.533 24.327
-15968.968 -766.622 88.812 -10.575 58.779 203.325
1111 Dis. Grav. 15803.052 -89.958 85.668 11.249 -58.925 -201.600
-15797.374 118.919 -85.668 -11.249 -39.723 81.337
1112 Dis. Grav. 839.473 729.409 -63.061 3.607 -10.356 112.235
Monday, February 14, 2011 Page 45
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
-838.961 -726.795 63.061 -3.607 28.563 97.989
1113 Dis. Grav. 679.806 -102.926 44.064 3.729 -27.846 -94.327
-677.757 113.379 -44.064 -3.729 -23.044 -30.579
1114 Dis. Grav. 669.531 31.511 1.160 -0.259 -0.267 8.009
-665.437 29.904 -1.160 0.259 -1.541 -6.757
1116 Dis. Grav. 1127.491 22.107 -0.343 -3.674 1.427 3.784
-1123.396 39.309 0.343 3.674 -0.892 -17.190
1117 Dis. Grav. 725.255 41.895 -0.141 -2.022 -0.811 20.321
-721.160 19.521 0.141 2.022 1.031 -2.885
1118 Dis. Grav. -24.381 26.515 3.628 2.502 -1.452 4.509
28.476 34.900 -3.628 -2.502 -4.203 -11.043
1119 Dis. Grav. -1002.506 66.359 11.048 -2.511 2.137 11.500
1003.465 -51.985 -11.048 2.511 -6.167 10.084
1120 Dis. Grav. 1492.278 -4.012 -7.985 -0.786 -1.615 -0.274
-1492.114 6.479 7.985 0.786 7.838 -3.814
1121 Dis. Grav. -802.013 0.723 -1.316 -0.571 0.785 0.433
800.262 0.876 1.316 0.571 0.732 -0.522
1122 Dis. Grav. 749.980 0.724 -6.280 0.157 2.114 -0.073
-748.442 0.875 6.280 -0.157 4.663 -0.009
1123 Dis. Grav. -651.775 1.002 1.141 -0.391 -1.698 0.466
650.023 0.597 -1.141 0.391 0.382 -0.232
1124 Dis. Grav. 596.526 1.374 -5.527 1.058 0.586 0.166
-594.988 0.225 5.527 -1.058 5.378 0.454
1125 Dis. Grav. -472.462 2.398 6.648 -1.087 -6.925 1.034
470.710 -0.799 -6.648 1.087 -0.743 0.810
1126 Dis. Grav. 448.491 -6.288 -11.959 1.480 5.609 -2.203
-446.952 7.887 11.959 -1.480 7.295 -5.445
1127 Dis. Grav. -195.326 -5.716 12.812 -1.394 -7.926 -5.170
193.574 7.315 -12.812 1.394 -6.851 -2.345
1128 Dis. Grav. 134.640 7.394 -12.659 1.351 2.703 2.601
-133.102 -5.795 12.659 -1.351 10.957 4.515
1129 Dis. Grav. 85.423 5.589 7.559 -1.354 -6.850 3.867
-87.174 -3.990 -7.559 1.354 -1.868 1.657
1130 Dis. Grav. -82.684 -0.579 1.445 0.320 -1.818 -0.625
84.222 2.178 -1.445 -0.320 0.259 -0.862
1133 Dis. Grav. 252.149 0.507 -0.078 0.136 -0.246 -0.155
-253.900 1.092 0.078 -0.136 0.336 -0.183
1134 Dis. Grav. -246.331 1.006 -0.348 0.007 0.395 0.170
247.870 0.593 0.348 -0.007 -0.019 0.053
1135 Dis. Grav. 356.325 1.252 0.042 -0.102 -0.118 0.327
-358.077 0.347 -0.042 0.102 0.070 0.195
1136 Dis. Grav. -335.234 1.378 -0.145 0.176 0.182 0.497
336.773 0.221 0.145 -0.176 -0.025 0.127
1137 Dis. Grav. 409.914 1.949 -3.022 -0.247 -0.056 0.321
-410.243 2.984 3.022 0.247 4.765 -1.127
1138 Dis. Grav. -459.743 4.256 3.646 -1.072 -5.947 1.193
459.415 0.678 -3.646 1.072 0.264 1.596
1139 Dis. Grav. 1176.783 152.371 -24.909 10.862 1.753 30.936
-1177.509 -141.482 24.909 -10.862 5.130 9.666
1140 Dis. Grav. 1076.990 -3.246 3.848 1.845 -1.014 -23.655
-1080.359 53.773 -3.848 -1.845 -3.921 -12.901
1141 Dis. Grav. -928.802 -19.856 -29.904 -3.408 12.354 -9.548
928.696 21.448 29.904 3.408 2.686 -0.839
1142 Dis. Grav. -1158.611 2.666 -4.432 1.418 0.406 0.584
1158.282 2.268 4.432 -1.418 6.502 -0.273
1143 Dis. Grav. -1037.388 1.836 1.681 0.173 -3.229 -0.759
1037.059 3.098 -1.681 -0.173 0.609 -0.225
1144 Dis. Grav. -805.745 2.487 0.626 -0.665 -0.542 0.301
805.416 2.447 -0.626 0.665 -0.434 -0.270
1145 Dis. Grav. -456.406 2.589 0.897 -0.513 -0.173 0.282
456.077 2.344 -0.897 0.513 -1.224 -0.091
1146 Dis. Grav. -1105.063 -1.867 22.254 1.811 -3.845 -0.203
1104.840 5.209 -22.254 -1.811 -19.647 -3.532
1147 Dis. Grav. -84.009 37.686 -3.421 -2.094 -1.282 9.018
84.009 -9.494 3.421 2.094 3.719 7.788
1148 Dis. Grav. -183.616 3.017 1.062 0.604 -0.261 0.916
181.970 -1.552 -1.062 -0.604 -0.877 1.532
1149 Dis. Grav. -696.675 31.989 2.836 1.707 -1.274 9.667
Monday, February 14, 2011 Page 46
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
692.542 29.492 -2.836 -1.707 -3.152 -7.718
1150 Dis. Grav. 1012.851 12.075 -2.265 1.529 2.942 4.581
-1013.017 -9.606 2.265 -1.529 -1.175 3.877
1151 Dis. Grav. 163.032 36.796 -2.854 4.316 2.976 10.811
-167.164 24.685 2.854 -4.316 1.477 -1.362
1152 Dis. Grav. 407.100 37.047 0.620 -1.462 -1.347 14.064
-411.233 24.434 -0.620 1.462 0.380 -4.223
1153 Dis. Grav. 412.234 21.514 0.537 -0.254 -0.711 3.130
-416.367 39.967 -0.537 0.254 -0.127 -17.526
1156 Dis. Grav. -934.103 28.251 -2.204 -1.042 1.546 6.263
929.970 33.230 2.204 1.042 1.894 -10.147
1157 Dis. Grav. 1281.129 2.966 -0.888 -0.981 -0.173 2.530
-1281.295 -0.497 0.888 0.981 0.866 -1.179
1158 Dis. Grav. -654.295 1.597 1.149 -0.106 -0.263 0.676
652.542 0.004 -1.149 0.106 -1.063 0.243
1159 Dis. Grav. 634.744 0.910 -1.900 0.362 0.221 0.412
-633.206 0.691 1.900 -0.362 1.830 -0.294
1160 Dis. Grav. -587.433 -6.489 3.790 -0.185 -1.269 -2.799
585.680 8.090 -3.790 0.185 -3.105 -5.615
1161 Dis. Grav. 256.999 -3.901 -12.840 0.702 4.613 -4.489
-255.462 5.502 12.840 -0.702 9.245 -0.585
1162 Dis. Grav. -81.460 5.610 6.213 -0.803 -4.669 3.068
79.708 -4.009 -6.213 0.803 -2.503 2.483
1163 Dis. Grav. 36.419 3.236 0.120 0.110 -1.080 1.764
-34.882 -1.635 -0.120 -0.110 0.950 0.864
1164 Dis. Grav. 28.539 0.946 0.203 -0.154 -0.462 0.229
-30.291 0.655 -0.203 0.154 0.228 -0.061
1165 Dis. Grav. -26.459 -4.654 0.862 0.091 -0.710 -1.867
27.996 6.255 -0.862 -0.091 -0.220 -4.020
1171 Dis. Grav. -263.285 -4.013 0.215 0.467 -0.128 -2.964
264.823 5.614 -0.215 -0.467 -0.104 -2.231
1172 Dis. Grav. 356.700 0.866 0.367 -0.280 -0.863 -0.016
-358.453 0.734 -0.367 0.280 0.440 0.092
1173 Dis. Grav. -352.827 1.580 -0.167 0.086 0.033 0.870
354.364 0.021 0.167 -0.086 0.147 -0.029
1175 Dis. Grav. -504.328 20.575 -2.052 -2.079 2.718 5.206
501.724 18.157 2.052 2.079 -0.701 -4.017
1177 Dis. Grav. 269.787 127.948 -9.001 -0.745 1.932 14.843
-269.830 -127.306 9.001 0.745 -0.107 11.041
1178 Dis. Grav. 115.043 -9.188 0.784 2.108 1.600 -4.532
-115.375 14.127 -0.784 -2.108 -2.823 -13.659
1179 Dis. Grav. -489.178 197.593 17.415 7.060 1.569 23.762
489.148 -197.136 -17.415 -7.060 -4.083 4.726
1180 Dis. Grav. -392.815 -18.173 -5.214 0.328 2.144 -20.321
392.514 22.655 5.214 -0.328 5.239 -8.586
1181 Dis. Grav. -469.442 6.248 0.879 0.606 -2.229 4.339
469.110 -1.308 -0.879 -0.606 0.858 1.556
1184 Dis. Grav. 783.702 -3.558 -1.421 -0.441 2.254 -5.914
-784.034 8.497 1.421 0.441 -0.037 -3.491
1185 Dis. Grav. 147.871 29.236 0.988 -1.417 -2.596 6.038
-147.871 36.907 -0.988 1.417 0.945 -12.449
1186 Dis. Grav. 431.512 46.685 2.996 -3.022 -0.151 14.793
-431.512 2.978 -2.996 3.022 -3.610 12.633
1187 Dis. Grav. 462.411 34.294 -0.771 -0.757 0.873 13.317
-462.411 31.848 0.771 0.757 0.416 -11.273
1188 Dis. Grav. 253.903 50.966 2.794 -5.675 -1.557 14.924
-253.903 -17.947 -2.794 5.675 -0.774 13.827
1189 Dis. Grav. 113.154 -123.181 10.326 3.447 0.912 -31.817
-113.154 137.723 -10.326 -3.447 -4.707 -16.121
1190 Dis. Grav. -44.510 7.446 4.850 -0.389 -5.760 3.329
44.510 -4.795 -4.850 0.389 1.707 1.786
1191 Dis. Grav. -417.863 2.168 2.613 -0.897 -2.323 -0.112
417.863 3.135 -2.613 0.897 -2.044 -0.696
1192 Dis. Grav. -596.078 1.502 0.453 -0.378 1.590 -0.240
596.078 3.801 -0.453 0.378 -2.347 -1.682
1193 Dis. Grav. -486.773 7.410 -0.921 1.303 2.926 2.404
486.773 -2.107 0.921 -1.303 -1.387 5.550
1194 Dis. Grav. -182.001 -22.508 -10.339 0.906 5.510 -15.142
Monday, February 14, 2011 Page 47
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
182.001 26.325 10.339 -0.906 6.929 -14.236
1195 Dis. Grav. -257.333 -0.710 -0.717 0.265 -0.274 -0.873
255.688 2.429 0.717 -0.265 1.103 -0.943
1196 Dis. Grav. 257.931 -0.938 1.520 -0.297 -0.220 -0.731
-256.286 2.657 -1.520 0.297 -1.540 -1.348
1197 Dis. Grav. -133.250 -0.597 -0.487 0.157 0.306 -0.996
131.604 2.316 0.487 -0.157 0.258 -0.689
1198 Dis. Grav. 117.473 4.793 1.672 -0.313 0.518 1.625
-115.828 -3.074 -1.672 0.313 -2.453 2.925
1199 Dis. Grav. 68.850 4.003 0.068 0.448 0.824 2.793
-70.495 -2.284 -0.068 -0.448 -0.902 0.844
1200 Dis. Grav. -81.352 -2.841 1.441 -0.693 0.335 -1.566
82.997 4.560 -1.441 0.693 -2.003 -2.716
1201 Dis. Grav. 208.820 1.242 -2.124 0.732 3.620 -0.935
-210.465 0.476 2.124 -0.732 -1.164 1.378
1202 Dis. Grav. -194.427 18.247 7.294 -1.370 -3.934 8.214
196.072 -16.529 -7.294 1.370 -4.505 11.902
1225 Dis. Grav. -363.864 0.915 -0.179 0.057 -0.149 0.378
365.402 0.685 0.179 -0.057 0.341 -0.255
1272 Dis. Grav. 926.138 -106.841 -0.266 -0.120 -0.278 -24.899
-926.138 123.321 0.266 0.120 0.388 -23.024
1279 Dis. Grav. 1409.805 -59.303 1.728 -0.370 -2.044 -37.096
-1409.805 92.426 -1.728 0.370 0.598 -26.405
1299 Dis. Grav. 684.512 -2.739 0.833 -0.307 -0.863 -18.076
-684.512 52.398 -0.833 0.307 -0.183 -16.519
1306 Dis. Grav. 544.165 -101.054 0.572 -0.351 -0.808 -23.329
-544.165 117.533 -0.572 0.351 0.570 -22.184
1313 Dis. Grav. 944.653 -61.983 0.598 -0.231 -0.797 -38.085
-944.653 95.106 -0.598 0.231 0.297 -27.659
1320 Dis. Grav. 122.431 -1.502 0.634 -0.002 -0.711 -16.685
-122.431 51.161 -0.634 0.002 -0.085 -16.358
1400 Dis. Grav. 433.368 -76.261 -2.376 2.058 0.592 -16.153
-433.368 92.740 2.376 -2.058 0.398 -19.036
1401 Dis. Grav. 939.738 -121.621 -1.087 0.042 0.220 -28.363
-939.738 138.101 1.087 -0.042 0.232 -25.715
1402 Dis. Grav. 783.861 -113.028 -0.873 0.264 -0.465 -25.872
-783.861 129.507 0.873 -0.264 0.828 -24.627
1403 Dis. Grav. 779.191 -114.168 -0.492 0.073 -0.671 -26.223
-779.191 130.647 0.492 -0.073 0.876 -24.751
1404 Dis. Grav. 34.082 59.321 -5.811 3.338 3.101 36.244
-33.289 -55.276 5.811 -3.338 4.450 38.203
1405 Dis. Grav. 29.423 59.338 -5.531 3.322 3.098 36.597
-28.630 -55.293 5.531 -3.322 4.089 37.872
1407 Dis. Grav. 15.996 53.339 -1.472 3.051 0.525 24.655
-15.203 -49.294 1.472 -3.051 1.388 42.020
1408 Dis. Grav. -2.445 -12.807 -3.329 -1.002 3.307 -3.504
3.373 17.542 3.329 1.002 1.755 -19.574
1409 Dis. Grav. 266.220 33.587 3.032 7.552 -3.932 -5.663
-266.220 -0.464 -3.032 -7.552 1.394 19.914
1410 Dis. Grav. 1358.034 -68.802 2.802 -2.118 -2.915 -41.692
-1358.034 101.925 -2.802 2.118 0.569 -29.760
1411 Dis. Grav. 1179.338 -59.551 2.836 -0.176 -3.101 -37.151
-1179.338 92.674 -2.836 0.176 0.727 -26.558
1412 Dis. Grav. 1250.309 -60.594 2.695 -0.460 -3.041 -37.689
-1250.309 93.717 -2.695 0.460 0.785 -26.893
1413 Dis. Grav. 22.103 60.600 -2.838 0.276 1.780 36.822
-21.310 -56.555 2.838 -0.276 1.907 39.286
1414 Dis. Grav. 25.174 60.336 -2.399 0.243 1.571 37.075
-24.380 -56.291 2.399 -0.243 1.546 38.690
1416 Dis. Grav. 30.255 43.720 -0.062 -1.918 0.770 10.223
-29.462 -39.675 0.062 1.918 -0.689 43.953
1417 Dis. Grav. 33.732 60.409 -12.444 5.178 0.100 23.450
-33.462 -59.029 12.444 -5.178 5.417 3.023
1418 Dis. Grav. 500.899 -0.184 -1.793 1.033 1.831 -15.504
-500.899 49.844 1.793 -1.033 0.418 -15.885
1419 Dis. Grav. 355.092 -5.338 -0.118 -0.441 0.147 -19.756
-355.092 54.998 0.118 0.441 0.001 -18.102
1420 Dis. Grav. 494.657 -4.603 0.331 -0.314 -0.412 -19.282
Monday, February 14, 2011 Page 48
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
-494.657 54.262 -0.331 0.314 -0.003 -17.652
1421 Dis. Grav. 29.619 58.644 -0.076 -2.961 0.686 35.362
-28.826 -54.599 0.076 2.961 -0.587 38.206
1422 Dis. Grav. 26.301 59.400 0.352 -3.035 0.435 37.498
-25.508 -55.355 -0.352 3.035 -0.893 37.051
1424 Dis. Grav. 20.788 62.639 1.636 -4.918 1.823 13.951
-20.382 -60.569 -1.636 4.918 -2.911 27.011
1425 Dis. Grav. 212.741 -114.108 -0.290 -2.031 -0.098 -25.198
-212.741 130.587 0.290 2.031 0.219 -25.751
1426 Dis. Grav. 433.737 -114.641 -0.280 0.425 0.246 -26.506
-433.737 131.120 0.280 -0.425 -0.129 -24.665
1427 Dis. Grav. 620.123 -39.081 0.280 1.183 -0.214 -24.952
-620.123 72.205 -0.280 -1.183 -0.021 -21.623
1428 Dis. Grav. 873.588 -65.968 0.423 -0.174 -0.386 -40.458
-873.588 99.091 -0.423 0.174 0.032 -28.622
1429 Dis. Grav. 0.000 23.636 -0.000 0.000 -0.000 7.058
0.000 0.000 0.000 0.000 -0.000 0.000
1430 Dis. Grav. 43.976 -7.199 -0.260 -1.021 0.072 -21.139
-43.976 56.858 0.260 1.021 0.255 -19.053
1431 Dis. Grav. 56.039 58.741 1.662 3.274 -1.722 36.134
-55.246 -54.696 -1.662 -3.274 -0.438 37.560
1432 Dis. Grav. 56.194 58.206 -0.540 3.563 -0.078 34.696
-55.401 -54.161 0.540 -3.563 0.780 38.303
1433 Dis. Grav. 3.550 62.121 3.272 0.038 -2.109 40.277
-2.757 -58.076 -3.272 -0.038 -2.141 37.808
1434 Dis. Grav. 2.027 53.970 0.914 0.565 -0.398 23.215
-1.234 -49.925 -0.914 -0.565 -0.790 44.278
1435 Dis. Grav. 42.485 60.658 4.871 -3.195 -2.418 40.242
-41.692 -56.613 -4.871 3.195 -3.911 35.941
1436 Dis. Grav. 40.232 -46.402 -3.355 -2.333 1.720 -14.362
-39.439 42.357 3.355 2.333 2.639 -43.300
1438 Dis. Grav. -1.532 38.550 14.740 -24.921 4.180 -9.733
1.538 -38.518 -14.740 24.921 -4.330 10.126
1439 Dis. Grav. 34.593 57.989 3.179 7.721 -5.735 20.800
-34.458 -57.299 -3.179 -7.721 5.031 -8.023
1445 Dis. Grav. 4469.117 -939.786 -7.554 -0.127 54.478 -4568.942
-3662.992 939.786 7.554 0.127 -45.413 3441.199
1446 Dis. Grav. 4637.560 931.994 -17.349 -0.188 91.277 4494.849
-3831.436 -931.994 17.349 0.188 -70.458 -3376.457
1447 Dis. Grav. 6920.185 1086.692 -3.328 -0.099 25.522 5043.534
-6114.060 -1086.692 3.328 0.099 -21.528 -3739.504
1448 Dis. Grav. 5340.087 743.522 -5.545 -0.096 35.871 3292.176
-4533.962 -743.522 5.545 0.096 -29.217 -2399.949
1449 Dis. Grav. 7283.093 -1069.179 25.624 -0.141 -114.824 -5493.188
-6476.968 1069.179 -25.624 0.141 84.075 4210.173
1450 Dis. Grav. 2741.766 -13.725 -6.914 -0.106 250.901 -85.868
-1935.641 13.725 6.914 0.106 -242.604 69.399
1451 Dis. Grav. 5759.063 -728.267 11.598 -0.081 -45.153 -3900.826
-4952.938 728.267 -11.598 0.081 31.235 3026.906
1452 Dis. Grav. 5271.109 -351.204 5.688 0.035 -12.444 -1945.980
-4464.984 351.204 -5.688 -0.035 5.618 1524.536
1453 Dis. Grav. 2400.431 -7.145 5.531 0.002 -16.032 -224.575
-1594.307 7.145 -5.531 -0.002 9.395 216.001
1454 Dis. Grav. 4899.377 347.098 -7.751 -0.100 46.182 1322.719
-4093.253 -347.098 7.751 0.100 -36.881 -906.202
1460 Dis. Grav. 12.250 -54.415 1.672 -2.577 -0.563 -38.172
-11.457 58.460 -1.672 2.577 -1.609 -35.156
1461 Dis. Grav. 8.093 -54.513 -0.522 -2.695 0.944 -37.810
-7.300 58.558 0.522 2.695 -0.266 -35.646
1462 Dis. Grav. 2.764 -53.074 -1.488 -2.588 1.704 -35.990
-1.971 57.119 1.488 2.588 0.229 -35.596
1463 Dis. Grav. -5.037 -61.400 -2.252 -3.840 2.274 -41.874
5.831 65.445 2.252 3.840 0.652 -40.529
1541 Dis. Grav. 14623.320 43.659 79.430 5.431 -108.419 -68.243
-14616.914 -10.981 -79.430 -5.431 5.217 103.739
1542 Dis. Grav. 272.167 -62.607 -1.209 -0.301 2.095 -34.939
-272.167 -53.199 1.209 0.301 1.443 21.171
1543 Dis. Grav. -1.463 -56.007 -2.403 0.255 1.345 -39.267
Monday, February 14, 2011 Page 49
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
2.256 60.052 2.403 -0.255 1.777 -36.129
1544 Dis. Grav. 7.976 -54.048 -5.768 3.308 2.730 -38.142
-7.182 58.093 5.768 -3.308 4.764 -34.708
1545 Dis. Grav. 19462.111 59.477 -69.895 6.271 50.529 -87.101
-19455.704 -26.799 69.895 -6.271 40.283 143.149
1546 Dis. Grav. 279.650 -58.491 -0.749 -0.270 1.233 -27.723
-279.650 -57.150 0.749 0.270 0.955 25.763
1547 Dis. Grav. 280.085 -57.690 -1.437 -0.251 2.233 -26.410
-280.085 -58.059 1.437 0.251 1.971 26.950
1548 Dis. Grav. 274.393 -52.570 -0.993 -0.188 1.338 -21.209
-274.393 -63.232 0.993 0.188 1.567 36.810
1549 Dis. Grav. 12294.818 -56.719 168.366 -3.135 -94.647 -46.707
-12291.614 73.058 -168.366 3.135 -14.730 4.552
1550 Dis. Grav. 1.580 -56.101 -3.268 0.324 2.115 -38.691
-0.787 60.146 3.268 -0.324 2.131 -36.827
1551 Dis. Grav. 5.234 -53.357 -5.228 3.470 2.655 -36.900
-4.441 57.402 5.228 -3.470 4.137 -35.054
1552 Dis. Grav. 12406.804 -15.161 -84.464 9.670 50.758 -29.535
-12401.854 40.406 84.464 -9.670 34.023 1.647
1553 Dis. Grav. 330.852 -62.652 -1.844 -0.359 3.019 -34.871
-330.852 -53.154 1.844 0.359 2.379 20.973
1554 Dis. Grav. 335.861 -58.553 -0.870 -0.297 1.402 -27.846
-335.861 -57.088 0.870 0.297 1.139 25.706
1555 Dis. Grav. 334.992 -57.590 -1.618 -0.298 2.470 -26.330
-334.992 -58.159 1.618 0.298 2.263 27.163
1556 Dis. Grav. 329.412 -52.422 -0.595 -0.146 0.718 -21.119
-329.412 -63.379 0.595 0.146 1.024 37.151
1557 Dis. Grav. 5.369 -54.110 -3.806 0.088 2.688 -36.227
-4.575 58.155 3.806 -0.088 2.257 -36.705
1558 Dis. Grav. 0.650 -56.054 -5.535 3.551 3.211 -37.777
0.143 60.099 5.535 -3.551 3.981 -37.681
1559 Dis. Grav. 1466.875 -64.190 -120.106 16.612 99.558 5.923
-1463.382 82.003 120.106 -16.612 -14.495 -57.692
1560 Dis. Grav. 260.828 -62.390 -1.912 -0.282 3.128 -34.387
-260.828 -53.416 1.912 0.282 2.467 21.257
1561 Dis. Grav. 262.663 -58.255 -0.490 -0.229 0.783 -27.714
-262.663 -57.386 0.490 0.229 0.650 26.446
1562 Dis. Grav. 258.414 -58.330 -1.003 -0.108 1.618 -27.277
-258.414 -57.420 1.003 0.108 1.314 25.946
1563 Dis. Grav. 248.295 -51.571 0.164 -0.383 -0.348 -19.933
-248.295 -64.231 -0.164 0.383 -0.132 38.457
1564 Dis. Grav. 3832.101 -4.694 66.934 -2.532 -19.060 -16.183
-3827.296 29.203 -66.934 2.532 -46.165 -0.333
1565 Dis. Grav. 6.749 -68.798 -4.469 0.625 2.822 -45.848
-5.956 72.843 4.469 -0.625 2.984 -46.167
1566 Dis. Grav. -2.919 -38.485 -8.165 5.698 5.173 -25.363
3.712 42.530 8.165 -5.698 5.436 -27.267
1567 Dis. Grav. 132.075 -63.044 -1.466 0.187 2.265 -36.088
-132.075 -52.762 1.466 -0.187 2.026 21.044
1568 Dis. Grav. 131.295 -59.758 -0.029 0.332 0.242 -28.511
-131.295 -55.883 0.029 -0.332 -0.158 22.849
1569 Dis. Grav. 126.888 -54.933 -1.446 -1.562 2.740 -20.764
-126.888 -60.851 1.446 1.562 1.491 29.421
1645 Dis. Grav. -893.856 14.006 -23.827 1.483 12.614 -0.520
896.992 33.036 23.827 -1.483 15.832 -10.839
1646 Dis. Grav. 117.084 40.835 5.246 0.092 -2.771 19.439
-117.084 30.603 -5.246 -0.092 -6.698 -10.203
1647 Dis. Grav. 32.634 -53.885 0.213 -2.692 0.839 -37.583
-31.841 57.930 -0.213 2.692 -1.115 -35.056
1648 Dis. Grav. 33.371 -54.711 -0.938 -3.344 1.159 -38.035
-32.578 58.756 0.938 3.344 0.059 -35.677
1649 Dis. Grav. 33.084 -54.633 -0.091 -2.094 0.426 -37.371
-32.291 58.678 0.091 2.094 -0.308 -36.240
1650 Dis. Grav. -19.036 -54.683 -3.668 0.262 2.570 -37.759
19.830 58.728 3.668 -0.262 2.197 -35.917
1651 Dis. Grav. 19.821 -52.110 -6.173 3.148 3.384 -35.854
-19.027 56.155 6.173 -3.148 4.636 -34.479
1652 Dis. Grav. 4937.271 65.494 -33.010 -0.401 25.624 21.582
Monday, February 14, 2011 Page 50
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
-4934.966 -53.734 33.010 0.401 17.265 55.874
1653 Dis. Grav. -20.554 -63.354 -3.376 -0.389 2.008 -44.170
21.348 67.399 3.376 0.389 2.378 -40.773
1654 Dis. Grav. 17.819 63.762 5.323 3.916 -2.597 43.685
-17.026 -67.807 -5.323 -3.916 -4.319 41.787
1655 Dis. Grav. -4307.779 -36.568 -53.728 4.555 35.850 12.608
4309.572 45.715 53.728 -4.555 18.444 -54.183
1656 Dis. Grav. -11.815 -20.048 -1.155 2.810 0.378 -9.454
12.608 24.093 1.155 -2.810 1.122 -19.222
1657 Dis. Grav. 108.337 -63.034 0.958 -0.206 -1.416 -36.395
-108.337 -52.772 -0.958 0.206 -1.388 21.378
1658 Dis. Grav. 106.887 -58.131 -0.338 -0.229 0.634 -27.310
-106.887 -57.510 0.338 0.229 0.354 26.401
1659 Dis. Grav. 99.947 -57.336 -0.028 -0.180 0.110 -26.263
-99.947 -58.414 0.028 0.180 -0.029 27.840
1660 Dis. Grav. 88.903 -52.486 -0.570 -0.093 0.732 -21.514
-88.903 -63.316 0.570 0.093 0.937 37.359
1661 Dis. Grav. 158.199 -63.401 0.180 -0.132 -0.319 -37.246
-158.199 -52.405 -0.180 0.132 -0.207 21.155
1662 Dis. Grav. 157.802 -58.672 -0.490 0.136 0.780 -28.306
-157.802 -56.969 0.490 -0.136 0.651 25.819
1663 Dis. Grav. 153.512 -58.385 -0.074 0.245 0.361 -26.990
-153.512 -57.364 0.074 -0.245 -0.144 25.496
1664 Dis. Grav. 144.834 -50.933 -0.871 -0.141 1.305 -19.355
-144.834 -64.869 0.871 0.141 1.244 39.746
1665 Dis. Grav. 9.243 -64.178 0.367 -0.544 -0.644 -37.577
-9.243 -51.597 -0.367 0.544 -0.429 19.172
1666 Dis. Grav. 15.894 -56.274 -1.200 -0.701 2.053 -23.330
-15.894 -59.449 1.200 0.701 1.457 27.972
1673 Dis. Grav. 6132.439 -1069.179 25.624 -0.141 57.236 1686.034
-5787.909 1069.179 -25.624 0.141 -198.548 -7582.241
1674 Dis. Grav. 5795.440 1086.692 -3.328 -0.099 4.555 -1802.623
-5476.819 -1086.692 3.328 0.099 12.417 7344.749
1675 Dis. Grav. 4582.255 -728.267 11.598 -0.081 37.582 1294.143
-4211.572 728.267 -11.598 0.081 -106.399 -5615.191
1682 Dis. Grav. 13431.624 285.225 141.664 17.887 4.886 5.796
-13428.420 -268.886 -141.664 -17.887 -96.916 174.190
1683 Dis. Grav. 13349.371 -123.313 -164.060 15.315 101.447 -174.283
-13344.565 147.821 164.060 -15.315 58.423 42.178
Design Members
Design Member Label Members Section Material Fy Fu Fabricationkg/cm² kg/cm²
1 1 W12x30 A36/Grade 32 2249.056 3935.848 Hot Rolled
2 2 W12x30 A36/Grade 32 2249.056 3935.848 Hot Rolled
3 3 W12x30 A36/Grade 32 2249.056 3935.848 Hot Rolled
4 4 W12x30 A36/Grade 32 2249.056 3935.848 Hot Rolled
5 5 W12x30 A36/Grade 32 2249.056 3935.848 Hot Rolled
7 7 W12x30 A36/Grade 32 2249.056 3935.848 Hot Rolled
8 8 W12x30 A36/Grade 32 2249.056 3935.848 Hot Rolled
9 9 W12x30 A36/Grade 32 2249.056 3935.848 Hot Rolled
10 10 W12x30 A36/Grade 32 2249.056 3935.848 Hot Rolled
12 12 W12x30 A36/Grade 36 2530.188 4076.414 Hot Rolled
13 13 W12x30 A36/Grade 36 2530.188 4076.414 Hot Rolled
14 14 W12x30 A36/Grade 36 2530.188 4076.414 Hot Rolled
15 15 W12x30 A36/Grade 36 2530.188 4076.414 Hot Rolled
16 16 W12x30 A36/Grade 36 2530.188 4076.414 Hot Rolled
132 132 W12x30 A36/Grade 32 2249.056 3935.848 Hot Rolled
133 133 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
590 590 W12x30 A36/Grade 36 2530.188 4076.414 Hot Rolled
591 591 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
592 592 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
593 593 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
594 594 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
595 595 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
596 596 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
Monday, February 14, 2011 Page 51
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Design Members (Continued)
Design Member Label Members Section Material Fy Fu Fabricationkg/cm² kg/cm²
597 597 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
598 598 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
599 599 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
600 600 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
601 601 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
602 602 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
603 603 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
604 604 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
605 605 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
606 606 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
607 607 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
608 608 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
609 609 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
610 610 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
611 611 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
612 612 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
613 613 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
614 614 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
615 615 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
616 616 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
617 617 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
618 618 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
619 619 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
620 620 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
621 621 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
622 622 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
623 623 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
624 624 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
625 625 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
626 626 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
627 627 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
628 628 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
629 629 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
630 630 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
631 631 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
632 632 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
633 633 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
634 634 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
635 635 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
636 636 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
637 637 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
638 638 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
639 639 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
640 640 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
641 641 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
642 642 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
643 643 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
644 644 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
645 645 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
646 646 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
647 647 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
648 648 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
650 650 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
658 658 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
678 678 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
679 679 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
680 680 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
681 681 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
682 682 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
683 683 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
684 684 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
685 685 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
686 686 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
687 687 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
688 688 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
689 689 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
690 690 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
691 691 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
Monday, February 14, 2011 Page 52
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Design Members (Continued)
Design Member Label Members Section Material Fy Fu Fabricationkg/cm² kg/cm²
692 692 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
693 693 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
694 694 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
695 695 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
696 696 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
697 697 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
698 698 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
699 699 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
700 700 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
701 701 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
702 702 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
703 703 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
704 704 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
705 705 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
706 706 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
707 707 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
708 708 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
709 709 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
710 710 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
711 711 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
712 712 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
713 713 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
714 714 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
715 715 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
716 716 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
717 717 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
718 718 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
719 719 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
720 720 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
721 721 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
722 722 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
723 723 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
724 724 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
725 725 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
726 726 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
727 727 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
728 728 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
729 729 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
730 730 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
731 731 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
732 732 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
733 733 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
734 734 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
735 735 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
737 737 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
740 740 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
748 748 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
749 749 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
750 750 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
751 751 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
752 752 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
753 753 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
754 754 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
755 755 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
756 756 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
757 757 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
758 758 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
759 759 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
760 760 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
761 761 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
762 762 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
763 763 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
764 764 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
765 765 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
766 766 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
767 767 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
768 768 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
769 769 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
Monday, February 14, 2011 Page 53
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Design Members (Continued)
Design Member Label Members Section Material Fy Fu Fabricationkg/cm² kg/cm²
770 770 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
771 771 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
772 772 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
773 773 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
774 774 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
775 775 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
776 776 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
777 777 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
778 778 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
779 779 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
780 780 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
781 781 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
782 782 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
783 783 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
784 784 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
785 785 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
786 786 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
787 787 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
788 788 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
789 789 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
790 790 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
791 791 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
792 792 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
793 793 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
794 794 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
795 795 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
796 796 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
797 797 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
798 798 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
799 799 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
800 800 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
801 801 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
802 802 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
803 803 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
804 804 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
805 805 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
806 806 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
807 807 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
808 808 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
809 809 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
810 810 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
811 811 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
812 812 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
813 813 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
814 814 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
815 815 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
816 816 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
817 817 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
818 818 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
819 819 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
820 820 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
821 821 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
822 822 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
823 823 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
824 824 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
825 825 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
826 826 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
827 827 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
828 828 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
829 829 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
830 830 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
831 831 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
832 832 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
833 833 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
834 834 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
835 835 W12x30 A36/Grade 36 2530.188 4076.414 Hot Rolled
836 836 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
838 838 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
Monday, February 14, 2011 Page 54
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Design Members (Continued)
Design Member Label Members Section Material Fy Fu Fabricationkg/cm² kg/cm²
839 839 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
840 840 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
841 841 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
842 842 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
843 843 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
844 844 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
845 845 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
847 847 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
876 876 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
877 877 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
878 878 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
879 879 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
880 880 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
881 881 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
882 882 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
883 883 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
884 884 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
885 885 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
886 886 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
887 887 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
888 888 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
889 889 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
891 891 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
892 892 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
894 894 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
895 895 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
897 897 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
898 898 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
899 899 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
900 900 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
901 901 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
902 902 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
903 903 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1031 1031 W12x30 A36/Grade 36 2530.188 4076.414 Hot Rolled
1063 1063 W12x30 A36/Grade 36 2530.188 4076.414 Hot Rolled
1065 1065 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1066 1066 W12x30 A36/Grade 36 2530.188 4076.414 Hot Rolled
1067 1067 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1068 1068 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1070 1070 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1071 1071 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1072 1072 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1073 1073 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
1074 1074 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
1076 1076 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
1077 1077 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
1078 1078 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
1079 1079 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
1080 1080 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
1081 1081 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
1082 1082 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
1083 1083 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
1084 1084 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
1085 1085 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1087 1087 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1088 1088 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1089 1089 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1090 1090 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1091 1091 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1092 1092 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1093 1093 PTR 3x1/8" A36/Grade 36 2530.188 4076.414 Hot Rolled
1094 1094 PTR 3x1/8" A36/Grade 36 2530.188 4076.414 Hot Rolled
1095 1095 PTR 3x1/8" A36/Grade 36 2530.188 4076.414 Hot Rolled
1096 1096 PTR 3x1/8" A36/Grade 36 2530.188 4076.414 Hot Rolled
1097 1097 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
1098 1098 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
1099 1099 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
1100 1100 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
Monday, February 14, 2011 Page 55
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Design Members (Continued)
Design Member Label Members Section Material Fy Fu Fabricationkg/cm² kg/cm²
1101 1101 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
1102 1102 PTR2'' Cal. 11 A36/Grade 36 2530.188 4076.414 Hot Rolled
1103 1103 PTR 3x1/8" A36/Grade 36 2530.188 4076.414 Hot Rolled
1104 1104 PTR 3x1/8" A36/Grade 36 2530.188 4076.414 Hot Rolled
1105 1105 PTR 3x1/8" A36/Grade 36 2530.188 4076.414 Hot Rolled
1106 1106 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1107 1107 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1108 1108 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1109 1109 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1110 1110 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1111 1111 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1112 1112 PTR 3x1/8" A36/Grade 36 2530.188 4076.414 Hot Rolled
1113 1113 PTR 3x1/8" A36/Grade 36 2530.188 4076.414 Hot Rolled
1114 1114 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1116 1116 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1117 1117 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1118 1118 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1119 1119 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1120 1120 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1121 1121 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1122 1122 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1123 1123 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1124 1124 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1125 1125 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1126 1126 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1127 1127 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1128 1128 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1129 1129 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1130 1130 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1133 1133 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1134 1134 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1135 1135 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1136 1136 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1137 1137 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1138 1138 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1139 1139 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1140 1140 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1141 1141 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1142 1142 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1143 1143 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1144 1144 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1145 1145 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1146 1146 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1147 1147 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1148 1148 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1149 1149 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1150 1150 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1151 1151 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1152 1152 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1153 1153 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1156 1156 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1157 1157 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1158 1158 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1159 1159 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1160 1160 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1161 1161 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1162 1162 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1163 1163 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1164 1164 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1165 1165 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1171 1171 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1172 1172 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1173 1173 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1175 1175 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1177 1177 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1178 1178 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1179 1179 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1180 1180 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
Monday, February 14, 2011 Page 56
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Design Members (Continued)
Design Member Label Members Section Material Fy Fu Fabricationkg/cm² kg/cm²
1181 1181 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1184 1184 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1185 1185 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1186 1186 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1187 1187 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1188 1188 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1189 1189 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1190 1190 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1191 1191 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1192 1192 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1193 1193 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1194 1194 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1195 1195 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1196 1196 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1197 1197 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1198 1198 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1199 1199 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1200 1200 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1201 1201 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1202 1202 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1225 1225 PTR 1'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1272 1272 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1279 1279 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1299 1299 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1306 1306 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1313 1313 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1320 1320 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1400 1400 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1401 1401 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1402 1402 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1403 1403 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1404 1404 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1405 1405 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1407 1407 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1408 1408 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1409 1409 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1410 1410 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1411 1411 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1412 1412 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1413 1413 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1414 1414 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1416 1416 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1417 1417 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1418 1418 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1419 1419 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1420 1420 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1421 1421 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1422 1422 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1424 1424 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1425 1425 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1426 1426 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1427 1427 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1428 1428 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1429 1429 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1430 1430 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1431 1431 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1432 1432 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1433 1433 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1434 1434 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1435 1435 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1436 1436 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1438 1438 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1439 1439 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1445 1445 Rec 50x40 A36/Grade 32 2249.056 3935.848 Hot Rolled
1446 1446 Rec 50x40 A36/Grade 32 2249.056 3935.848 Hot Rolled
1447 1447 Rec 50x40 A36/Grade 32 2249.056 3935.848 Hot Rolled
1448 1448 Rec 50x40 A36/Grade 32 2249.056 3935.848 Hot Rolled
1449 1449 Rec 50x40 A36/Grade 32 2249.056 3935.848 Hot Rolled
Monday, February 14, 2011 Page 57
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Design Members (Continued)
Design Member Label Members Section Material Fy Fu Fabricationkg/cm² kg/cm²
1450 1450 Rec 50x40 A36/Grade 32 2249.056 3935.848 Hot Rolled
1451 1451 Rec 50x40 A36/Grade 32 2249.056 3935.848 Hot Rolled
1452 1452 Rec 50x40 A36/Grade 32 2249.056 3935.848 Hot Rolled
1453 1453 Rec 50x40 A36/Grade 32 2249.056 3935.848 Hot Rolled
1454 1454 Rec 50x40 A36/Grade 32 2249.056 3935.848 Hot Rolled
1460 1460 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1461 1461 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1462 1462 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1463 1463 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1541 1541 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1542 1542 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1543 1543 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1544 1544 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1545 1545 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1546 1546 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1547 1547 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1548 1548 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1549 1549 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1550 1550 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1551 1551 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1552 1552 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1553 1553 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1554 1554 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1555 1555 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1556 1556 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1557 1557 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1558 1558 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1559 1559 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1560 1560 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1561 1561 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1562 1562 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1563 1563 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1564 1564 PTR 3x1/4" A36/Grade 36 2530.188 4076.414 Hot Rolled
1565 1565 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1566 1566 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1567 1567 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1568 1568 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1569 1569 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1645 1645 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1646 1646 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1647 1647 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1648 1648 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1649 1649 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1650 1650 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1651 1651 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1652 1652 PTR 3x1/8" A36/Grade 36 2530.188 4076.414 Hot Rolled
1653 1653 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1654 1654 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1655 1655 PTR 3x1/8" A36/Grade 36 2530.188 4076.414 Hot Rolled
1656 1656 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1657 1657 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1658 1658 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1659 1659 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1660 1660 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1661 1661 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1662 1662 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1663 1663 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1664 1664 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1665 1665 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1666 1666 PTR 1.5'' Cal. 14 A36/Grade 36 2530.188 4076.414 Hot Rolled
1673 1673 W12x30 A36/Grade 32 2249.056 3935.848 Hot Rolled
1674 1674 W12x30 A36/Grade 32 2249.056 3935.848 Hot Rolled
1675 1675 W12x30 A36/Grade 32 2249.056 3935.848 Hot Rolled
1682 1682 PTR 3x1/4" A36/Grade 32 2249.056 3935.848 Hot Rolled
1683 1683 PTR 3x1/4" A36/Grade 32 2249.056 3935.848 Hot Rolled
Monday, February 14, 2011 Page 58
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Design Data - LRFD
Design Label Length Stiffner Flange Web U Kx Ky Lcx LcySpacing Holes Holes
Member cm cm cm cm cm cm1 1020.000 0.000 0.000 0.000 1.000 1.000 1.000 1020.000 1020.000
2 1020.000 0.000 0.000 0.000 1.000 1.000 1.000 1020.000 1020.000
3 1020.000 0.000 0.000 0.000 1.000 1.000 1.000 1020.000 1020.000
4 510.000 0.000 0.000 0.000 1.000 1.000 1.000 510.000 510.000
5 1020.000 0.000 0.000 0.000 1.000 1.000 1.000 1020.000 1020.000
7 1270.000 0.000 0.000 0.000 1.000 1.000 1.000 1270.000 1270.000
8 593.333 0.000 0.000 0.000 1.000 1.000 1.000 593.333 593.333
9 1196.471 0.000 0.000 0.000 1.000 1.000 1.000 1196.471 1196.471
10 1020.000 0.000 0.000 0.000 1.000 1.000 1.000 1020.000 1020.000
12 80.000 0.000 0.000 0.000 1.000 1.000 1.000 80.000 80.000
13 80.000 0.000 0.000 0.000 1.000 1.000 1.000 80.000 80.000
14 80.000 0.000 0.000 0.000 1.000 1.000 1.000 80.000 80.000
15 80.000 0.000 0.000 0.000 1.000 1.000 1.000 80.000 80.000
16 80.000 0.000 0.000 0.000 1.000 1.000 1.000 80.000 80.000
132 551.471 0.000 0.000 0.000 1.000 1.000 1.000 551.471 551.471
133 155.860 0.000 0.000 0.000 1.000 1.000 1.000 155.860 155.860
590 80.000 0.000 0.000 0.000 1.000 1.000 1.000 80.000 80.000
591 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
592 83.571 0.000 0.000 0.000 1.000 1.000 1.000 83.571 83.571
593 125.500 0.000 0.000 0.000 1.000 1.000 1.000 125.500 125.500
594 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
595 83.440 0.000 0.000 0.000 1.000 1.000 1.000 83.440 83.440
596 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
597 41.654 0.000 0.000 0.000 1.000 1.000 1.000 41.654 41.654
598 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
599 83.572 0.000 0.000 0.000 1.000 1.000 1.000 83.572 83.572
600 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
601 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
602 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
603 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
604 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
605 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
606 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
607 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
608 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
609 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
610 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
611 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
612 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
613 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
614 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
615 167.142 0.000 0.000 0.000 1.000 1.000 1.000 167.142 167.142
616 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
617 167.142 0.000 0.000 0.000 1.000 1.000 1.000 167.142 167.142
618 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
619 167.142 0.000 0.000 0.000 1.000 1.000 1.000 167.142 167.142
620 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
621 83.571 0.000 0.000 0.000 1.000 1.000 1.000 83.571 83.571
622 125.500 0.000 0.000 0.000 1.000 1.000 1.000 125.500 125.500
623 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
624 83.440 0.000 0.000 0.000 1.000 1.000 1.000 83.440 83.440
625 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
626 41.654 0.000 0.000 0.000 1.000 1.000 1.000 41.654 41.654
627 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
628 83.571 0.000 0.000 0.000 1.000 1.000 1.000 83.571 83.571
629 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
630 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
631 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
632 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
633 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
634 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
635 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
636 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
637 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
638 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
639 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
640 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
641 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
Monday, February 14, 2011 Page 59
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Design Label Length Stiffner Flange Web U Kx Ky Lcx LcySpacing Holes Holes
Member cm cm cm cm cm cm642 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
643 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
644 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
645 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
646 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
647 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
648 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
650 83.571 0.000 0.000 0.000 1.000 1.000 1.000 83.571 83.571
658 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
678 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
679 83.571 0.000 0.000 0.000 1.000 1.000 1.000 83.571 83.571
680 125.500 0.000 0.000 0.000 1.000 1.000 1.000 125.500 125.500
681 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
682 83.440 0.000 0.000 0.000 1.000 1.000 1.000 83.440 83.440
683 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
684 41.654 0.000 0.000 0.000 1.000 1.000 1.000 41.654 41.654
685 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
686 83.572 0.000 0.000 0.000 1.000 1.000 1.000 83.572 83.572
687 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
688 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
689 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
690 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
691 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
692 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
693 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
694 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
695 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
696 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
697 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
698 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
699 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
700 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
701 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
702 167.142 0.000 0.000 0.000 1.000 1.000 1.000 167.142 167.142
703 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
704 167.142 0.000 0.000 0.000 1.000 1.000 1.000 167.142 167.142
705 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
706 167.142 0.000 0.000 0.000 1.000 1.000 1.000 167.142 167.142
707 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
708 83.571 0.000 0.000 0.000 1.000 1.000 1.000 83.571 83.571
709 125.500 0.000 0.000 0.000 1.000 1.000 1.000 125.500 125.500
710 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
711 83.440 0.000 0.000 0.000 1.000 1.000 1.000 83.440 83.440
712 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
713 41.654 0.000 0.000 0.000 1.000 1.000 1.000 41.654 41.654
714 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
715 83.571 0.000 0.000 0.000 1.000 1.000 1.000 83.571 83.571
716 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
717 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
718 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
719 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
720 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
721 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
722 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
723 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
724 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
725 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
726 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
727 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
728 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
729 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
730 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
731 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
732 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
733 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
734 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
735 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
737 83.571 0.000 0.000 0.000 1.000 1.000 1.000 83.571 83.571
740 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
Monday, February 14, 2011 Page 60
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Design Label Length Stiffner Flange Web U Kx Ky Lcx LcySpacing Holes Holes
Member cm cm cm cm cm cm748 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
749 83.571 0.000 0.000 0.000 1.000 1.000 1.000 83.571 83.571
750 125.500 0.000 0.000 0.000 1.000 1.000 1.000 125.500 125.500
751 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
752 83.440 0.000 0.000 0.000 1.000 1.000 1.000 83.440 83.440
753 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
754 41.654 0.000 0.000 0.000 1.000 1.000 1.000 41.654 41.654
755 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
756 83.572 0.000 0.000 0.000 1.000 1.000 1.000 83.572 83.572
757 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
758 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
759 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
760 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
761 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
762 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
763 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
764 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
765 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
766 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
767 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
768 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
769 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
770 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
771 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
772 167.142 0.000 0.000 0.000 1.000 1.000 1.000 167.142 167.142
773 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
774 167.142 0.000 0.000 0.000 1.000 1.000 1.000 167.142 167.142
775 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
776 167.142 0.000 0.000 0.000 1.000 1.000 1.000 167.142 167.142
777 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
778 83.571 0.000 0.000 0.000 1.000 1.000 1.000 83.571 83.571
779 125.500 0.000 0.000 0.000 1.000 1.000 1.000 125.500 125.500
780 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
781 83.440 0.000 0.000 0.000 1.000 1.000 1.000 83.440 83.440
782 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
783 41.654 0.000 0.000 0.000 1.000 1.000 1.000 41.654 41.654
784 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
785 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
786 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
787 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
788 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
789 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
790 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
791 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
792 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
793 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
794 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
795 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
796 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
797 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
798 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
799 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
800 17.810 0.000 0.000 0.000 1.000 1.000 1.000 17.810 17.810
801 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
802 83.571 0.000 0.000 0.000 1.000 1.000 1.000 83.571 83.571
803 125.500 0.000 0.000 0.000 1.000 1.000 1.000 125.500 125.500
804 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
805 83.440 0.000 0.000 0.000 1.000 1.000 1.000 83.440 83.440
806 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
807 41.654 0.000 0.000 0.000 1.000 1.000 1.000 41.654 41.654
808 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
809 83.572 0.000 0.000 0.000 1.000 1.000 1.000 83.572 83.572
810 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
811 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
812 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
813 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
814 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
815 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
816 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
Monday, February 14, 2011 Page 61
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Design Label Length Stiffner Flange Web U Kx Ky Lcx LcySpacing Holes Holes
Member cm cm cm cm cm cm817 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
818 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
819 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
820 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
821 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
822 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
823 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
824 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
825 167.142 0.000 0.000 0.000 1.000 1.000 1.000 167.142 167.142
826 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
827 167.142 0.000 0.000 0.000 1.000 1.000 1.000 167.142 167.142
828 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
829 167.142 0.000 0.000 0.000 1.000 1.000 1.000 167.142 167.142
830 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
831 83.571 0.000 0.000 0.000 1.000 1.000 1.000 83.571 83.571
832 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
833 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
834 154.813 0.000 0.000 0.000 1.000 1.000 1.000 154.813 154.813
835 80.000 0.000 0.000 0.000 1.000 1.000 1.000 80.000 80.000
836 81.205 0.000 0.000 0.000 1.000 1.000 1.000 81.205 81.205
838 81.205 0.000 0.000 0.000 1.000 1.000 1.000 81.205 81.205
839 102.441 0.000 0.000 0.000 1.000 1.000 1.000 102.441 102.441
840 124.476 0.000 0.000 0.000 1.000 1.000 1.000 124.476 124.476
841 102.441 0.000 0.000 0.000 1.000 1.000 1.000 102.441 102.441
842 124.476 0.000 0.000 0.000 1.000 1.000 1.000 124.476 124.476
843 102.441 0.000 0.000 0.000 1.000 1.000 1.000 102.441 102.441
844 124.476 0.000 0.000 0.000 1.000 1.000 1.000 124.476 124.476
845 102.441 0.000 0.000 0.000 1.000 1.000 1.000 102.441 102.441
847 102.441 0.000 0.000 0.000 1.000 1.000 1.000 102.441 102.441
876 162.410 0.000 0.000 0.000 1.000 1.000 1.000 162.410 162.410
877 64.964 0.000 0.000 0.000 1.000 1.000 1.000 64.964 64.964
878 97.446 0.000 0.000 0.000 1.000 1.000 1.000 97.446 97.446
879 32.482 0.000 0.000 0.000 1.000 1.000 1.000 32.482 32.482
880 124.476 0.000 0.000 0.000 1.000 1.000 1.000 124.476 124.476
881 102.441 0.000 0.000 0.000 1.000 1.000 1.000 102.441 102.441
882 124.476 0.000 0.000 0.000 1.000 1.000 1.000 124.476 124.476
883 102.441 0.000 0.000 0.000 1.000 1.000 1.000 102.441 102.441
884 124.476 0.000 0.000 0.000 1.000 1.000 1.000 124.476 124.476
885 102.441 0.000 0.000 0.000 1.000 1.000 1.000 102.441 102.441
886 124.476 0.000 0.000 0.000 1.000 1.000 1.000 124.476 124.476
887 97.446 0.000 0.000 0.000 1.000 1.000 1.000 97.446 97.446
888 64.964 0.000 0.000 0.000 1.000 1.000 1.000 64.964 64.964
889 16.241 0.000 0.000 0.000 1.000 1.000 1.000 16.241 16.241
891 146.169 0.000 0.000 0.000 1.000 1.000 1.000 146.169 146.169
892 32.482 0.000 0.000 0.000 1.000 1.000 1.000 32.482 32.482
894 48.723 0.000 0.000 0.000 1.000 1.000 1.000 48.723 48.723
895 113.687 0.000 0.000 0.000 1.000 1.000 1.000 113.687 113.687
897 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
898 32.482 0.000 0.000 0.000 1.000 1.000 1.000 32.482 32.482
899 48.723 0.000 0.000 0.000 1.000 1.000 1.000 48.723 48.723
900 113.687 0.000 0.000 0.000 1.000 1.000 1.000 113.687 113.687
901 146.169 0.000 0.000 0.000 1.000 1.000 1.000 146.169 146.169
902 16.241 0.000 0.000 0.000 1.000 1.000 1.000 16.241 16.241
903 162.410 0.000 0.000 0.000 1.000 1.000 1.000 162.410 162.410
1031 80.000 0.000 0.000 0.000 1.000 1.000 1.000 80.000 80.000
1063 80.000 0.000 0.000 0.000 1.000 1.000 1.000 80.000 80.000
1065 77.974 0.000 0.000 0.000 1.000 1.000 1.000 77.974 77.974
1066 80.000 0.000 0.000 0.000 1.000 1.000 1.000 80.000 80.000
1067 77.930 0.000 0.000 0.000 1.000 1.000 1.000 77.930 77.930
1068 72.352 0.000 0.000 0.000 1.000 1.000 1.000 72.352 72.352
1070 44.328 0.000 0.000 0.000 1.000 1.000 1.000 44.328 44.328
1071 14.776 0.000 0.000 0.000 1.000 1.000 1.000 14.776 14.776
1072 72.352 0.000 0.000 0.000 1.000 1.000 1.000 72.352 72.352
1073 96.992 0.000 0.000 0.000 1.000 1.000 1.000 96.992 96.992
1074 117.738 0.000 0.000 0.000 1.000 1.000 1.000 117.738 117.738
1076 117.738 0.000 0.000 0.000 1.000 1.000 1.000 117.738 117.738
1077 96.992 0.000 0.000 0.000 1.000 1.000 1.000 96.992 96.992
1078 117.738 0.000 0.000 0.000 1.000 1.000 1.000 117.738 117.738
1079 96.992 0.000 0.000 0.000 1.000 1.000 1.000 96.992 96.992
Monday, February 14, 2011 Page 62
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Design Label Length Stiffner Flange Web U Kx Ky Lcx LcySpacing Holes Holes
Member cm cm cm cm cm cm1080 117.738 0.000 0.000 0.000 1.000 1.000 1.000 117.738 117.738
1081 96.992 0.000 0.000 0.000 1.000 1.000 1.000 96.992 96.992
1082 117.738 0.000 0.000 0.000 1.000 1.000 1.000 117.738 117.738
1083 96.992 0.000 0.000 0.000 1.000 1.000 1.000 96.992 96.992
1084 117.738 0.000 0.000 0.000 1.000 1.000 1.000 117.738 117.738
1085 16.305 0.000 0.000 0.000 1.000 1.000 1.000 16.305 16.305
1087 131.456 0.000 0.000 0.000 1.000 1.000 1.000 131.456 131.456
1088 13.248 0.000 0.000 0.000 1.000 1.000 1.000 13.248 13.248
1089 144.704 0.000 0.000 0.000 1.000 1.000 1.000 144.704 144.704
1090 101.904 0.000 0.000 0.000 1.000 1.000 1.000 101.904 101.904
1091 42.800 0.000 0.000 0.000 1.000 1.000 1.000 42.800 42.800
1092 144.704 0.000 0.000 0.000 1.000 1.000 1.000 144.704 144.704
1093 43.309 0.000 0.000 0.000 1.000 1.000 1.000 43.309 43.309
1094 72.182 0.000 0.000 0.000 1.000 1.000 1.000 72.182 72.182
1095 14.436 0.000 0.000 0.000 1.000 1.000 1.000 14.436 14.436
1096 72.182 0.000 0.000 0.000 1.000 1.000 1.000 72.182 72.182
1097 96.892 0.000 0.000 0.000 1.000 1.000 1.000 96.892 96.892
1098 117.612 0.000 0.000 0.000 1.000 1.000 1.000 117.612 117.612
1099 96.892 0.000 0.000 0.000 1.000 1.000 1.000 96.892 96.892
1100 117.612 0.000 0.000 0.000 1.000 1.000 1.000 117.612 117.612
1101 96.892 0.000 0.000 0.000 1.000 1.000 1.000 96.892 96.892
1102 117.612 0.000 0.000 0.000 1.000 1.000 1.000 117.612 117.612
1103 101.055 0.000 0.000 0.000 1.000 1.000 1.000 101.055 101.055
1104 43.309 0.000 0.000 0.000 1.000 1.000 1.000 43.309 43.309
1105 144.364 0.000 0.000 0.000 1.000 1.000 1.000 144.364 144.364
1106 88.657 0.000 0.000 0.000 1.000 1.000 1.000 88.657 88.657
1107 56.047 0.000 0.000 0.000 1.000 1.000 1.000 56.047 56.047
1108 59.104 0.000 0.000 0.000 1.000 1.000 1.000 59.104 59.104
1109 85.600 0.000 0.000 0.000 1.000 1.000 1.000 85.600 85.600
1110 29.552 0.000 0.000 0.000 1.000 1.000 1.000 29.552 29.552
1111 115.152 0.000 0.000 0.000 1.000 1.000 1.000 115.152 115.152
1112 28.873 0.000 0.000 0.000 1.000 1.000 1.000 28.873 28.873
1113 115.491 0.000 0.000 0.000 1.000 1.000 1.000 115.491 115.491
1114 155.860 0.000 0.000 0.000 1.000 1.000 1.000 155.860 155.860
1116 155.860 0.000 0.000 0.000 1.000 1.000 1.000 155.860 155.860
1117 155.860 0.000 0.000 0.000 1.000 1.000 1.000 155.860 155.860
1118 155.860 0.000 0.000 0.000 1.000 1.000 1.000 155.860 155.860
1119 36.478 0.000 0.000 0.000 1.000 1.000 1.000 36.478 36.478
1120 77.930 0.000 0.000 0.000 1.000 1.000 1.000 77.930 77.930
1121 115.336 0.000 0.000 0.000 1.000 1.000 1.000 115.336 115.336
1122 107.906 0.000 0.000 0.000 1.000 1.000 1.000 107.906 107.906
1123 115.336 0.000 0.000 0.000 1.000 1.000 1.000 115.336 115.336
1124 107.906 0.000 0.000 0.000 1.000 1.000 1.000 107.906 107.906
1125 115.336 0.000 0.000 0.000 1.000 1.000 1.000 115.336 115.336
1126 107.906 0.000 0.000 0.000 1.000 1.000 1.000 107.906 107.906
1127 115.336 0.000 0.000 0.000 1.000 1.000 1.000 115.336 115.336
1128 107.906 0.000 0.000 0.000 1.000 1.000 1.000 107.906 107.906
1129 115.336 0.000 0.000 0.000 1.000 1.000 1.000 115.336 115.336
1130 107.906 0.000 0.000 0.000 1.000 1.000 1.000 107.906 107.906
1133 115.336 0.000 0.000 0.000 1.000 1.000 1.000 115.336 115.336
1134 107.906 0.000 0.000 0.000 1.000 1.000 1.000 107.906 107.906
1135 115.337 0.000 0.000 0.000 1.000 1.000 1.000 115.337 115.337
1136 107.906 0.000 0.000 0.000 1.000 1.000 1.000 107.906 107.906
1137 155.860 0.000 0.000 0.000 1.000 1.000 1.000 155.860 155.860
1138 155.860 0.000 0.000 0.000 1.000 1.000 1.000 155.860 155.860
1139 27.635 0.000 0.000 0.000 1.000 1.000 1.000 27.635 27.635
1140 128.225 0.000 0.000 0.000 1.000 1.000 1.000 128.225 128.225
1141 50.295 0.000 0.000 0.000 1.000 1.000 1.000 50.295 50.295
1142 155.860 0.000 0.000 0.000 1.000 1.000 1.000 155.860 155.860
1143 155.860 0.000 0.000 0.000 1.000 1.000 1.000 155.860 155.860
1144 155.860 0.000 0.000 0.000 1.000 1.000 1.000 155.860 155.860
1145 155.860 0.000 0.000 0.000 1.000 1.000 1.000 155.860 155.860
1146 105.565 0.000 0.000 0.000 1.000 1.000 1.000 105.565 105.565
1147 71.241 0.000 0.000 0.000 1.000 1.000 1.000 71.241 71.241
1148 107.123 0.000 0.000 0.000 1.000 1.000 1.000 107.123 107.123
1149 156.037 0.000 0.000 0.000 1.000 1.000 1.000 156.037 156.037
1150 78.018 0.000 0.000 0.000 1.000 1.000 1.000 78.018 78.018
1151 156.037 0.000 0.000 0.000 1.000 1.000 1.000 156.037 156.037
1152 156.037 0.000 0.000 0.000 1.000 1.000 1.000 156.037 156.037
Monday, February 14, 2011 Page 63
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Design Label Length Stiffner Flange Web U Kx Ky Lcx LcySpacing Holes Holes
Member cm cm cm cm cm cm1153 156.037 0.000 0.000 0.000 1.000 1.000 1.000 156.037 156.037
1156 156.037 0.000 0.000 0.000 1.000 1.000 1.000 156.037 156.037
1157 78.018 0.000 0.000 0.000 1.000 1.000 1.000 78.018 78.018
1158 115.430 0.000 0.000 0.000 1.000 1.000 1.000 115.430 115.430
1159 107.933 0.000 0.000 0.000 1.000 1.000 1.000 107.933 107.933
1160 115.430 0.000 0.000 0.000 1.000 1.000 1.000 115.430 115.430
1161 107.933 0.000 0.000 0.000 1.000 1.000 1.000 107.933 107.933
1162 115.430 0.000 0.000 0.000 1.000 1.000 1.000 115.430 115.430
1163 107.933 0.000 0.000 0.000 1.000 1.000 1.000 107.933 107.933
1164 115.430 0.000 0.000 0.000 1.000 1.000 1.000 115.430 115.430
1165 107.933 0.000 0.000 0.000 1.000 1.000 1.000 107.933 107.933
1171 107.933 0.000 0.000 0.000 1.000 1.000 1.000 107.933 107.933
1172 115.430 0.000 0.000 0.000 1.000 1.000 1.000 115.430 115.430
1173 107.933 0.000 0.000 0.000 1.000 1.000 1.000 107.933 107.933
1175 98.300 0.000 0.000 0.000 1.000 1.000 1.000 98.300 98.300
1177 20.281 0.000 0.000 0.000 1.000 1.000 1.000 20.281 20.281
1178 156.037 0.000 0.000 0.000 1.000 1.000 1.000 156.037 156.037
1179 14.434 0.000 0.000 0.000 1.000 1.000 1.000 14.434 14.434
1180 141.602 0.000 0.000 0.000 1.000 1.000 1.000 141.602 141.602
1181 156.037 0.000 0.000 0.000 1.000 1.000 1.000 156.037 156.037
1184 156.037 0.000 0.000 0.000 1.000 1.000 1.000 156.037 156.037
1185 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
1186 125.500 0.000 0.000 0.000 1.000 1.000 1.000 125.500 125.500
1187 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
1188 83.440 0.000 0.000 0.000 1.000 1.000 1.000 83.440 83.440
1189 36.748 0.000 0.000 0.000 1.000 1.000 1.000 36.748 36.748
1190 83.571 0.000 0.000 0.000 1.000 1.000 1.000 83.571 83.571
1191 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
1192 167.142 0.000 0.000 0.000 1.000 1.000 1.000 167.142 167.142
1193 167.143 0.000 0.000 0.000 1.000 1.000 1.000 167.143 167.143
1194 120.319 0.000 0.000 0.000 1.000 1.000 1.000 120.319 120.319
1195 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
1196 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
1197 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
1198 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
1199 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
1200 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
1201 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
1202 115.690 0.000 0.000 0.000 1.000 1.000 1.000 115.690 115.690
1225 107.920 0.000 0.000 0.000 1.000 1.000 1.000 107.920 107.920
1272 41.643 0.000 0.000 0.000 1.000 1.000 1.000 41.643 41.643
1279 83.703 0.000 0.000 0.000 1.000 1.000 1.000 83.703 83.703
1299 125.489 0.000 0.000 0.000 1.000 1.000 1.000 125.489 125.489
1306 41.643 0.000 0.000 0.000 1.000 1.000 1.000 41.643 41.643
1313 83.703 0.000 0.000 0.000 1.000 1.000 1.000 83.703 83.703
1320 125.489 0.000 0.000 0.000 1.000 1.000 1.000 125.489 125.489
1400 41.643 0.000 0.000 0.000 1.000 1.000 1.000 41.643 41.643
1401 41.643 0.000 0.000 0.000 1.000 1.000 1.000 41.643 41.643
1402 41.643 0.000 0.000 0.000 1.000 1.000 1.000 41.643 41.643
1403 41.643 0.000 0.000 0.000 1.000 1.000 1.000 41.643 41.643
1404 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1405 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1407 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1408 152.092 0.000 0.000 0.000 1.000 1.000 1.000 152.092 152.092
1409 83.703 0.000 0.000 0.000 1.000 1.000 1.000 83.703 83.703
1410 83.703 0.000 0.000 0.000 1.000 1.000 1.000 83.703 83.703
1411 83.703 0.000 0.000 0.000 1.000 1.000 1.000 83.703 83.703
1412 83.703 0.000 0.000 0.000 1.000 1.000 1.000 83.703 83.703
1413 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1414 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1416 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1417 44.329 0.000 0.000 0.000 1.000 1.000 1.000 44.329 44.329
1418 125.489 0.000 0.000 0.000 1.000 1.000 1.000 125.489 125.489
1419 125.489 0.000 0.000 0.000 1.000 1.000 1.000 125.489 125.489
1420 125.489 0.000 0.000 0.000 1.000 1.000 1.000 125.489 125.489
1421 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1422 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1424 66.493 0.000 0.000 0.000 1.000 1.000 1.000 66.493 66.493
1425 41.643 0.000 0.000 0.000 1.000 1.000 1.000 41.643 41.643
Monday, February 14, 2011 Page 64
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Design Label Length Stiffner Flange Web U Kx Ky Lcx LcySpacing Holes Holes
Member cm cm cm cm cm cm1426 41.643 0.000 0.000 0.000 1.000 1.000 1.000 41.643 41.643
1427 83.703 0.000 0.000 0.000 1.000 1.000 1.000 83.703 83.703
1428 83.703 0.000 0.000 0.000 1.000 1.000 1.000 83.703 83.703
1429 59.727 0.000 0.000 0.000 1.000 1.000 1.000 59.727 59.727
1430 125.489 0.000 0.000 0.000 1.000 1.000 1.000 125.489 125.489
1431 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1432 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1433 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1434 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1435 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1436 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1438 1.019 0.000 0.000 0.000 1.000 1.000 1.000 1.019 1.019
1439 22.165 0.000 0.000 0.000 1.000 1.000 1.000 22.165 22.165
1445 120.000 0.000 0.000 0.000 1.000 1.000 1.000 120.000 120.000
1446 120.000 0.000 0.000 0.000 1.000 1.000 1.000 120.000 120.000
1447 120.000 0.000 0.000 0.000 1.000 1.000 1.000 120.000 120.000
1448 120.000 0.000 0.000 0.000 1.000 1.000 1.000 120.000 120.000
1449 120.000 0.000 0.000 0.000 1.000 1.000 1.000 120.000 120.000
1450 120.000 0.000 0.000 0.000 1.000 1.000 1.000 120.000 120.000
1451 120.000 0.000 0.000 0.000 1.000 1.000 1.000 120.000 120.000
1452 120.000 0.000 0.000 0.000 1.000 1.000 1.000 120.000 120.000
1453 120.000 0.000 0.000 0.000 1.000 1.000 1.000 120.000 120.000
1454 120.000 0.000 0.000 0.000 1.000 1.000 1.000 120.000 120.000
1460 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1461 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1462 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1463 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1541 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1542 292.643 0.000 0.000 0.000 1.000 1.000 1.000 292.643 292.643
1543 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1544 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1545 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1546 292.226 0.000 0.000 0.000 1.000 1.000 1.000 292.226 292.226
1547 292.500 0.000 0.000 0.000 1.000 1.000 1.000 292.500 292.500
1548 292.632 0.000 0.000 0.000 1.000 1.000 1.000 292.632 292.632
1549 64.964 0.000 0.000 0.000 1.000 1.000 1.000 64.964 64.964
1550 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1551 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1552 100.376 0.000 0.000 0.000 1.000 1.000 1.000 100.376 100.376
1553 292.643 0.000 0.000 0.000 1.000 1.000 1.000 292.643 292.643
1554 292.226 0.000 0.000 0.000 1.000 1.000 1.000 292.226 292.226
1555 292.500 0.000 0.000 0.000 1.000 1.000 1.000 292.500 292.500
1556 292.632 0.000 0.000 0.000 1.000 1.000 1.000 292.632 292.632
1557 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1558 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1559 70.823 0.000 0.000 0.000 1.000 1.000 1.000 70.823 70.823
1560 292.643 0.000 0.000 0.000 1.000 1.000 1.000 292.643 292.643
1561 292.226 0.000 0.000 0.000 1.000 1.000 1.000 292.226 292.226
1562 292.500 0.000 0.000 0.000 1.000 1.000 1.000 292.500 292.500
1563 292.632 0.000 0.000 0.000 1.000 1.000 1.000 292.632 292.632
1564 97.446 0.000 0.000 0.000 1.000 1.000 1.000 97.446 97.446
1565 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1566 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1567 292.643 0.000 0.000 0.000 1.000 1.000 1.000 292.643 292.643
1568 292.226 0.000 0.000 0.000 1.000 1.000 1.000 292.226 292.226
1569 292.587 0.000 0.000 0.000 1.000 1.000 1.000 292.587 292.587
1645 119.382 0.000 0.000 0.000 1.000 1.000 1.000 119.382 119.382
1646 180.523 0.000 0.000 0.000 1.000 1.000 1.000 180.523 180.523
1647 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1648 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1649 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1650 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1651 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1652 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1653 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1654 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1655 101.055 0.000 0.000 0.000 1.000 1.000 1.000 101.055 101.055
1656 129.928 0.000 0.000 0.000 1.000 1.000 1.000 129.928 129.928
1657 292.643 0.000 0.000 0.000 1.000 1.000 1.000 292.643 292.643
Monday, February 14, 2011 Page 65
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Design Label Length Stiffner Flange Web U Kx Ky Lcx LcySpacing Holes Holes
Member cm cm cm cm cm cm1658 292.226 0.000 0.000 0.000 1.000 1.000 1.000 292.226 292.226
1659 292.500 0.000 0.000 0.000 1.000 1.000 1.000 292.500 292.500
1660 292.632 0.000 0.000 0.000 1.000 1.000 1.000 292.632 292.632
1661 292.643 0.000 0.000 0.000 1.000 1.000 1.000 292.643 292.643
1662 292.226 0.000 0.000 0.000 1.000 1.000 1.000 292.226 292.226
1663 292.500 0.000 0.000 0.000 1.000 1.000 1.000 292.500 292.500
1664 292.632 0.000 0.000 0.000 1.000 1.000 1.000 292.632 292.632
1665 292.566 0.000 0.000 0.000 1.000 1.000 1.000 292.565 292.565
1666 292.433 0.000 0.000 0.000 1.000 1.000 1.000 292.433 292.433
1673 551.471 0.000 0.000 0.000 1.000 1.000 1.000 551.471 551.471
1674 510.000 0.000 0.000 0.000 1.000 1.000 1.000 510.000 510.000
1675 593.333 0.000 0.000 0.000 1.000 1.000 1.000 593.333 593.333
1682 64.964 0.000 0.000 0.000 1.000 1.000 1.000 64.964 64.964
1683 97.446 0.000 0.000 0.000 1.000 1.000 1.000 97.446 97.446
Monday, February 14, 2011 Page 66
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Professional Member(993) 3 55 16 39 y 3 55 09 07
INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.
www.indusgenesis.comMúsicos 601, Gaviotas Sur
86090 Villahermosa, Tabasco
IV. Diseño estructural
Analysis Settings
Load Case LC Type Analysis Options Settings
Dis. Grav. Static Linear
Dis. Viento X Static Linear
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'
kg kg kg kg-m kg-m kg-m
1445 Dis. Grav. 4469.117 -939.786 -7.554 -0.127 54.478 -4568.942
-3662.992 939.786 7.554 0.127 -45.413 3441.199
1445 Dis. Viento X -585.153 577.507 15.679 0.114 -93.242 2816.302
1218.536 -577.507 -15.679 -0.114 74.426 -2123.293
1446 Dis. Grav. 4637.560 931.994 -17.349 -0.188 91.277 4494.850
-3831.435 -931.994 17.349 0.188 -70.458 -3376.457
1446 Dis. Viento X -767.088 -567.633 17.795 0.187 -93.147 -2732.270
1400.472 567.633 -17.795 -0.187 71.793 2051.110
1447 Dis. Grav. 6920.185 1086.692 -3.328 -0.099 25.522 5043.534
-6114.060 -1086.692 3.328 0.099 -21.528 -3739.504
1447 Dis. Viento X -3455.382 -906.945 3.212 0.092 -24.725 -4202.580
4088.766 906.945 -3.212 -0.092 20.870 3114.246
1448 Dis. Grav. 5340.087 743.522 -5.545 -0.096 35.871 3292.176
-4533.963 -743.522 5.545 0.096 -29.217 -2399.949
1448 Dis. Viento X -2471.251 -700.244 5.366 0.086 -34.753 -3101.212
3104.635 700.244 -5.366 -0.086 28.313 2260.919
1449 Dis. Grav. 7283.093 -1069.179 25.624 -0.141 -114.824 -5493.188
-6476.968 1069.179 -25.624 0.141 84.075 4210.173
1449 Dis. Viento X -3675.383 892.102 -21.390 0.115 95.496 4589.393
4308.767 -892.102 21.390 -0.115 -69.827 -3518.871
1450 Dis. Grav. 2741.766 -13.725 -6.914 -0.106 250.901 -85.868
-1935.641 13.725 6.914 0.106 -242.604 69.399
1450 Dis. Viento X 256.875 10.891 -2.477 0.084 -176.254 68.017
376.509 -10.891 2.477 -0.084 179.226 -54.948
1451 Dis. Grav. 5759.063 -728.267 11.598 -0.081 -45.153 -3900.826
-4952.938 728.267 -11.598 0.081 31.235 3026.906
1451 Dis. Viento X -2721.032 683.507 -12.198 0.071 51.508 3660.911
3354.416 -683.507 12.198 -0.071 -36.870 -2840.703
1452 Dis. Grav. 5271.109 -351.204 5.688 0.035 -12.444 -1945.980
-4464.984 351.204 -5.688 -0.035 5.618 1524.536
1452 Dis. Viento X -2269.403 342.420 -7.031 -0.044 23.220 1899.156
2902.787 -342.420 7.031 0.044 -14.783 -1488.252
1453 Dis. Grav. 2400.431 -7.145 5.531 0.002 -16.032 -224.575
-1594.307 7.145 -5.531 -0.002 9.395 216.001
1453 Dis. Viento X 352.710 4.244 -6.882 -0.024 22.707 170.224
280.674 -4.244 6.882 0.024 -14.449 -165.131
1454 Dis. Grav. 4899.377 347.098 -7.751 -0.100 46.182 1322.719
-4093.252 -347.098 7.751 0.100 -36.881 -906.202
1454 Dis. Viento X -2149.264 -335.847 7.926 0.089 -46.693 -1275.777
2782.647 335.847 -7.926 -0.089 37.182 872.760
Saturday, February 12, 2011 Page 1
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
Programa BOWLES para diseñar zapatas aisladas de colindancia.Diseño por Factor de Carga y Resistencia (DFCR).
6000Capacidad de carga del suelo:
DISEÑO DE CIMENTACIONES
kg/m
1900Peso específico del suelo: kg/m
hL B
X
Z
Y
Mz= 114 kg-m
Mx= 5493 kg-m
40
120Profundidad dedesplante (Df)=
200Resistencia del concreto: kg/cm
4200Resistencia del acero: kg/cm
1.00Relación de longitudes (B/L):
3Calibre de las varillas de la zapata: #
3Recubrimiento: cm
Página 1
Fecha: Lunes, 14 de Febrero de 2011, 9:41:36 PMZapata Z-1Nombre de la zapata:
Pu= 5202 kg
50
(C) COPYRIGHT 16 de septiembre de 1997 V3.0Por Ing. Juan Aldasoro Robles
ALL RIGHTS RESERVED
DATOS PARA EL PROYECTO: G11-2-3069 Nave flowserver
2
2
2
3
Professional Member
RESULTADOS:
150Ancho de la zapata: cm
20Peralte interior de la zapata: cm
15Separación de la varillas longitu.: cm
15Separación de la varillas transv.: cm
10Peralte de la zapata en el borde: cm
Dado D-1Nombre de la columna:
Cumpliendo con las Normas Técnicas Complementarias para Diseñoy Construcción de Estructuras de Concreto del Distrito Federal.
INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.www.indusgenesis.com
50 100
150
50
10
10
20
Zapata Z-1Zapata de 1.50 x1.50 mAislada de Colindancia
Escala 1:10
Plantilla
Dado D-1
#3 @ 15
#3 @ 15
Nivel -1.20 Desplante
Página 2
Analysis Settings
Load Case LC Type Analysis Options Settings
Dis. Grav. Static Linear
Dis. Viento X Static Linear
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'
kg kg kg kg-m kg-m kg-m
1445 Dis. Grav. 4469.117 -939.786 -7.554 -0.127 54.478 -4568.942
-3662.992 939.786 7.554 0.127 -45.413 3441.199
1445 Dis. Viento X -585.153 577.507 15.679 0.114 -93.242 2816.302
1218.536 -577.507 -15.679 -0.114 74.426 -2123.293
1446 Dis. Grav. 4637.560 931.994 -17.349 -0.188 91.277 4494.850
-3831.435 -931.994 17.349 0.188 -70.458 -3376.457
1446 Dis. Viento X -767.088 -567.633 17.795 0.187 -93.147 -2732.270
1400.472 567.633 -17.795 -0.187 71.793 2051.110
1447 Dis. Grav. 6920.185 1086.692 -3.328 -0.099 25.522 5043.534
-6114.060 -1086.692 3.328 0.099 -21.528 -3739.504
1447 Dis. Viento X -3455.382 -906.945 3.212 0.092 -24.725 -4202.580
4088.766 906.945 -3.212 -0.092 20.870 3114.246
1448 Dis. Grav. 5340.087 743.522 -5.545 -0.096 35.871 3292.176
-4533.963 -743.522 5.545 0.096 -29.217 -2399.949
1448 Dis. Viento X -2471.251 -700.244 5.366 0.086 -34.753 -3101.212
3104.635 700.244 -5.366 -0.086 28.313 2260.919
1449 Dis. Grav. 7283.093 -1069.179 25.624 -0.141 -114.824 -5493.188
-6476.968 1069.179 -25.624 0.141 84.075 4210.173
1449 Dis. Viento X -3675.383 892.102 -21.390 0.115 95.496 4589.393
4308.767 -892.102 21.390 -0.115 -69.827 -3518.871
1450 Dis. Grav. 2741.766 -13.725 -6.914 -0.106 250.901 -85.868
-1935.641 13.725 6.914 0.106 -242.604 69.399
1450 Dis. Viento X 256.875 10.891 -2.477 0.084 -176.254 68.017
376.509 -10.891 2.477 -0.084 179.226 -54.948
1451 Dis. Grav. 5759.063 -728.267 11.598 -0.081 -45.153 -3900.826
-4952.938 728.267 -11.598 0.081 31.235 3026.906
1451 Dis. Viento X -2721.032 683.507 -12.198 0.071 51.508 3660.911
3354.416 -683.507 12.198 -0.071 -36.870 -2840.703
1452 Dis. Grav. 5271.109 -351.204 5.688 0.035 -12.444 -1945.980
-4464.984 351.204 -5.688 -0.035 5.618 1524.536
1452 Dis. Viento X -2269.403 342.420 -7.031 -0.044 23.220 1899.156
2902.787 -342.420 7.031 0.044 -14.783 -1488.252
1453 Dis. Grav. 2400.431 -7.145 5.531 0.002 -16.032 -224.575
-1594.307 7.145 -5.531 -0.002 9.395 216.001
1453 Dis. Viento X 352.710 4.244 -6.882 -0.024 22.707 170.224
280.674 -4.244 6.882 0.024 -14.449 -165.131
1454 Dis. Grav. 4899.377 347.098 -7.751 -0.100 46.182 1322.719
-4093.252 -347.098 7.751 0.100 -36.881 -906.202
1454 Dis. Viento X -2149.264 -335.847 7.926 0.089 -46.693 -1275.777
2782.647 335.847 -7.926 -0.089 37.182 872.760
Saturday, February 12, 2011 Page 1
Multiframe4D Version 11.06 G11-02-3069 Nave Flowserve
Multiframe Summary
DATOS GENERALESProyecto:
DISEÑO DE COLUMNAS DE CONCRETO
Nombre de la columna:Resistencia del concreto: kg/cmResistencia del acero: kg/cm
Ancho de la columna: cm
Marco dúctil: (SI o NO)
Recubrimiento: cmAltura libre de la columna: cmCalibre de los estribos:
Programa BRESLER para diseñar columnas de concretoreforzado por flexocompresión biaxial y cortante.
Cumpliendo con las Normas Técnicas Complementarias para Diseño yConstrucción de Estructuras de Concreto del Distrito Federal.
RESULTADOS GENERALES
Porcentaje de acero:Area de acero: cmResistencia última de la columna, Teoría de JAR: kg
Mom. últ. calculado en X: kg-m
Porcentaje de error:
Fecha:
Separación de los estribos: cm
#
(©) COPYRIGHT 15 de mayo de 1997 V4.0(©) COPYRIGHT 7 de sept. de 1998 V4.8
Por Ing. Juan Aldasoro RoblesALL RIGHTS RESERVED
Página 1
2
2
2
Mom. últ. calculado en Y: kg-m
RESULTADOSCIENTIFICOS
Angulo de inclinacióndel eje neutro:Profundidad del ejeneutro:
Fuerza cortante máxima perm.: kg
Tamaño de los agregados: cm
Mom. flexionante de diseño en X: kg-m
Fuerza cortante de diseño en X: kgMom. flexionante de diseño en Y: kg-m
Carga última de diseño: kg
Fuerza cortante de diseño en Y: kg
Peralte de la columna: cm
Resistencia última, Teoría de Boris Bresler: kgResistencia última, Teoría de JAR-Bresler: kg
°
cm
Porcentaje de acero mínimo:
Porcentaje de acero máximo:
Area de acero mínimo:
Area de acero máximo:
INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.www.indusgenesis.com
G11-2-3069 Nave Flowserver
Dado D-1200
4200
40NO
50
2120
1.9
5493
1069
0.75
15.10
8853
5913 4736
La columna si resiste la compresión
3
11066
7926
10
192
7.45
7283
2.50
7.99
39849
Colocar a partir de los nudos 7 estribos # 3 a cada 10 cm, después colocarlos a cada 20 cm.
Ninguna barra longitudinal que no tenga soporte lateral debe distar más de 15 cm de una
barra soportada lateralmente. Se recomienda colocar otros estribos o grapas.
26
Lunes, 14 de Febrero de 2011, 9:45:00 PM
0.46
5.76
9.14
115.20
(©) COPYRIGHT 15 de mayo de 1997 V4.0(©) COPYRIGHT 7 de sept. de 1998 V4.8
Por Ing. Juan Aldasoro RoblesALL RIGHTS RESERVED
Página 2
RESULTADOSCIENTIFICOS
50
40
12 # 4
Estribos # 3 @ 15
Dado D-1
Steel Design Report
Checking \\.psf\PC\Trabajos Mf 2011\101228 G11-02-3069 Nave Flowserve\G11-02-3069 Nave Flowserve.mfd to LRFD code
Monday, February 14, 2011 9:03 AM
Checking design member 4Members: 4Group: WSection: W12x30
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(38.539,132.097) = 132.097
Kl/r ≤ 200, 132.097 ≤ 200 OK 34% underl/r = Max(l
cx/rx,lcy/ry) = Max(38.539,132.097) = 132.097
l/r ≤ 300, 132.097 ≤ 300 OK 56% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 3739.504 ≤ 16083.227 OK 77% under
Vux ≤ φ
vVnx, 1086.692 ≤ 28189.837 OK 96% under
Mux ≤ φ
bM
nx, 21.528 ≤ 3493.415 OK 99% under
Vuy ≤ φ
vVny, 3.328 ≤ 50575.98 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 129145.309 OK 100% under
Pu ≤ φ
cPnx, 6114.06 ≤ 48676.006 OK 87% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.233) + (0.001) ≤ 1.0, 0.239 ≤ OK 76% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.233 + 0.006) ≤ 1.0, 0.239 ≤ OK 76% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.063 + (0.233 + 0.006) ≤ 1.0, 0.301 ≤ OK 70% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 3114.246 ≤ 16083.227 OK 81% under
Vux ≤ φ
vVnx, 906.945 ≤ 28189.837 OK 97% under
Mux ≤ φ
bM
nx, 20.87 ≤ 3493.415 OK 99% under
Vuy ≤ φ
vVny, 3.212 ≤ 50575.98 OK 100% under
Pu ≤ φ
tPn, 4339.111 ≤ 129145.309 OK 97% under
Pu ≤ φ
cPnx, 0.0 ≤ 48676.006 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.194) + (0.001) ≤ 1.0, 0.2 ≤ OK 80% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.013 + (0.194 + 0.006) ≤ 1.0, 0.212 ≤ OK 79% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.194 + 0.006) ≤ 1.0, 0.2 ≤ OK 80% under
Checking design member 132Members: 132Group: WSection: W12x30
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(41.673,142.838) = 142.838
Kl/r ≤ 200, 142.838 ≤ 200 OK 29% underl/r = Max(l
cx/rx,lcy/ry) = Max(41.673,142.838) = 142.838
l/r ≤ 300, 142.838 ≤ 300 OK 52% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 4210.173 ≤ 16083.227 OK 74% under
Vux ≤ φ
vVnx, 1069.179 ≤ 28189.837 OK 96% under
Mux ≤ φ
bM
nx, 84.075 ≤ 3493.415 OK 98% under
Vuy ≤ φ
vVny, 25.624 ≤ 50575.98 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 129145.309 OK 100% under
Pu ≤ φ
cPnx, 6476.968 ≤ 41684.501 OK 84% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.262) + (0.002) ≤ 1.0, 0.286 ≤ OK 71% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.262 + 0.024) ≤ 1.0, 0.286 ≤ OK 71% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.078 + (0.262 + 0.024) ≤ 1.0, 0.364 ≤ OK 64% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 3518.871 ≤ 16083.227 OK 78% under
Vux ≤ φ
vVnx, 892.102 ≤ 28189.837 OK 97% under
Mux ≤ φ
bM
nx, 69.827 ≤ 3493.415 OK 98% under
Vuy ≤ φ
vVny, 21.39 ≤ 50575.98 OK 100% under
Pu ≤ φ
tPn, 4579.468 ≤ 129145.309 OK 96% under
Pu ≤ φ
cPnx, 0.0 ≤ 41684.501 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.219) + (0.002) ≤ 1.0, 0.239 ≤ OK 76% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.013 + (0.219 + 0.02) ≤ 1.0, 0.252 ≤ OK 75% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.219 + 0.02) ≤ 1.0, 0.239 ≤ OK 76% under
Checking design member 135Members: 135Group: MiscelaneaSection: PTR 1.5'' Cal. 14
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(113.238,113.238) = 113.238
Kl/r ≤ 200, 113.238 ≤ 200 OK 43% underl/r = Max(l
cx/rx,lcy/ry) = Max(113.238,113.238) = 113.238
l/r ≤ 300, 113.238 ≤ 300 OK 62% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 15.15 ≤ 112.819 OK 87% under
Vux ≤ φ
vVnx, 38.478 ≤ 1863.636 OK 98% under
Mux ≤ φ
bM
nx, 4.693 ≤ 112.819 OK 96% under
Vuy ≤ φ
vVny, 2.766 ≤ 1863.636 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 6576.466 OK 100% under
Pu ≤ φ
cPnx, 154.831 ≤ 3162.298 OK 95% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.134) + (0.004) ≤ 1.0, 0.176 ≤ OK 82% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.134 + 0.042) ≤ 1.0, 0.176 ≤ OK 82% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.024 + (0.134 + 0.042) ≤ 1.0, 0.2 ≤ OK 80% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 18.068 ≤ 112.819 OK 84% under
Vux ≤ φ
vVnx, 48.615 ≤ 1863.636 OK 97% under
Mux ≤ φ
bM
nx, 4.092 ≤ 112.819 OK 96% under
Vuy ≤ φ
vVny, 2.478 ≤ 1863.636 OK 100% under
Pu ≤ φ
tPn, 166.23 ≤ 6576.466 OK 97% under
Pu ≤ φ
cPnx, 0.0 ≤ 3162.298 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.16) + (0.004) ≤ 1.0, 0.196 ≤ OK 80% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.009 + (0.16 + 0.036) ≤ 1.0, 0.206 ≤ OK 79% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.16 + 0.036) ≤ 1.0, 0.196 ≤ OK 80% under
Checking design member 137Members: 137Group: MiscelaneaSection: PTR 1.5'' Cal. 14
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(85.025,85.025) = 85.025
Kl/r ≤ 200, 85.025 ≤ 200 OK 57% underl/r = Max(l
cx/rx,lcy/ry) = Max(85.025,85.025) = 85.025
l/r ≤ 300, 85.025 ≤ 300 OK 72% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 25.639 ≤ 112.819 OK 77% under
Vux ≤ φ
vVnx, 58.827 ≤ 1863.636 OK 97% under
Mux ≤ φ
bM
nx, 4.605 ≤ 112.819 OK 96% under
Vuy ≤ φ
vVny, 3.903 ≤ 1863.636 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 6576.466 OK 100% under
Pu ≤ φ
cPnx, 801.165 ≤ 4245.088 OK 81% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.227) + (0.004) ≤ 1.0, 0.268 ≤ OK 73% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.227 + 0.041) ≤ 1.0, 0.268 ≤ OK 73% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.094 + (0.227 + 0.041) ≤ 1.0, 0.362 ≤ OK 64% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 26.076 ≤ 112.819 OK 77% under
Vux ≤ φ
vVnx, 71.05 ≤ 1863.636 OK 96% under
Mux ≤ φ
bM
nx, 3.43 ≤ 112.819 OK 97% under
Vuy ≤ φ
vVny, 3.341 ≤ 1863.636 OK 100% under
Pu ≤ φ
tPn, 854.07 ≤ 6576.466 OK 87% under
Pu ≤ φ
cPnx, 0.0 ≤ 4245.088 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.231) + (0.003) ≤ 1.0, 0.262 ≤ OK 74% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.048 + (0.231 + 0.03) ≤ 1.0, 0.31 ≤ OK 69% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.231 + 0.03) ≤ 1.0, 0.262 ≤ OK 74% under
Checking design member 145Members: 145Group: MiscelaneaSection: PTR 1'' Cal. 14
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(120.663,120.663) = 120.663
Kl/r ≤ 200, 120.663 ≤ 200 OK 40% underl/r = Max(l
cx/rx,lcy/ry) = Max(120.663,120.663) = 120.663
l/r ≤ 300, 120.663 ≤ 300 OK 60% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 3.26 ≤ 46.284 OK 93% under
Vux ≤ φ
vVnx, 4.485 ≤ 1169.554 OK 100% under
Mux ≤ φ
bM
nx, 0.854 ≤ 46.284 OK 98% under
Vuy ≤ φ
vVny, 0.323 ≤ 1169.554 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 4262.862 OK 100% under
Pu ≤ φ
cPnx, 517.115 ≤ 1870.685 OK 72% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.07) + (0.002) ≤ 1.0, 0.089 ≤ OK 91% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.07 + 0.018) ≤ 1.0, 0.089 ≤ OK 91% under
Pu / φP
u + 8/9 (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.276 + 8/9*(0.07 + 0.018) ≤ 1.0, 0.355 ≤ OK 64% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 2.465 ≤ 46.284 OK 95% under
Vux ≤ φ
vVnx, 4.39 ≤ 1169.554 OK 100% under
Mux ≤ φ
bM
nx, 0.606 ≤ 46.284 OK 99% under
Vuy ≤ φ
vVny, 0.168 ≤ 1169.554 OK 100% under
Pu ≤ φ
tPn, 558.326 ≤ 4262.862 OK 87% under
Pu ≤ φ
cPnx, 0.0 ≤ 1870.685 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.053) + (0.001) ≤ 1.0, 0.066 ≤ OK 93% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.049 + (0.053 + 0.013) ≤ 1.0, 0.115 ≤ OK 88% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.053 + 0.013) ≤ 1.0, 0.066 ≤ OK 93% under
Checking design member 146Members: 146Group: MiscelaneaSection: PTR 1'' Cal. 14
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(120.663,120.663) = 120.663
Kl/r ≤ 200, 120.663 ≤ 200 OK 40% underl/r = Max(l
cx/rx,lcy/ry) = Max(120.663,120.663) = 120.663
l/r ≤ 300, 120.663 ≤ 300 OK 60% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 2.34 ≤ 46.284 OK 95% under
Vux ≤ φ
vVnx, 4.168 ≤ 1169.554 OK 100% under
Mux ≤ φ
bM
nx, 0.722 ≤ 46.284 OK 98% under
Vuy ≤ φ
vVny, 0.815 ≤ 1169.554 OK 100% under
Pu ≤ φ
tPn, 372.628 ≤ 4262.862 OK 91% under
Pu ≤ φ
cPnx, 0.0 ≤ 1870.685 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.051) + (0.002) ≤ 1.0, 0.066 ≤ OK 93% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.033 + (0.051 + 0.016) ≤ 1.0, 0.099 ≤ OK 90% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.051 + 0.016) ≤ 1.0, 0.066 ≤ OK 93% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 3.459 ≤ 46.284 OK 93% under
Vux ≤ φ
vVnx, 4.424 ≤ 1169.554 OK 100% under
Mux ≤ φ
bM
nx, 0.703 ≤ 46.284 OK 98% under
Vuy ≤ φ
vVny, 0.695 ≤ 1169.554 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 4262.862 OK 100% under
Pu ≤ φ
cPnx, 388.015 ≤ 1870.685 OK 79% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.075) + (0.002) ≤ 1.0, 0.09 ≤ OK 91% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.075 + 0.015) ≤ 1.0, 0.09 ≤ OK 91% under
Pu / φP
u + 8/9 (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.207 + 8/9*(0.075 + 0.015) ≤ 1.0, 0.287 ≤ OK 71% under
Checking design member 158Members: 158Group: MiscelaneaSection: PTR 1.5'' Cal. 14
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(113.238,113.238) = 113.238
Kl/r ≤ 200, 113.238 ≤ 200 OK 43% underl/r = Max(l
cx/rx,lcy/ry) = Max(113.238,113.238) = 113.238
l/r ≤ 300, 113.238 ≤ 300 OK 62% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 1.22 ≤ 112.819 OK 99% under
Vux ≤ φ
vVnx, 3.855 ≤ 1863.636 OK 100% under
Mux ≤ φ
bM
nx, 1.371 ≤ 112.819 OK 99% under
Vuy ≤ φ
vVny, 1.145 ≤ 1863.636 OK 100% under
Pu ≤ φ
tPn, 752.183 ≤ 6576.466 OK 89% under
Pu ≤ φ
cPnx, 0.0 ≤ 3162.288 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.011) + (0.001) ≤ 1.0, 0.023 ≤ OK 98% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.043 + (0.011 + 0.012) ≤ 1.0, 0.066 ≤ OK 93% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.011 + 0.012) ≤ 1.0, 0.023 ≤ OK 98% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 2.266 ≤ 112.819 OK 98% under
Vux ≤ φ
vVnx, 3.026 ≤ 1863.636 OK 100% under
Mux ≤ φ
bM
nx, 1.526 ≤ 112.819 OK 99% under
Vuy ≤ φ
vVny, 0.887 ≤ 1863.636 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 6576.466 OK 100% under
Pu ≤ φ
cPnx, 806.555 ≤ 3162.288 OK 74% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.02) + (0.001) ≤ 1.0, 0.034 ≤ OK 97% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.02 + 0.014) ≤ 1.0, 0.034 ≤ OK 97% under
Pu / φP
u + 8/9 (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.255 + 8/9*(0.02 + 0.014) ≤ 1.0, 0.285 ≤ OK 72% under
Checking design member 171Members: 171Group: MiscelaneaSection: PTR 1.5'' Cal. 14
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(113.238,113.238) = 113.238
Kl/r ≤ 200, 113.238 ≤ 200 OK 43% underl/r = Max(l
cx/rx,lcy/ry) = Max(113.238,113.238) = 113.238
l/r ≤ 300, 113.238 ≤ 300 OK 62% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 13.987 ≤ 112.819 OK 88% under
Vux ≤ φ
vVnx, 36.495 ≤ 1863.636 OK 98% under
Mux ≤ φ
bM
nx, 4.352 ≤ 112.819 OK 96% under
Vuy ≤ φ
vVny, 2.883 ≤ 1863.636 OK 100% under
Pu ≤ φ
tPn, 728.696 ≤ 6576.466 OK 89% under
Pu ≤ φ
cPnx, 0.0 ≤ 3162.303 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.124) + (0.004) ≤ 1.0, 0.163 ≤ OK 84% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.041 + (0.124 + 0.039) ≤ 1.0, 0.204 ≤ OK 80% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.124 + 0.039) ≤ 1.0, 0.163 ≤ OK 84% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 20.536 ≤ 112.819 OK 82% under
Vux ≤ φ
vVnx, 46.041 ≤ 1863.636 OK 98% under
Mux ≤ φ
bM
nx, 5.42 ≤ 112.819 OK 95% under
Vuy ≤ φ
vVny, 3.078 ≤ 1863.636 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 6576.466 OK 100% under
Pu ≤ φ
cPnx, 742.507 ≤ 3162.303 OK 77% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.182) + (0.005) ≤ 1.0, 0.23 ≤ OK 77% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.182 + 0.048) ≤ 1.0, 0.23 ≤ OK 77% under
Pu / φP
u + 8/9 (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.235 + 8/9*(0.182 + 0.048) ≤ 1.0, 0.439 ≤ OK 56% under
Checking design member 172Members: 172Group: MiscelaneaSection: PTR 1.5'' Cal. 14
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(56.619,56.619) = 56.619
Kl/r ≤ 200, 56.619 ≤ 200 OK 72% underl/r = Max(l
cx/rx,lcy/ry) = Max(56.619,56.619) = 56.619
l/r ≤ 300, 56.619 ≤ 300 OK 81% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 19.386 ≤ 112.819 OK 83% under
Vux ≤ φ
vVnx, 35.297 ≤ 1863.636 OK 98% under
Mux ≤ φ
bM
nx, 2.084 ≤ 112.819 OK 98% under
Vuy ≤ φ
vVny, 0.065 ≤ 1863.636 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 6576.466 OK 100% under
Pu ≤ φ
cPnx, 1061.979 ≤ 5246.598 OK 80% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.172) + (0.002) ≤ 1.0, 0.19 ≤ OK 81% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.172 + 0.018) ≤ 1.0, 0.19 ≤ OK 81% under
Pu / φP
u + 8/9 (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.202 + 8/9*(0.172 + 0.018) ≤ 1.0, 0.372 ≤ OK 63% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 18.65 ≤ 112.819 OK 83% under
Vux ≤ φ
vVnx, 36.929 ≤ 1863.636 OK 98% under
Mux ≤ φ
bM
nx, 1.864 ≤ 112.819 OK 98% under
Vuy ≤ φ
vVny, 0.461 ≤ 1863.636 OK 100% under
Pu ≤ φ
tPn, 1080.137 ≤ 6576.466 OK 84% under
Pu ≤ φ
cPnx, 0.0 ≤ 5246.598 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.165) + (0.002) ≤ 1.0, 0.182 ≤ OK 82% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.061 + (0.165 + 0.017) ≤ 1.0, 0.243 ≤ OK 76% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.165 + 0.017) ≤ 1.0, 0.182 ≤ OK 82% under
Checking design member 185Members: 185Group: MiscelaneaSection: PTR 1'' Cal. 14
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(120.663,120.663) = 120.663
Kl/r ≤ 200, 120.663 ≤ 200 OK 40% underl/r = Max(l
cx/rx,lcy/ry) = Max(120.663,120.663) = 120.663
l/r ≤ 300, 120.663 ≤ 300 OK 60% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 4.737 ≤ 46.284 OK 90% under
Vux ≤ φ
vVnx, 6.778 ≤ 1169.554 OK 99% under
Mux ≤ φ
bM
nx, 0.927 ≤ 46.284 OK 98% under
Vuy ≤ φ
vVny, 0.207 ≤ 1169.554 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 4262.862 OK 100% under
Pu ≤ φ
cPnx, 626.285 ≤ 1870.688 OK 67% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.102) + (0.002) ≤ 1.0, 0.122 ≤ OK 88% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.102 + 0.02) ≤ 1.0, 0.122 ≤ OK 88% under
Pu / φP
u + 8/9 (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.335 + 8/9*(0.102 + 0.02) ≤ 1.0, 0.444 ≤ OK 56% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 3.63 ≤ 46.284 OK 92% under
Vux ≤ φ
vVnx, 6.883 ≤ 1169.554 OK 99% under
Mux ≤ φ
bM
nx, 0.704 ≤ 46.284 OK 98% under
Vuy ≤ φ
vVny, 0.055 ≤ 1169.554 OK 100% under
Pu ≤ φ
tPn, 670.055 ≤ 4262.862 OK 84% under
Pu ≤ φ
cPnx, 0.0 ≤ 1870.688 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.078) + (0.002) ≤ 1.0, 0.094 ≤ OK 91% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.059 + (0.078 + 0.015) ≤ 1.0, 0.152 ≤ OK 85% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.078 + 0.015) ≤ 1.0, 0.094 ≤ OK 91% under
Checking design member 186Members: 186Group: MiscelaneaSection: PTR 1'' Cal. 14
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(120.663,120.663) = 120.663
Kl/r ≤ 200, 120.663 ≤ 200 OK 40% underl/r = Max(l
cx/rx,lcy/ry) = Max(120.663,120.663) = 120.663
l/r ≤ 300, 120.663 ≤ 300 OK 60% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 2.572 ≤ 46.284 OK 94% under
Vux ≤ φ
vVnx, 3.713 ≤ 1169.554 OK 100% under
Mux ≤ φ
bM
nx, 1.067 ≤ 46.284 OK 98% under
Vuy ≤ φ
vVny, 1.327 ≤ 1169.554 OK 100% under
Pu ≤ φ
tPn, 576.924 ≤ 4262.862 OK 86% under
Pu ≤ φ
cPnx, 0.0 ≤ 1870.692 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.056) + (0.002) ≤ 1.0, 0.079 ≤ OK 92% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.05 + (0.056 + 0.023) ≤ 1.0, 0.129 ≤ OK 87% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.056 + 0.023) ≤ 1.0, 0.079 ≤ OK 92% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 2.88 ≤ 46.284 OK 94% under
Vux ≤ φ
vVnx, 3.432 ≤ 1169.554 OK 100% under
Mux ≤ φ
bM
nx, 1.519 ≤ 46.284 OK 97% under
Vuy ≤ φ
vVny, 1.569 ≤ 1169.554 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 4262.862 OK 100% under
Pu ≤ φ
cPnx, 601.22 ≤ 1870.692 OK 68% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.062) + (0.003) ≤ 1.0, 0.095 ≤ OK 90% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.062 + 0.033) ≤ 1.0, 0.095 ≤ OK 90% under
Pu / φP
u + 8/9 (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.321 + 8/9*(0.062 + 0.033) ≤ 1.0, 0.406 ≤ OK 59% under
Checking design member 192Members: 192Group: MiscelaneaSection: PTR 1.5'' Cal. 14
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(113.238,113.238) = 113.238
Kl/r ≤ 200, 113.238 ≤ 200 OK 43% underl/r = Max(l
cx/rx,lcy/ry) = Max(113.238,113.238) = 113.238
l/r ≤ 300, 113.238 ≤ 300 OK 62% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 4.498 ≤ 112.819 OK 96% under
Vux ≤ φ
vVnx, 6.954 ≤ 1863.636 OK 100% under
Mux ≤ φ
bM
nx, 1.18 ≤ 112.819 OK 99% under
Vuy ≤ φ
vVny, 1.185 ≤ 1863.636 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 6576.466 OK 100% under
Pu ≤ φ
cPnx, 187.936 ≤ 3162.298 OK 94% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.04) + (0.001) ≤ 1.0, 0.05 ≤ OK 95% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.04 + 0.01) ≤ 1.0, 0.05 ≤ OK 95% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.03 + (0.04 + 0.01) ≤ 1.0, 0.08 ≤ OK 92% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 5.501 ≤ 112.819 OK 95% under
Vux ≤ φ
vVnx, 6.308 ≤ 1863.636 OK 100% under
Mux ≤ φ
bM
nx, 0.963 ≤ 112.819 OK 99% under
Vuy ≤ φ
vVny, 1.054 ≤ 1863.636 OK 100% under
Pu ≤ φ
tPn, 156.536 ≤ 6576.466 OK 98% under
Pu ≤ φ
cPnx, 0.0 ≤ 3162.298 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.049) + (0.001) ≤ 1.0, 0.057 ≤ OK 94% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.009 + (0.049 + 0.009) ≤ 1.0, 0.066 ≤ OK 93% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.049 + 0.009) ≤ 1.0, 0.057 ≤ OK 94% under
Checking design member 871Members: 871Group: MiscelaneaSection: PTR 3x1/4"
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(41.902,41.902) = 41.902
Kl/r ≤ 200, 41.902 ≤ 200 OK 79% underl/r = Max(l
cx/rx,lcy/ry) = Max(41.902,41.902) = 41.902
l/r ≤ 300, 41.902 ≤ 300 OK 86% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 6.906 ≤ 1885.252 OK 100% under
Vux ≤ φ
vVnx, 20.901 ≤ 15390.569 OK 100% under
Mux ≤ φ
bM
nx, 9.339 ≤ 1885.252 OK 100% under
Vuy ≤ φ
vVny, 2.138 ≤ 15390.569 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 40989.051 OK 100% under
Pu ≤ φ
cPnx, 3337.898 ≤ 35294.116 OK 91% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.004) + (0.001) ≤ 1.0, 0.009 ≤ OK 99% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.004 + 0.005) ≤ 1.0, 0.009 ≤ OK 99% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.047 + (0.004 + 0.005) ≤ 1.0, 0.056 ≤ OK 94% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 4.139 ≤ 1885.252 OK 100% under
Vux ≤ φ
vVnx, 17.882 ≤ 15390.569 OK 100% under
Mux ≤ φ
bM
nx, 9.879 ≤ 1885.252 OK 99% under
Vuy ≤ φ
vVny, 1.739 ≤ 15390.569 OK 100% under
Pu ≤ φ
tPn, 2055.816 ≤ 40989.051 OK 95% under
Pu ≤ φ
cPnx, 0.0 ≤ 35294.116 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.002) + (0.001) ≤ 1.0, 0.007 ≤ OK 99% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.019 + (0.002 + 0.005) ≤ 1.0, 0.026 ≤ OK 97% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.002 + 0.005) ≤ 1.0, 0.007 ≤ OK 99% under
Checking design member 912Members: 912Group: MiscelaneaSection: PTR 3x1/4"
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(37.712,37.712) = 37.712
Kl/r ≤ 200, 37.712 ≤ 200 OK 81% underl/r = Max(l
cx/rx,lcy/ry) = Max(37.712,37.712) = 37.712
l/r ≤ 300, 37.712 ≤ 300 OK 87% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 23.373 ≤ 1885.252 OK 99% under
Vux ≤ φ
vVnx, 40.933 ≤ 15390.569 OK 100% under
Mux ≤ φ
bM
nx, 11.518 ≤ 1885.252 OK 99% under
Vuy ≤ φ
vVny, 7.442 ≤ 15390.569 OK 100% under
Pu ≤ φ
tPn, 1355.539 ≤ 40989.051 OK 97% under
Pu ≤ φ
cPnx, 0.0 ≤ 35919.418 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.012) + (0.001) ≤ 1.0, 0.019 ≤ OK 98% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.012 + (0.012 + 0.006) ≤ 1.0, 0.031 ≤ OK 97% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.012 + 0.006) ≤ 1.0, 0.019 ≤ OK 98% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 21.22 ≤ 1885.252 OK 99% under
Vux ≤ φ
vVnx, 30.073 ≤ 15390.569 OK 100% under
Mux ≤ φ
bM
nx, 14.062 ≤ 1885.252 OK 99% under
Vuy ≤ φ
vVny, 9.439 ≤ 15390.569 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 40989.051 OK 100% under
Pu ≤ φ
cPnx, 821.663 ≤ 35919.418 OK 98% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.011) + (0.001) ≤ 1.0, 0.019 ≤ OK 98% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.011 + 0.007) ≤ 1.0, 0.019 ≤ OK 98% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.011 + (0.011 + 0.007) ≤ 1.0, 0.03 ≤ OK 97% under
Checking design member 970Members: 970Group: MiscelaneaSection: PTR2'' Cal. 11
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(52.175,52.175) = 52.175
Kl/r ≤ 200, 52.175 ≤ 200 OK 74% underl/r = Max(l
cx/rx,lcy/ry) = Max(52.175,52.175) = 52.175
l/r ≤ 300, 52.175 ≤ 300 OK 83% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 27.614 ≤ 297.436 OK 91% under
Vux ≤ φ
vVnx, 41.63 ≤ 3689.015 OK 99% under
Mux ≤ φ
bM
nx, 2.583 ≤ 297.436 OK 99% under
Vuy ≤ φ
vVny, 3.089 ≤ 3689.015 OK 100% under
Pu ≤ φ
tPn, 2293.394 ≤ 13116.497 OK 83% under
Pu ≤ φ
cPnx, 0.0 ≤ 10733.857 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.093) + (0.001) ≤ 1.0, 0.102 ≤ OK 90% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.065 + (0.093 + 0.009) ≤ 1.0, 0.167 ≤ OK 83% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.093 + 0.009) ≤ 1.0, 0.102 ≤ OK 90% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 29.338 ≤ 297.436 OK 90% under
Vux ≤ φ
vVnx, 42.556 ≤ 3689.015 OK 99% under
Mux ≤ φ
bM
nx, 2.492 ≤ 297.436 OK 99% under
Vuy ≤ φ
vVny, 3.164 ≤ 3689.015 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 13116.497 OK 100% under
Pu ≤ φ
cPnx, 2125.192 ≤ 10733.857 OK 80% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.099) + (0.001) ≤ 1.0, 0.107 ≤ OK 89% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.099 + 0.008) ≤ 1.0, 0.107 ≤ OK 89% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.099 + (0.099 + 0.008) ≤ 1.0, 0.206 ≤ OK 79% under
Checking design member 971Members: 971Group: MiscelaneaSection: PTR2'' Cal. 11
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(63.398,63.398) = 63.398
Kl/r ≤ 200, 63.398 ≤ 200 OK 68% underl/r = Max(l
cx/rx,lcy/ry) = Max(63.398,63.398) = 63.398
l/r ≤ 300, 63.398 ≤ 300 OK 79% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 34.039 ≤ 297.436 OK 89% under
Vux ≤ φ
vVnx, 35.213 ≤ 3689.015 OK 99% under
Mux ≤ φ
bM
nx, 0.962 ≤ 297.436 OK 100% under
Vuy ≤ φ
vVny, 0.32 ≤ 3689.015 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 13116.497 OK 100% under
Pu ≤ φ
cPnx, 3767.204 ≤ 10025.41 OK 62% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.114) + (0.0) ≤ 1.0, 0.118 ≤ OK 88% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.114 + 0.003) ≤ 1.0, 0.118 ≤ OK 88% under
Pu / φP
u + 8/9 (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.376 + 8/9*(0.114 + 0.003) ≤ 1.0, 0.48 ≤ OK 52% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 31.05 ≤ 297.436 OK 90% under
Vux ≤ φ
vVnx, 35.436 ≤ 3689.015 OK 99% under
Mux ≤ φ
bM
nx, 0.617 ≤ 297.436 OK 100% under
Vuy ≤ φ
vVny, 0.393 ≤ 3689.015 OK 100% under
Pu ≤ φ
tPn, 3582.134 ≤ 13116.497 OK 73% under
Pu ≤ φ
cPnx, 0.0 ≤ 10025.41 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.104) + (0.0) ≤ 1.0, 0.106 ≤ OK 89% under
Pu / φP
u + 8/9 (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.203 + 8/9*(0.104 + 0.002) ≤ 1.0, 0.298 ≤ OK 70% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.104 + 0.002) ≤ 1.0, 0.106 ≤ OK 89% under
Checking design member 972Members: 972Group: MiscelaneaSection: PTR2'' Cal. 11
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(52.175,52.175) = 52.175
Kl/r ≤ 200, 52.175 ≤ 200 OK 74% underl/r = Max(l
cx/rx,lcy/ry) = Max(52.175,52.175) = 52.175
l/r ≤ 300, 52.175 ≤ 300 OK 83% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 32.758 ≤ 297.436 OK 89% under
Vux ≤ φ
vVnx, 54.934 ≤ 3689.015 OK 99% under
Mux ≤ φ
bM
nx, 1.235 ≤ 297.436 OK 100% under
Vuy ≤ φ
vVny, 0.003 ≤ 3689.015 OK 100% under
Pu ≤ φ
tPn, 3289.412 ≤ 13116.497 OK 75% under
Pu ≤ φ
cPnx, 0.0 ≤ 10733.857 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.11) + (0.0) ≤ 1.0, 0.114 ≤ OK 89% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.093 + (0.11 + 0.004) ≤ 1.0, 0.208 ≤ OK 79% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.11 + 0.004) ≤ 1.0, 0.114 ≤ OK 89% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 35.957 ≤ 297.436 OK 88% under
Vux ≤ φ
vVnx, 54.069 ≤ 3689.015 OK 99% under
Mux ≤ φ
bM
nx, 1.036 ≤ 297.436 OK 100% under
Vuy ≤ φ
vVny, 0.06 ≤ 3689.015 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 13116.497 OK 100% under
Pu ≤ φ
cPnx, 3085.032 ≤ 10733.857 OK 71% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.121) + (0.0) ≤ 1.0, 0.124 ≤ OK 88% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.121 + 0.003) ≤ 1.0, 0.124 ≤ OK 88% under
Pu / φP
u + 8/9 (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.287 + 8/9*(0.121 + 0.003) ≤ 1.0, 0.398 ≤ OK 60% under
Checking design member 977Members: 977Group: MiscelaneaSection: PTR 3x1/8"
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(54.704,54.704) = 54.704
Kl/r ≤ 200, 54.704 ≤ 200 OK 73% underl/r = Max(l
cx/rx,lcy/ry) = Max(54.704,54.704) = 54.704
l/r ≤ 300, 54.704 ≤ 300 OK 82% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 9.826 ≤ 520.114 OK 98% under
Vux ≤ φ
vVnx, 16.335 ≤ 5660.674 OK 100% under
Mux ≤ φ
bM
nx, 0.394 ≤ 520.114 OK 100% under
Vuy ≤ φ
vVny, 0.363 ≤ 5660.674 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 19120.076 OK 100% under
Pu ≤ φ
cPnx, 1099.713 ≤ 15425.802 OK 93% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.019) + (0.0) ≤ 1.0, 0.02 ≤ OK 98% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.019 + 0.001) ≤ 1.0, 0.02 ≤ OK 98% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.036 + (0.019 + 0.001) ≤ 1.0, 0.055 ≤ OK 94% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 8.401 ≤ 520.114 OK 98% under
Vux ≤ φ
vVnx, 14.98 ≤ 5660.674 OK 100% under
Mux ≤ φ
bM
nx, 0.276 ≤ 520.114 OK 100% under
Vuy ≤ φ
vVny, 0.024 ≤ 5660.674 OK 100% under
Pu ≤ φ
tPn, 1011.889 ≤ 19120.076 OK 95% under
Pu ≤ φ
cPnx, 0.0 ≤ 15425.802 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.016) + (0.0) ≤ 1.0, 0.017 ≤ OK 98% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.02 + (0.016 + 0.001) ≤ 1.0, 0.036 ≤ OK 96% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.016 + 0.001) ≤ 1.0, 0.017 ≤ OK 98% under
Checking design member 990Members: 990Group: MiscelaneaSection: PTR 3x1/8"
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(49.234,49.234) = 49.234
Kl/r ≤ 200, 49.234 ≤ 200 OK 75% underl/r = Max(l
cx/rx,lcy/ry) = Max(49.234,49.234) = 49.234
l/r ≤ 300, 49.234 ≤ 300 OK 84% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 12.375 ≤ 520.114 OK 98% under
Vux ≤ φ
vVnx, 10.274 ≤ 5660.674 OK 100% under
Mux ≤ φ
bM
nx, 2.388 ≤ 520.114 OK 100% under
Vuy ≤ φ
vVny, 2.977 ≤ 5660.674 OK 100% under
Pu ≤ φ
tPn, 3972.385 ≤ 19120.076 OK 79% under
Pu ≤ φ
cPnx, 0.0 ≤ 15894.514 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.024) + (0.0) ≤ 1.0, 0.028 ≤ OK 97% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.077 + (0.024 + 0.005) ≤ 1.0, 0.106 ≤ OK 89% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.024 + 0.005) ≤ 1.0, 0.028 ≤ OK 97% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 15.205 ≤ 520.114 OK 97% under
Vux ≤ φ
vVnx, 9.428 ≤ 5660.674 OK 100% under
Mux ≤ φ
bM
nx, 2.392 ≤ 520.114 OK 100% under
Vuy ≤ φ
vVny, 2.729 ≤ 5660.674 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 19120.076 OK 100% under
Pu ≤ φ
cPnx, 3775.955 ≤ 15894.514 OK 76% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.029) + (0.0) ≤ 1.0, 0.034 ≤ OK 97% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.029 + 0.005) ≤ 1.0, 0.034 ≤ OK 97% under
Pu / φP
u + 8/9 (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.238 + 8/9*(0.029 + 0.005) ≤ 1.0, 0.268 ≤ OK 73% under
Checking design member 1270Members: 1270Group: MiscelaneaSection: PTR 3x1/4"
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(16.761,16.761) = 16.761
Kl/r ≤ 200, 16.761 ≤ 200 OK 92% underl/r = Max(l
cx/rx,lcy/ry) = Max(16.761,16.761) = 16.761
l/r ≤ 300, 16.761 ≤ 300 OK 94% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 101.459 ≤ 1885.252 OK 95% under
Vux ≤ φ
vVnx, 224.345 ≤ 15390.569 OK 99% under
Mux ≤ φ
bM
nx, 75.298 ≤ 1885.252 OK 96% under
Vuy ≤ φ
vVny, 118.942 ≤ 15390.569 OK 99% under
Pu ≤ φ
tPn, 37.005 ≤ 40989.051 OK 100% under
Pu ≤ φ
cPnx, 0.0 ≤ 38143.59 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.054) + (0.004) ≤ 1.0, 0.094 ≤ OK 91% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.054 + 0.04) ≤ 1.0, 0.094 ≤ OK 91% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.054 + 0.04) ≤ 1.0, 0.094 ≤ OK 91% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 98.321 ≤ 1885.252 OK 95% under
Vux ≤ φ
vVnx, 220.685 ≤ 15390.569 OK 99% under
Mux ≤ φ
bM
nx, 77.786 ≤ 1885.252 OK 96% under
Vuy ≤ φ
vVny, 121.66 ≤ 15390.569 OK 99% under
Pu ≤ φ
tPn, 0.0 ≤ 40989.051 OK 100% under
Pu ≤ φ
cPnx, 87.227 ≤ 38143.59 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.052) + (0.004) ≤ 1.0, 0.093 ≤ OK 91% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.052 + 0.041) ≤ 1.0, 0.093 ≤ OK 91% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.001 + (0.052 + 0.041) ≤ 1.0, 0.095 ≤ OK 91% under
Checking design member 1464Members: 1464Group: MiscelaneaSection: PTR 3x1/4"
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(33.521,33.521) = 33.521
Kl/r ≤ 200, 33.521 ≤ 200 OK 83% underl/r = Max(l
cx/rx,lcy/ry) = Max(33.521,33.521) = 33.521
l/r ≤ 300, 33.521 ≤ 300 OK 89% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 78.78 ≤ 1885.252 OK 96% under
Vux ≤ φ
vVnx, 55.272 ≤ 15390.569 OK 100% under
Mux ≤ φ
bM
nx, 55.523 ≤ 1885.252 OK 97% under
Vuy ≤ φ
vVny, 39.763 ≤ 15390.569 OK 100% under
Pu ≤ φ
tPn, 5034.008 ≤ 40989.051 OK 88% under
Pu ≤ φ
cPnx, 0.0 ≤ 36488.283 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.042) + (0.003) ≤ 1.0, 0.071 ≤ OK 93% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.046 + (0.042 + 0.029) ≤ 1.0, 0.117 ≤ OK 88% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.042 + 0.029) ≤ 1.0, 0.071 ≤ OK 93% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 36.937 ≤ 1885.252 OK 98% under
Vux ≤ φ
vVnx, 23.651 ≤ 15390.569 OK 100% under
Mux ≤ φ
bM
nx, 58.84 ≤ 1885.252 OK 97% under
Vuy ≤ φ
vVny, 39.097 ≤ 15390.569 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 40989.051 OK 100% under
Pu ≤ φ
cPnx, 3119.694 ≤ 36488.283 OK 91% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.02) + (0.003) ≤ 1.0, 0.051 ≤ OK 95% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.02 + 0.031) ≤ 1.0, 0.051 ≤ OK 95% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.043 + (0.02 + 0.031) ≤ 1.0, 0.094 ≤ OK 91% under
Checking design member 1466Members: 1466Group: MiscelaneaSection: PTR 3x1/4"
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(16.761,16.761) = 16.761
Kl/r ≤ 200, 16.761 ≤ 200 OK 92% underl/r = Max(l
cx/rx,lcy/ry) = Max(16.761,16.761) = 16.761
l/r ≤ 300, 16.761 ≤ 300 OK 94% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 41.209 ≤ 1885.252 OK 98% under
Vux ≤ φ
vVnx, 87.1 ≤ 15390.569 OK 99% under
Mux ≤ φ
bM
nx, 84.31 ≤ 1885.252 OK 96% under
Vuy ≤ φ
vVny, 134.455 ≤ 15390.569 OK 99% under
Pu ≤ φ
tPn, 0.0 ≤ 40989.051 OK 100% under
Pu ≤ φ
cPnx, 4275.042 ≤ 38143.59 OK 89% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.022) + (0.005) ≤ 1.0, 0.067 ≤ OK 93% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.022 + 0.045) ≤ 1.0, 0.067 ≤ OK 93% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.056 + (0.022 + 0.045) ≤ 1.0, 0.123 ≤ OK 88% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 38.562 ≤ 1885.252 OK 98% under
Vux ≤ φ
vVnx, 66.358 ≤ 15390.569 OK 100% under
Mux ≤ φ
bM
nx, 89.159 ≤ 1885.252 OK 95% under
Vuy ≤ φ
vVny, 142.88 ≤ 15390.569 OK 99% under
Pu ≤ φ
tPn, 2573.105 ≤ 40989.051 OK 94% under
Pu ≤ φ
cPnx, 0.0 ≤ 38143.59 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.02) + (0.005) ≤ 1.0, 0.068 ≤ OK 93% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.023 + (0.02 + 0.047) ≤ 1.0, 0.091 ≤ OK 91% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.02 + 0.047) ≤ 1.0, 0.068 ≤ OK 93% under
Checking design member 1517Members: 1517Group: MiscelaneaSection: PTR 3x1/8"
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(21.882,21.882) = 21.882
Kl/r ≤ 200, 21.882 ≤ 200 OK 89% underl/r = Max(l
cx/rx,lcy/ry) = Max(21.882,21.882) = 21.882
l/r ≤ 300, 21.882 ≤ 300 OK 93% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 69.358 ≤ 520.114 OK 87% under
Vux ≤ φ
vVnx, 108.756 ≤ 5660.674 OK 98% under
Mux ≤ φ
bM
nx, 8.248 ≤ 520.114 OK 98% under
Vuy ≤ φ
vVny, 11.082 ≤ 5660.674 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 19120.076 OK 100% under
Pu ≤ φ
cPnx, 6515.005 ≤ 17608.368 OK 63% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.133) + (0.002) ≤ 1.0, 0.149 ≤ OK 85% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.133 + 0.016) ≤ 1.0, 0.149 ≤ OK 85% under
Pu / φP
u + 8/9 (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.37 + 8/9*(0.133 + 0.016) ≤ 1.0, 0.503 ≤ OK 50% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 73.388 ≤ 520.114 OK 86% under
Vux ≤ φ
vVnx, 121.185 ≤ 5660.674 OK 98% under
Mux ≤ φ
bM
nx, 8.138 ≤ 520.114 OK 98% under
Vuy ≤ φ
vVny, 11.442 ≤ 5660.674 OK 100% under
Pu ≤ φ
tPn, 6142.982 ≤ 19120.076 OK 68% under
Pu ≤ φ
cPnx, 0.0 ≤ 17608.368 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.141) + (0.002) ≤ 1.0, 0.157 ≤ OK 84% under
Pu / φP
u + 8/9 (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.239 + 8/9*(0.141 + 0.016) ≤ 1.0, 0.379 ≤ OK 62% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.141 + 0.016) ≤ 1.0, 0.157 ≤ OK 84% under
Checking design member 1518Members: 1518Group: MiscelaneaSection: PTR 3x1/8"
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(43.763,43.763) = 43.763
Kl/r ≤ 200, 43.763 ≤ 200 OK 78% underl/r = Max(l
cx/rx,lcy/ry) = Max(43.763,43.763) = 43.763
l/r ≤ 300, 43.763 ≤ 300 OK 85% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 21.438 ≤ 520.114 OK 96% under
Vux ≤ φ
vVnx, 6.826 ≤ 5660.674 OK 100% under
Mux ≤ φ
bM
nx, 1.469 ≤ 520.114 OK 100% under
Vuy ≤ φ
vVny, 0.557 ≤ 5660.674 OK 100% under
Pu ≤ φ
tPn, 3469.822 ≤ 19120.076 OK 82% under
Pu ≤ φ
cPnx, 0.0 ≤ 16325.945 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.041) + (0.0) ≤ 1.0, 0.044 ≤ OK 96% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.068 + (0.041 + 0.003) ≤ 1.0, 0.112 ≤ OK 89% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.041 + 0.003) ≤ 1.0, 0.044 ≤ OK 96% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 19.781 ≤ 520.114 OK 96% under
Vux ≤ φ
vVnx, 4.662 ≤ 5660.674 OK 100% under
Mux ≤ φ
bM
nx, 1.413 ≤ 520.114 OK 100% under
Vuy ≤ φ
vVny, 0.866 ≤ 5660.674 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 19120.076 OK 100% under
Pu ≤ φ
cPnx, 3274.847 ≤ 16325.945 OK 80% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.038) + (0.0) ≤ 1.0, 0.041 ≤ OK 96% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.038 + 0.003) ≤ 1.0, 0.041 ≤ OK 96% under
Pu / φP
u + 8/9 (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.201 + 8/9*(0.038 + 0.003) ≤ 1.0, 0.237 ≤ OK 76% under
Checking design member 1673Members: 1673Group: WSection: W12x30
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(41.673,142.838) = 142.838
Kl/r ≤ 200, 142.838 ≤ 200 OK 29% underl/r = Max(l
cx/rx,lcy/ry) = Max(41.673,142.838) = 142.838
l/r ≤ 300, 142.838 ≤ 300 OK 52% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 7582.242 ≤ 15710.859 OK 52% under
Vux ≤ φ
vVnx, 1069.179 ≤ 28189.837 OK 96% under
Mux ≤ φ
bM
nx, 198.548 ≤ 3493.415 OK 94% under
Vuy ≤ φ
vVny, 25.624 ≤ 50575.98 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 129145.309 OK 100% under
Pu ≤ φ
cPnx, 6132.439 ≤ 41684.501 OK 85% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.483) + (0.006) ≤ 1.0, 0.539 ≤ OK 46% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.483 + 0.057) ≤ 1.0, 0.539 ≤ OK 46% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.074 + (0.483 + 0.057) ≤ 1.0, 0.613 ≤ OK 39% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 6320.485 ≤ 15717.58 OK 60% under
Vux ≤ φ
vVnx, 892.102 ≤ 28189.837 OK 97% under
Mux ≤ φ
bM
nx, 166.097 ≤ 3493.415 OK 95% under
Vuy ≤ φ
vVny, 21.39 ≤ 50575.98 OK 100% under
Pu ≤ φ
tPn, 4850.17 ≤ 129145.309 OK 96% under
Pu ≤ φ
cPnx, 0.0 ≤ 41684.501 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.402) + (0.005) ≤ 1.0, 0.45 ≤ OK 55% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.014 + (0.402 + 0.048) ≤ 1.0, 0.464 ≤ OK 54% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.402 + 0.048) ≤ 1.0, 0.45 ≤ OK 55% under
Checking design member 1674Members: 1674Group: WSection: W12x30
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(38.539,132.097) = 132.097
Kl/r ≤ 200, 132.097 ≤ 200 OK 34% underl/r = Max(l
cx/rx,lcy/ry) = Max(38.539,132.097) = 132.097
l/r ≤ 300, 132.097 ≤ 300 OK 56% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 7344.75 ≤ 16083.227 OK 54% under
Vux ≤ φ
vVnx, 1086.692 ≤ 28189.837 OK 96% under
Mux ≤ φ
bM
nx, 12.417 ≤ 3493.415 OK 100% under
Vuy ≤ φ
vVny, 3.328 ≤ 50575.98 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 129145.309 OK 100% under
Pu ≤ φ
cPnx, 5795.44 ≤ 48676.006 OK 88% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.457) + (0.0) ≤ 1.0, 0.46 ≤ OK 54% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.457 + 0.004) ≤ 1.0, 0.46 ≤ OK 54% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.06 + (0.457 + 0.004) ≤ 1.0, 0.52 ≤ OK 48% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 6136.593 ≤ 16083.227 OK 62% under
Vux ≤ φ
vVnx, 906.945 ≤ 28189.837 OK 97% under
Mux ≤ φ
bM
nx, 11.89 ≤ 3493.415 OK 100% under
Vuy ≤ φ
vVny, 3.212 ≤ 50575.98 OK 100% under
Pu ≤ φ
tPn, 4589.456 ≤ 129145.309 OK 96% under
Pu ≤ φ
cPnx, 0.0 ≤ 48676.006 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.382) + (0.0) ≤ 1.0, 0.385 ≤ OK 62% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.013 + (0.382 + 0.003) ≤ 1.0, 0.398 ≤ OK 60% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.382 + 0.003) ≤ 1.0, 0.385 ≤ OK 62% under
Checking design member 1678Members: 1678Group: MiscelaneaSection: PTR 3x1/8"
Design ConstraintsKl/r = Max(K
xlcx/rx,K
ylcy/ry) = Max(21.882,21.882) = 21.882
Kl/r ≤ 200, 21.882 ≤ 200 OK 89% underl/r = Max(l
cx/rx,lcy/ry) = Max(21.882,21.882) = 21.882
l/r ≤ 300, 21.882 ≤ 300 OK 93% underAll constraints PASSED
Load Case: Dis. Grav. (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 200.484 ≤ 520.114 OK 61% under
Vux ≤ φ
vVnx, 502.494 ≤ 5660.674 OK 91% under
Mux ≤ φ
bM
nx, 4.082 ≤ 520.114 OK 99% under
Vuy ≤ φ
vVny, 7.674 ≤ 5660.674 OK 100% under
Pu ≤ φ
tPn, 0.0 ≤ 19120.076 OK 100% under
Pu ≤ φ
cPnx, 2174.936 ≤ 17608.368 OK 88% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.385) + (0.001) ≤ 1.0, 0.393 ≤ OK 61% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.385 + 0.008) ≤ 1.0, 0.393 ≤ OK 61% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.062 + (0.385 + 0.008) ≤ 1.0, 0.455 ≤ OK 54% under
Load Case: Dis. Viento X (Strength Limit State)Design Checks
Mux ≤ φ
bM
nx, 206.462 ≤ 520.114 OK 60% under
Vux ≤ φ
vVnx, 523.789 ≤ 5660.674 OK 91% under
Mux ≤ φ
bM
nx, 4.042 ≤ 520.114 OK 99% under
Vuy ≤ φ
vVny, 7.885 ≤ 5660.674 OK 100% under
Pu ≤ φ
tPn, 2050.89 ≤ 19120.076 OK 89% under
Pu ≤ φ
cPnx, 0.0 ≤ 17608.368 OK 100% under
(Mux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
(0.397) + (0.001) ≤ 1.0, 0.405 ≤ OK 60% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.04 + (0.397 + 0.008) ≤ 1.0, 0.445 ≤ OK 56% under
Pu / 2φP
n + (M
ux/φ
bM
nx + M
uy/φ
bM
ny) ≤ 1.0
0.0 + (0.397 + 0.008) ≤ 1.0, 0.405 ≤ OK 60% under
End of check of \\.psf\PC\Trabajos Mf 2011\101228 G11-02-3069 Nave Flowserve\G11-02-3069 Nave Flowserve.mfd to LRFD code
Professional Member(993) 3 55 16 39 y 3 55 09 07
INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.
www.indusgenesis.comMúsicos 601, Gaviotas Sur
86090 Villahermosa, Tabasco
VI. Planos estructurales
FECHA: ACOTACIONES:
Centímetros
ESCALA:
PLANO:
E-1SELLOS:
PLANO DE:
CIMENTACION
PROYECTO:
DISEÑO ARQUITECTONICO:DIRECTOR RESPONSABLE DEOBRA:
CORRESPONSABLE ENSEGURIDAD ESTRUCTURAL:
CLAVE DEL PLANO: PROPIETARIO:
UBICACION: MUNICIPIO:*
NAVE flowserver
1:100 PlantaLunes, 14 de Febrero de 2011,12:55:30 PM
Centro, Tabasco
*
*
Plano Génesis 081212.vwxG11-2-3069
* *
E-1 Cimentación.vwx
INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.www.indusgenesis.com
FechaNo. Modificación Aprobó
DETALLES DEL REFUERZO
= 4D = 6D ≥ 6.5 cm = 6D ≥ 6.5 cm = diámetro de la varilla
e
150
Si en una sección se empalma más de la tercera parte del refuerzo,las longitudes de traslapes aumentarán en un 50%.
No se admitirán traslapes en varillas del # 8 o mayores, en estos casos, las varillas se soldarán de acuerdo con el siguiente detalle:
El electrodo será E-7018
Ganchos en estribos y doblezdsLD
b/a ≤ 10b > 30 cm
a a
b c
0.3s
d
ab
e r
L
135°
2.5 5 5 15 25 35 30 25# r a b c
f’c200 250
3 6 6 18 35 45 40 354 8 8 20 40 55 50 455 10 10 25 45 65 60 556 12 15 35 50 75 70 658 16 20 45 60 - - -
10 21 30 65 70 - - -
12 25 40 85 90 - - -
45°Tipo
Tipo45°
Varilla #4
TipoVarilla de
respaldo #4
20
20
Tipo
5/16”Var.
3/8”1/2”5/8”3/4”1”
1 1/4”1 1/2”
ESPECIFICACIONESNOTAS GENERALES• Acotaciones en centímetros y niveles en metros, excepto donde se indique otra unidad.• Para localización y dimensiones de ductos e instalaciones diversas que deberán quedar embebidos seconsultarán los planos arquitectónicos, de instalaciones sanitarias, electromecánicos, etcétera.• Todas las acotaciones y niveles deberán verificarse con los planos arquitectónicos.• Las modificaciones, correcciones o adiciones que sufran estos planos deberán ser aprobados por elDirector Responsable de Obra o el Corresponsable en Seguridad Estructural (CSE) y se indicarán en elcuadro de abajo o se notificarán en la bitácora de obra.• Las juntas de colado, en cualquier elemento de concreto, se ejecutarán a un cuarto del claro yperpendicular a su eje longitudinal.
MATERIALES• Concreto: f’c = 200 kg/cm2 en zapatas, dados y firmes.• Concreto: f’c = 100 kg/cm2 en plantillas de 5 cm de espesor o plástico.• Mortero cemento-arena: f’c = 100 kg/cm2 en para juntas de muros y aplanados, proporción 1:4.• El tamaño máximo del agregado grueso debe ser de 3/4”.• Varillas de refuerzo del #3 al #12 el esfuerzo de fluencia del acero será fy = 4,200 kg/cm2.• Todas las estructuras de acero ASTM A-36, fy=2,530 kg/cm2.• En soldadura manual, para espesores de más de 3 mm se utilizarán electrodos E-7018. Deberá ser revisado y aprobado por el CSE.• En soldadura manual, para espesores iguales o menores a 3 mm se utilizarán electrodos E-6013. Deberá ser revisado y aprobado por el CSE.• Toda soldadura se hará al arco eléctrico. Las soldaduras se harán siguiendo las normas ANSI/AWS D1.1/D1.1M:2002 (American Welding Society). Todas las soldaduras se harán por obreros calificados y certificados por alguna institución.• La construcción de la estructura de concreto debe cumplir con las especificaciones de las NTC-ET (Normas Técnicas Complementarias del Reglamento de Construcciones del Distrito Federal).• La construcción de la estructura de acero debe cumplir con las especificaciones del AISC (American Institute of Steel Construction), LRFD, Third Edition, 2003.
REFUERZO• Salvo que en los planos se indique otra longitud, los recubrimientos libres serán de 2 cm.• Todas las varillas se colocarán en un sólo lecho, excepto donde se indique claramente otra opción y su distancia libre será como mínimo dos veces el diámetro del refuerzo o 1.5 veces el diámetro del agregado grueso máximo.• La separación indicada entre las varillas es de centro a centro.• Los traslapes, ganchos, escuadras, etcétera que no llevan acotaciones se ajustarán a lo indicado en la tabla de DETALLES DEL REFUERZO. Las varillas se rematarán rectas cuando no se indique escuadra o gancho.• La separación de las varillas del armado longitudinal se empezará a contar a partir del paño interior, colocando la primera a la mitad de la separación especificada, excepto cuando se indique claramente otra medida.
NOTAS ADICIONALES
2620
4720
1170
1170
1170
1170
2550
CIMENTACIÓN
Escala 1 : 100
0 100 200 400 600
BA
1
PendientePendiente
LáminaLámina
PendientePendiente
LáminaLámina
Pendiente
Lámina
Pendiente
Lámina
Pendiente
Lámina
200
400
300
E-2A
E-2A
Zapata Z-1
Zapata Z-1
Nivel -1.20 Desplante
Nivel -1.20 Desplante
Nivel -1.20 Desplante
Nivel -1.20 Desplante
Nivel -1.20 Desplante
Losa de cimentación
Losa de cimentación
Nivel ±0.00 N.P.T.
Nivel ±0.00 N.P.T.
Sección S-2
Sección S-2
Muro génesis
Muro génesis Muro génesis
Zapata Z-1
Sección S-1
Muro génesis
Sección S-1
Zapata Z-1
Muro génesis
Sección S-1
Zapata Z-1
Muro génesis
Sección S-1
Zapata Z-1
Sección S-1
Zapata Z-1Zapata Z-1
Sección S-1 Muro génesis
Muro génesis
Muro génesis
Sección S-1
Zapata Z-1
Sección S-1
Zapata Z-1
Sección S-1
Sección S-1
Losa de cimentación
Nivel ±0.00 N.P.T.
2
3
4
5
900
5030
2620
4720
1170
1170
1170
1170
2550
BA
1
2
3
4
5
900
5030
TECHO
Escala 1 : 100
0 100 200 400 600
292.5
292.5
292.5
292.5
292.5
292.5
292.5
292.5
292.5
292.5
292.5
292.5
292.5
292.5
292.5
292.5Armadura A-3
Armadura A-3
Armadura A-1
Armadura A-1
Armadura A-2
Sección S-4
Sección S-1
Zapata Z-1
Zapata Z-1
Sección S-1
Sección S-1
Sección S-1
Sección S-1
Sección S-1
Sección S-1
Sección S-1
Sección S-1
Sección S-1
Armadura A-1
Armadura A-1 Armadura A-1
Armadura A-3
Armadura A-3
Armadura A-2
Sección S-4
Armadura A-2
Sección S-4
Armadura A-2
Sección S-4
127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5 127.5
E-2A
E-2A
255255255255255255255255255255
FECHA: ACOTACIONES:
Centímetros
ESCALA:
PLANO:
E-2SELLOS:
PLANO DE:
CIMENTACION
PROYECTO:
DISEÑO ARQUITECTONICO:DIRECTOR RESPONSABLE DEOBRA:
CORRESPONSABLE ENSEGURIDAD ESTRUCTURAL:
CLAVE DEL PLANO: PROPIETARIO:
UBICACION: MUNICIPIO:
1:50 PlantaLunes, 14 de Febrero de 2011,12:56:40 PM
Centro, Tabasco
*
*
Plano Génesis 081212.vwx
*
E-2 Corte A-A.vwx
INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.www.indusgenesis.com
NAVE flowserver
G11-2-3069
FechaNo. Modificación Aprobó
DETALLES DEL REFUERZO
= 4D = 6D ≥ 6.5 cm = 6D ≥ 6.5 cm = diámetro de la varilla
e
150
Si en una sección se empalma más de la tercera parte del refuerzo,las longitudes de traslapes aumentarán en un 50%.
No se admitirán traslapes en varillas del # 8 o mayores, en estos casos, las varillas se soldarán de acuerdo con el siguiente detalle:
El electrodo será E-7018
Ganchos en estribos y doblezdsLD
b/a ≤ 10b > 30 cm
a a
b c
0.3s
d
ab
e r
L
135°
2.5 5 5 15 25 35 30 25# r a b c
f’c200 250
3 6 6 18 35 45 40 354 8 8 20 40 55 50 455 10 10 25 45 65 60 556 12 15 35 50 75 70 658 16 20 45 60 - - -
10 21 30 65 70 - - -
12 25 40 85 90 - - -
45°Tipo
Tipo45°
Varilla #4
TipoVarilla de
respaldo #4
20
20
Tipo
5/16”Var.
3/8”1/2”5/8”3/4”1”
1 1/4”1 1/2”
ESPECIFICACIONESNOTAS GENERALES• Acotaciones en centímetros y niveles en metros, excepto donde se indique otra unidad.• Para localización y dimensiones de ductos e instalaciones diversas que deberán quedar embebidos seconsultarán los planos arquitectónicos, de instalaciones sanitarias, electromecánicos, etcétera.• Todas las acotaciones y niveles deberán verificarse con los planos arquitectónicos.• Las modificaciones, correcciones o adiciones que sufran estos planos deberán ser aprobados por elDirector Responsable de Obra o el Corresponsable en Seguridad Estructural (CSE) y se indicarán en elcuadro de abajo o se notificarán en la bitácora de obra.• Las juntas de colado, en cualquier elemento de concreto, se ejecutarán a un cuarto del claro yperpendicular a su eje longitudinal.
MATERIALES• Concreto: f’c = 200 kg/cm2 en zapatas, dados y firmes.• Concreto: f’c = 100 kg/cm2 en plantillas de 5 cm de espesor o plástico.• Mortero cemento-arena: f’c = 100 kg/cm2 en para juntas de muros y aplanados, proporción 1:4.• El tamaño máximo del agregado grueso debe ser de 3/4”.• Varillas de refuerzo del #3 al #12 el esfuerzo de fluencia del acero será fy = 4,200 kg/cm2.• Todas las estructuras de acero ASTM A-36, fy=2,530 kg/cm2.• En soldadura manual, para espesores de más de 3 mm se utilizarán electrodos E-7018. Deberá ser revisado y aprobado por el CSE.• En soldadura manual, para espesores iguales o menores a 3 mm se utilizarán electrodos E-6013. Deberá ser revisado y aprobado por el CSE.• Toda soldadura se hará al arco eléctrico. Las soldaduras se harán siguiendo las normas ANSI/AWS D1.1/D1.1M:2002 (American Welding Society). Todas las soldaduras se harán por obreros calificados y certificados por alguna institución.• La construcción de la estructura de concreto debe cumplir con las especificaciones de las NTC-ET (Normas Técnicas Complementarias del Reglamento de Construcciones del Distrito Federal).• La construcción de la estructura de acero debe cumplir con las especificaciones del AISC (American Institute of Steel Construction), LRFD, Third Edition, 2003.
REFUERZO• Salvo que en los planos se indique otra longitud, los recubrimientos libres serán de 2 cm.• Todas las varillas se colocarán en un sólo lecho, excepto donde se indique claramente otra opción y su distancia libre será como mínimo dos veces el diámetro del refuerzo o 1.5 veces el diámetro del agregado grueso máximo.• La separación indicada entre las varillas es de centro a centro.• Los traslapes, ganchos, escuadras, etcétera que no llevan acotaciones se ajustarán a lo indicado en la tabla de DETALLES DEL REFUERZO. Las varillas se rematarán rectas cuando no se indique escuadra o gancho.• La separación de las varillas del armado longitudinal se empezará a contar a partir del paño interior, colocando la primera a la mitad de la separación especificada, excepto cuando se indique claramente otra medida.
NOTAS ADICIONALES
120
1021
120
336.6
1021
1357.6
150 150
CORTE A - A
Escala 1 : 50
0 50 100 200 300
1275852
255
127.5127.5
255
127.5127.5
255
127.5127.5
255
127.5127.5
255
127.5127.5
255
127.5127.5
255
127.5127.5
255
127.5127.5
87.1
87.1
1357.6
336.6
20
Sección S-1
Zapata Z-1
Dado D-1
Sección S-1
Sección S-1
Armadura A-3
Sección S-1
Zapata Z-1
Dado D-1
Sección S-1
Sección S-1
Armadura A-2
Sección S-4
Canalón
Armadura A-2Armadura A-3
Sección S-4
Sección S-4
Armadura A-2
Lámina
Lámina
Armadura A-3
Sección S-4
Armadura A-2Clip Atiesador de
1/4"(0.64)
Armadura A-2
Sección S-4
Armadura A-3
Armadura A-2
Armadura A-2Armadura A-3
Sección S-4
Sección S-4
Armadura A-2
Lámina
Lámina
Armadura A-2Armadura A-2
Sección S-4
Sección S-4Sección S-4
20
FECHA: ACOTACIONES:
Centímetros
ESCALA:
PLANO:
E-3SELLOS:
PLANO DE:
CIMENTACION
PROYECTO:
DISEÑO ARQUITECTONICO:DIRECTOR RESPONSABLE DEOBRA:
CORRESPONSABLE ENSEGURIDAD ESTRUCTURAL:
CLAVE DEL PLANO: PROPIETARIO:
UBICACION: MUNICIPIO:*
VariableLunes, 14 de Febrero de 2011,12:57:15 PM
Centro, Tabasco
*
*
Plano Génesis 081212.vwx
* *
E-3 Elementos.vwx
INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.www.indusgenesis.com
G11-2-3069
FechaNo. Modificación Aprobó
DETALLES DEL REFUERZO
= 4D = 6D ≥ 6.5 cm = 6D ≥ 6.5 cm = diámetro de la varilla
e
150
Si en una sección se empalma más de la tercera parte del refuerzo,las longitudes de traslapes aumentarán en un 50%.
No se admitirán traslapes en varillas del # 8 o mayores, en estos casos, las varillas se soldarán de acuerdo con el siguiente detalle:
El electrodo será E-7018
Ganchos en estribos y doblezdsLD
b/a ≤ 10b > 30 cm
a a
b c
0.3s
d
ab
e r
L
135°
2.5 5 5 15 25 35 30 25# r a b c
f’c200 250
3 6 6 18 35 45 40 354 8 8 20 40 55 50 455 10 10 25 45 65 60 556 12 15 35 50 75 70 658 16 20 45 60 - - -
10 21 30 65 70 - - -
12 25 40 85 90 - - -
45°Tipo
Tipo45°
Varilla #4
TipoVarilla de
respaldo #4
20
20
Tipo
5/16”Var.
3/8”1/2”5/8”3/4”1”
1 1/4”1 1/2”
ESPECIFICACIONESNOTAS GENERALES• Acotaciones en centímetros y niveles en metros, excepto donde se indique otra unidad.• Para localización y dimensiones de ductos e instalaciones diversas que deberán quedar embebidos seconsultarán los planos arquitectónicos, de instalaciones sanitarias, electromecánicos, etcétera.• Todas las acotaciones y niveles deberán verificarse con los planos arquitectónicos.• Las modificaciones, correcciones o adiciones que sufran estos planos deberán ser aprobados por elDirector Responsable de Obra o el Corresponsable en Seguridad Estructural (CSE) y se indicarán en elcuadro de abajo o se notificarán en la bitácora de obra.• Las juntas de colado, en cualquier elemento de concreto, se ejecutarán a un cuarto del claro yperpendicular a su eje longitudinal.
MATERIALES• Concreto: f’c = 200 kg/cm2 en zapatas, dados y firmes.• Concreto: f’c = 100 kg/cm2 en plantillas de 5 cm de espesor o plástico.• Mortero cemento-arena: f’c = 100 kg/cm2 en para juntas de muros y aplanados, proporción 1:4.• El tamaño máximo del agregado grueso debe ser de 3/4”.• Varillas de refuerzo del #3 al #12 el esfuerzo de fluencia del acero será fy = 4,200 kg/cm2.• Todas las estructuras de acero ASTM A-36, fy=2,530 kg/cm2.• En soldadura manual, para espesores de más de 3 mm se utilizarán electrodos E-7018. Deberá ser revisado y aprobado por el CSE.• En soldadura manual, para espesores iguales o menores a 3 mm se utilizarán electrodos E-6013. Deberá ser revisado y aprobado por el CSE.• Toda soldadura se hará al arco eléctrico. Las soldaduras se harán siguiendo las normas ANSI/AWS D1.1/D1.1M:2002 (American Welding Society). Todas las soldaduras se harán por obreros calificados y certificados por alguna institución.• La construcción de la estructura de concreto debe cumplir con las especificaciones de las NTC-ET (Normas Técnicas Complementarias del Reglamento de Construcciones del Distrito Federal).• La construcción de la estructura de acero debe cumplir con las especificaciones del AISC (American Institute of Steel Construction), LRFD, Third Edition, 2003.
REFUERZO• Salvo que en los planos se indique otra longitud, los recubrimientos libres serán de 2 cm.• Todas las varillas se colocarán en un sólo lecho, excepto donde se indique claramente otra opción y su distancia libre será como mínimo dos veces el diámetro del refuerzo o 1.5 veces el diámetro del agregado grueso máximo.• La separación indicada entre las varillas es de centro a centro.• Los traslapes, ganchos, escuadras, etcétera que no llevan acotaciones se ajustarán a lo indicado en la tabla de DETALLES DEL REFUERZO. Las varillas se rematarán rectas cuando no se indique escuadra o gancho.• La separación de las varillas del armado longitudinal se empezará a contar a partir del paño interior, colocando la primera a la mitad de la separación especificada, excepto cuando se indique claramente otra medida.
NOTAS ADICIONALES
50 100
150
50
10
10
20
Zapata Z-1Zapata de 1.50 x 1.50 mAislada de Colindancia
Escala 1:10
Plantilla de concreto
Dado D-1
#3 @ 20
#3 @ 20
Nivel -1.20 Desplante
50
40
12 # 4
Estribos # 3 @ 15
Dado D-1
64.5
64.5
129
64.5 64.5129
11.27
7.461.27
1
12
Vistalateral
Vistafrontal
10
Solera de 1/2x1/8”
Tipo0.4
Tipo0.4
Solera de 1/2x1/8”
Mortero de1 cm de espesor
Malla plafónSegunda capa
MURO GENESISEscala 1 : 10
12
Piso de concretoEscala 1 : 10
ConcretoMalla electrosoldada 66-44
Armadura A-1Escala 1 : 15
7.6
64.8
7.6
80
5.1 145.4 12.3
5.1
141.8
45.00°
90.00°
45.00°
12.3
5.1
Tipo0.5
Tipo0.5
Sección S-2
Sección S-2 Sección S-3
Tipo0.5
Tipo0.5
Sección S-2
Sección S-2 Sección S-3Sección S-3
Armadura A-2Escala 1 : 15
5.1
69.8
5.1
80
3.8 151.5 9.2
3.8
148.8
45.00°
90.00°
45.00°
9.2
3.8
Tipo0.3
Tipo0.3
Sección S-4
Sección S-4 Sección S-5
Tipo0.3
Tipo0.3
Sección S-4
Sección S-4 Sección S-5Sección S-5
Armadura A-3Escala 1 : 15
7.6
64.8
7.6
80
5.1 145.4 12.3
5.1
141.8
45.00°
90.00°
45.00°
12.3
5.1
Tipo0.5
Tipo0.5
Sección S-6
Sección S-6 Sección S-3
Tipo0.5
Tipo0.5
Sección S-6
Sección S-6 Sección S-3Sección S-3
31.3
16.6
1.1
1.1
0.7
Perfil W o IPR de 12 x 30 (pul x lb/pie) [USA]Perfil IR de 305 x 44.5 (mm x kg/m) [México]
Escala 1:3
Sección S-1
7.6
7.6
0.3
Tubo cuadrado PTR o HSS de 3 x 0.125 (pul x pul) [USA]Tubo cuadrado [OR] de 76 x 3.2 (mm x mm) [México]
7.12 kg/mEscala 1:3
Sección S-2
5.1
5.1
0.3
Tubo cuadrado PTR o HSS de 2” Cal. 11 (pul x pul) [USA]Tubo cuadrado [OR] de 51 x 3.2 (mm x mm) [México]
4.54 kg/mEscala 1:3
Sección S-3
3.8
3.8
0.2
Tubo cuadrado PTR o HSS de 1.5” Cal. 14 (pul x pul) [USA]Tubo cuadrado [OR] de 38 x 2.1 (mm x mm) [México]
2.16 kg/mEscala 1:3
Sección S-4
2.5
2.50.2
Tubo cuadrado PTR o HSS de 1” Cal. 14 (pul x pul) [USA]Tubo cuadrado [OR] de 25 x 2.1 (mm x mm) [México]
1.3 kg/mEscala 1:3
Sección S-5
10
2
102
14.1
Clip de 1/4” de espesor
Clip
7.6
7.6
0.6
Tubo cuadrado PTR o HSS de 3 x 0.250 (pul x pul) [USA]Tubo cuadrado [OR] de 76 x 6.4 (mm x mm) [México]
13.11 kg/mEscala 1:3
Sección S-6
2 0.32 0.64 0.96 1.28 1.60 1.92 1.92 2.56 2.88 3.202.5 0.49 0.98 1.47 1.96 2.45 2.94 2.94 3.92 4.41 4.903 0.71 1.42 2.13 2.84 3.55 4.26 4.26 5.68 6.39 7.104 1.27 2.54 3.81 5.08 6.35 7.62 7.62 10.16 11.43 12.705 1.99 3.98 5.97 7.96 9.95 11.94 11.94 15.92 17.91 19.906 2.87 5.74 8.61 11.48 14.35 17.22 17.22 22.96 25.83 28.707 3.87 7.74 11.61 15.48 19.35 23.22 23.22 30.96 34.83 38.708 5.07 10.14 15.21 20.28 25.35 30.42 30.42 40.56 45.63 50.709 6.42 12.84 19.26 25.68 32.10 38.52 38.52 51.36 57.78 64.20
10 7.94 15.88 23.82 31.76 39.70 47.64 47.64 63.52 71.46 79.4011 9.57 19.14 28.71 38.28 47.85 57.42 57.42 76.56 86.13 95.7012 11.40 22.80 34.20 45.60 57.00 68.40 68.40 91.20 ##########
2 0.64 (1/4) 0.251 —2.5 0.79 (5/16) 0.384 2173 0.95 (3/8) 0.557 1504 1.27 (1/2) 0.996 845 1.59 (5/8) 1.56 536 1.91 (3/4) 2.25 377 2.22 (7/8) 3.034 278 2.54 (1) 3.975 219 2.86 (1 1/8) 5.033 17
10 3.18 (1 1/4) 6.225 1311 3.39 (1 3/8) 7.503 1112 3.81 (1 1/2) 8.938 9
VARILLAS CORRUGADAS PARA REFUERZO DE CONCRETO
1No.
No.Peso unit.
kg/m Número aproximado devarillas de 12 m por ton.
Número de varillas
cm. pulg.
Are
a de
ace
ro e
n cm
2
Diámetro nominal
2 3 4 5 6 7 8 9 10
Professional Member (993) 3 55 16 39, Fax 3 55 09 07 [email protected]
INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.www.indusgenesis.com
Ing. Juan Alda soro RoblesMaest ría en Estr uctur as UNAM
Director R esponsable de Obra No. 402Corresponsable en Seguridad Est. No. 402
Pr ofess ion al Member of the AmericanInstitu te of St eel Const ruction ID No. 05474 3
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MEMORIA DE CALCULO
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Lunes, 14 de Febrero de 2011, 4:40:00 PM
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Derechos Reservados © 2003
Las características de esta edición son propiedad delIng. Juan Aldasoro Robles
© Industrias Génesis y Construcciones, S.A de C.V.Músicos 601, Gaviotas Sur
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genes is@indusgenesis .com
INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.
www.indusgenesis.com
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