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Viernes, 21 de Enero de 2011, 1:32:22 PM MEMORIA DE CALCULO INDUSTRIAS GENESIS !CONSTRUYENDO LA OBRA DEL FUTURO...HOY¡ Professional Member NAVE INDUSTRIAL Avenida Diego Montemayor y Reforma Colonia Centro Monterrey, Nuevo León Firma digital IGCSA IGC0304247H0 G10-10-10002: 1590119639351428292926 221232 35611 IWSPKOXCDREAPGNQTAGURBFGUDOQPDBMRLZATEUWHDFMEXUGHCNNJIKF EBROAOKVYYYAMIMMPEQNTVUNCGOBUMUYEEWVNFANUNIP Tel. (81) 83 33 34 53, Cel. 8112694085 [email protected] INDUSTRIAS GENESIS Y CONSTRUCCIONES, S.A DE C.V. www.indusgenesis.com Puerta del Sol 108 Sendero de San Jerónimo 64659 Monterrey, Nuevo León

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Page 1: Memoria de calculo nave industrial 1

Viernes, 21 de Enero de 2011, 1:32:22 PM

MEMORIADE CALCULO

INDUSTRIAS GENESIS!CONSTRUYENDO LA OBRA DEL

FUTURO...HOY¡ Professional Member

NAVE INDUSTRIAL

Avenida Diego Montemayor y ReformaColonia Centro

Monterrey, Nuevo León

Firma digital IGCSA IGC0304247H0 G10-10-10002:1590119639351428292926 221232 35611IWSPKOXCDREAPGNQTAGURBFGUDOQPDBMRLZATEUWHDFMEXUGHCNNJIKFEBROAOKVYYYAMIMMPEQNTVUNCGOBUMUYEEWVNFANUNIP

Tel. (81) 83 33 34 53, Cel. [email protected]

INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.www.indusgenesis.com

Puerta del Sol 108Sendero de San Jerónimo

64659 Monterrey, Nuevo León

Page 2: Memoria de calculo nave industrial 1

Professional Member (81) 83 33 34 53, Celular 81 12 69 40 [email protected]

INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.www.indusgenesis.com

Puerta del Sol 108-1Sendero San Jerónimo

64659 Monterrey, Nuevo León

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

V. Planos estructurales A. Plano E-001 B. Plano E-002 C. Plano E-003 D. Plano E-004 E. Plano E-005 F. Plano E-006

Page 3: Memoria de calculo nave industrial 1

Professional Member

Professional Member (81) 83 33 34 53, Celular 81 12 69 40 [email protected]

INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.www.indusgenesis.com

Puerta del Sol 108-1Sendero San Jerónimo

64659 Monterrey, Nuevo León

I. Información General

Page 4: Memoria de calculo nave industrial 1

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 con base a los criterios de seguridad estructural que se establecen en las Normas Técnicas Complementarias del Reglamento de Construcciones del Distrito Federal.

• En el listado del análisis estructural sólo se muestran las condiciones de carga que rigen al diseño estructural.

• Este trabajo consiste en diseñar una nave industrial a base de zapatas corridas, muros colindante de block, columnas de concreto, Armaduras Génesis principales y secundarias de PTR, entramado de PTR.• Techo de lámina KR-18 o similar con pendiente de 15% en el lado hacia Reforma y 10% de pendiente hacia Montemayor.

NAVE INDUSTRIAL MONTEMAYOR Y REFORMA

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 600 ton/m3 6000 kg/m2Acero estructural ASTM A36 2100000 kg/cm2 2530 kg/cm2Mampostería de block hueco de cemento y arena 8750 kg/cm2 25 kg/cm2

Page 5: Memoria de calculo nave industrial 1

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 Municipio de Monterrey en la tabla de cargas vivas:

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

[email protected]

INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.

www.indusgenesis.com

TechoPara uso como: Techo de lámina con pendiente mayor de 5%. Carga UnidadTecho de lámina 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]

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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.

Page 7: Memoria de calculo nave industrial 1

—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.

Page 8: Memoria de calculo nave industrial 1

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©.

Professional [email protected]

INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.

www.indusgenesis.com

Page 9: Memoria de calculo nave industrial 1

Los análisis y diseños se llevaron a cabo con base a lasdisposiciones del Reglamento de Construcciones para el

Municipio de Monterrey del Estado de Nuevo León.

Músicos 601, Gaviotas Sur86090 Villahermosa, TabascoTel. (993) 3 55 16 39, Fax 3 55 09 07e-Mail: [email protected]

INDUSTRIAS GENESIS!CONSTRUYENDO LA OBRA

DEL FUTURO...HOY¡

Página 6

Professional [email protected]

INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.

www.indusgenesis.com

Puerta del Sol 108-1Sendero San Jerónimo64659 Monterrey, Nuevo LeónTel. (81) 83 33 34 53, Celular 81 12 69 40 85e-Mail: [email protected]

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

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.

Page 10: Memoria de calculo nave industrial 1

Professional Member (81) 83 33 34 53, Celular 81 12 69 40 [email protected]

INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.www.indusgenesis.com

Puerta del Sol 108-1Sendero San Jerónimo

64659 Monterrey, Nuevo León

II. Análisis por viento

Page 11: Memoria de calculo nave industrial 1

MonterreyMunicipio en que está ubicada la estructura:

R1Rugosidad del terreno:

BGrupo en que está clasificada:

grados

1.9 m

Datos para calcular laspresiones de diseño para

cubiertas de cualquier forma

6 m

Techo de

barloventoTecho de so

tavento

Pared de

barloventoParedlateral

Q

Viento normal a las generatrices Viento paralelo a las generatrices

H H

d b

Pared debarlovento

Techo de

barloventoTecho de so

tavento

Pared

lateral

Pared de

sotavento

b d

Q

Viento Viento

Nombre del proyecto:

Página 1

SIConstrucción cerrada:

Nave Montemayor

T4Forma 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

7

a =

18m

Page 12: Memoria de calculo nave industrial 1

ß/4

ß/2

ß/4 ß

b=

a=

Viento

18.00

1.90

m

m

Factores de presión para cubiertas de arco:

H= 6.00 m

-121.9

0.0

0.0

RESULTADOSViernes, 21 de Enero de 2011, 11:42:24 AM

Viento Viento

108.4

-108.4 -94.8

108.4

-54.2 -54.2-94.8

-94.8-94.8

-108.4-108.4

Ubicación de las presiones de diseño

(1) (1)

(2)(2)

(3)

(3)

(4)(5)

(5)

(6)

(7)

108.4

-54.2

-108.4

-94.8

140.0

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:

-94.8

-94.8

-108.4

2kg/m2kg/m2kg/m

2kg/m

2kg/m

2kg/m

km/hFecha:

Caso I. Edificios y construcciones Página 2

168.0Velocidad regional con factor correctivo: km/h

[email protected]

INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.

www.indusgenesis.com

Page 13: Memoria de calculo nave industrial 1

Professional Member (81) 83 33 34 53, Celular 81 12 69 40 [email protected]

INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.www.indusgenesis.com

Puerta del Sol 108-1Sendero San Jerónimo

64659 Monterrey, Nuevo León

III. Análisis estructural

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jueves, 20 de enero de 2011 Page 1

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Page 22: Memoria de calculo nave industrial 1

jueves, 20 de enero de 2011 Page 1

Multiframe4D Version 12.11 X:\Multiframe\Nave Montemayor MF\Nave Montemayor.mfd

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Page 23: Memoria de calculo nave industrial 1
Page 24: Memoria de calculo nave industrial 1
Page 25: Memoria de calculo nave industrial 1
Page 26: Memoria de calculo nave industrial 1

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.

My1Py1

Mz1

Pz1

Mx1

Px1

Los momentos siguenla regla de la mano derecha

Coordenadas

Globales

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 Ix Iy 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 Px Py Pz Mx My MzCargas en los elementos (e)Elemento Tipo Dis. Izquier. 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 Mx My MzSuma de reaccionesRx Ry Rz Mx My MzAcciones en los elementosElemento Con. de carga Px’ Vy’ Vz’ Tx’ My’ Mz’

Page 27: Memoria de calculo nave industrial 1

Project Details

Title: Nave

Client Ing. Eduardo Granados

Site Montemayor, Centro

Building Genesis

Description Nave tipo Genesis

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.

email: monterreyªindusgenesis.com

www.indusgenesis.com

Joint Coordinates

Joint Label x y z Typecm cm cm

194 1024.50 616.20 -158.00 Rigid

196 1024.50 647.80 -474.00 Rigid

198 1024.50 679.40 -790.00 Rigid

200 1024.50 711.00 -1106.00 Rigid

202 1024.50 742.60 -1422.00 Rigid

204 1024.50 774.20 -1738.00 Rigid

217 1138.33 230.00 -1896.00 Rigid

218 1138.33 235.20 0.00 Rigid

219 1138.33 510.00 -1896.00 Rigid

220 1138.33 520.40 0.00 Rigid

221 1138.33 600.40 0.00 Rigid

222 1138.33 790.00 -1896.00 Rigid

225 1195.25 632.00 -316.00 Rigid

226 1195.25 663.60 -632.00 Rigid

227 1195.25 695.20 -948.00 Rigid

228 1195.25 726.80 -1264.00 Rigid

229 1195.25 758.40 -1580.00 Rigid

234 1280.63 552.40 -323.96 Rigid

235 1280.63 584.00 -639.96 Rigid

236 1280.63 615.60 -955.96 Rigid

237 1280.63 647.20 -1271.96 Rigid

238 1280.63 678.80 -1587.96 Rigid

239 1320.47 -50.00 -1896.00 Rigid

240 1320.47 -50.00 0.00 Rigid

241 1366.00 -50.00 -1896.00 Rigid

242 1366.00 -50.00 0.00 Rigid

243 1366.00 -50.03 42.28 Rigid

297 1366.00 230.00 -1896.00 Rigid

298 1366.00 235.00 0.00 Rigid

299 1366.00 234.84 253.67 Rigid

308 1366.00 510.00 -1896.00 Rigid

309 1366.00 520.00 0.00 Rigid

310 1366.00 519.84 253.67 Rigid

319 1366.00 528.70 -86.96 Rigid

320 1366.00 544.50 -244.96 Rigid

321 1366.00 552.40 -323.96 Rigid

322 1366.00 560.30 -402.96 Rigid

323 1366.00 576.10 -560.96 Rigid

324 1366.00 584.00 -639.96 Rigid

325 1366.00 591.90 -718.96 Rigid

326 1366.00 600.40 0.00 Rigid

327 1366.00 600.40 253.67 Rigid

336 1366.00 607.70 -876.96 Rigid

337 1366.00 615.60 -955.96 Rigid

338 1366.00 616.20 -158.00 Rigid

339 1366.00 623.50 -1034.96 Rigid

340 1366.00 632.00 -316.00 Rigid

341 1366.00 639.30 -1192.96 Rigid

342 1366.00 647.20 -1271.96 Rigid

343 1366.00 647.80 -474.00 Rigid

344 1366.00 655.10 -1350.96 Rigid

345 1366.00 663.60 -632.00 Rigid

346 1366.00 670.90 -1508.96 Rigid

347 1366.00 678.80 -1587.96 Rigid

348 1366.00 679.40 -790.00 Rigid

jueves, 20 de enero de 2011 Page 1

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Joint Coordinates (Continued)

Joint Label x y z Typecm cm cm

349 1366.00 686.70 -1666.96 Rigid

350 1366.00 695.20 -948.00 Rigid

351 1366.00 702.50 -1824.96 Rigid

352 1366.00 709.60 -1896.00 Rigid

353 1366.00 711.00 -1106.00 Rigid

354 1366.00 726.80 -1264.00 Rigid

355 1366.00 742.60 -1422.00 Rigid

356 1366.00 758.40 -1580.00 Rigid

357 1366.00 774.20 -1738.00 Rigid

358 1366.00 790.00 -1896.00 Rigid

359 1411.82 526.77 -67.71 Rigid

360 1417.32 -50.00 -1896.00 Rigid

361 1438.18 584.00 -639.96 Rigid

362 1442.75 678.80 -1587.96 Rigid

363 1446.86 615.60 -955.96 Rigid

364 1452.07 647.20 -1271.96 Rigid

365 1458.05 533.32 0.00 Rigid

369 1457.64 613.94 -135.43 Rigid

370 1468.64 -50.00 -1896.00 Rigid

371 1472.92 616.20 -158.00 Rigid

372 1475.61 552.40 -323.96 Rigid

373 1503.46 540.31 -203.14 Rigid

374 1508.56 663.60 -632.00 Rigid

375 1518.74 758.40 -1580.00 Rigid

376 1519.96 -50.00 -1896.00 Rigid

377 1526.43 624.11 -237.08 Rigid

378 1526.38 624.46 0.00 Rigid

379 1526.38 624.46 253.67 Rigid

388 1526.38 695.20 -948.00 Rigid

389 1537.65 625.77 -253.66 Rigid

390 1537.07 726.80 -1264.00 Rigid

391 1549.29 627.49 -270.86 Rigid

392 1571.28 -50.00 -1896.00 Rigid

393 1579.83 632.00 -316.00 Rigid

394 1582.53 584.00 -639.96 Rigid

395 1585.22 552.40 -323.96 Rigid

396 1595.11 553.86 -338.57 Rigid

397 1596.26 678.80 -1587.96 Rigid

398 1608.58 615.60 -955.96 Rigid

399 1618.43 557.37 0.00 Rigid

403 1622.60 -50.00 -1896.00 Rigid

404 1622.60 230.00 -1896.00 Rigid

405 1622.60 510.00 -1896.00 Rigid

406 1622.60 790.00 -1896.00 Rigid

407 1624.22 647.20 -1271.96 Rigid

408 1640.93 641.03 -406.29 Rigid

409 1651.11 663.60 -632.00 Rigid

410 1671.48 758.40 -1580.00 Rigid

411 1673.92 -50.00 -1896.00 Rigid

412 1686.75 567.40 -474.00 Rigid

413 1686.75 647.80 -474.00 Rigid

414 1686.75 648.52 -316.10 Rigid

415 1686.75 648.52 -253.66 Rigid

416 1686.75 648.52 -158.05 Rigid

417 1686.75 648.52 0.00 Rigid

418 1686.75 648.52 152.20 Rigid

439 1686.75 695.20 -948.00 Rigid

440 1698.65 569.16 -491.58 Rigid

441 1698.61 569.40 -409.65 Rigid

442 1698.61 569.40 -245.79 Rigid

443 1698.61 569.40 -81.93 Rigid

444 1698.61 569.40 0.00 Rigid

445 1698.61 569.40 76.10 Rigid

463 1707.50 650.87 -504.66 Rigid

464 1707.50 663.60 -632.00 Rigid

465 1707.50 679.40 -790.00 Rigid

466 1707.50 695.20 -948.00 Rigid

467 1707.50 711.00 -1106.00 Rigid

468 1707.50 726.80 -1264.00 Rigid

469 1709.30 651.13 -507.32 Rigid

470 1708.13 726.80 -1264.00 Rigid

471 1707.50 742.60 -1422.00 Rigid

472 1707.50 758.40 -1580.00 Rigid

jueves, 20 de enero de 2011 Page 2

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Joint Coordinates (Continued)

Joint Label x y z Typecm cm cm

473 1707.50 774.20 -1738.00 Rigid

474 1707.50 790.00 -1896.00 Rigid

475 1725.24 -50.00 -1896.00 Rigid

476 1726.88 584.00 -639.96 Rigid

477 1732.57 654.57 -541.71 Rigid

478 1749.77 678.80 -1587.96 Rigid

479 1770.30 615.60 -955.96 Rigid

480 1776.56 -50.00 -1896.00 Rigid

481 1778.39 580.94 -609.43 Rigid

482 1778.80 581.43 0.00 Rigid

486 1793.67 663.60 -632.00 Rigid

487 1796.36 647.20 -1271.96 Rigid

488 1799.05 584.00 -639.96 Rigid

489 1824.21 668.11 -677.14 Rigid

490 1824.21 758.40 -1580.00 Rigid

491 1827.88 -50.00 -1896.00 Rigid

492 1847.28 671.52 -711.24 Rigid

493 1847.24 671.82 -507.32 Rigid

494 1847.19 672.20 -253.66 Rigid

495 1847.13 672.57 0.00 Rigid

496 1847.13 672.57 253.67 Rigid

505 1847.13 695.20 -948.00 Rigid

506 1870.04 594.49 -744.86 Rigid

507 1879.20 -50.00 -1896.00 Rigid

508 1879.20 230.00 -1896.00 Rigid

509 1879.20 510.00 -1896.00 Rigid

510 1879.20 726.80 -1264.00 Rigid

511 1879.20 790.00 -1896.00 Rigid

512 1880.94 676.50 -760.98 Rigid

513 1900.58 679.40 -790.00 Rigid

514 1903.28 678.80 -1587.96 Rigid

515 1915.86 681.66 -812.57 Rigid

516 1930.52 -50.00 -1896.00 Rigid

517 1932.03 615.60 -955.96 Rigid

518 1939.18 605.49 0.00 Rigid

522 1961.68 608.03 -880.29 Rigid

523 1968.50 647.20 -1271.96 Rigid

524 1976.95 758.40 -1580.00 Rigid

525 1981.84 -50.00 -1896.00 Rigid

526 2007.50 695.20 -948.00 Rigid

527 2007.50 696.63 -790.25 Rigid

528 2007.50 696.63 -760.98 Rigid

529 2007.50 696.63 -632.20 Rigid

530 2007.50 696.63 -507.32 Rigid

531 2007.50 696.63 -474.15 Rigid

532 2007.50 696.63 -316.10 Rigid

533 2007.50 696.63 -253.66 Rigid

534 2007.50 696.63 -158.05 Rigid

535 2007.50 696.63 0.00 Rigid

536 2007.50 696.63 152.20 Rigid

557 2012.89 615.60 -955.96 Rigid

558 2019.50 616.58 -965.73 Rigid

559 2019.36 617.51 -885.25 Rigid

560 2019.36 617.51 -724.30 Rigid

561 2019.36 617.51 -563.34 Rigid

562 2019.36 617.51 -402.39 Rigid

563 2019.36 617.51 -241.43 Rigid

564 2019.36 617.51 -80.48 Rigid

565 2019.36 617.51 0.00 Rigid

566 2019.36 617.51 76.10 Rigid

584 2033.16 -50.00 -1896.00 Rigid

585 2049.00 701.33 -1009.33 Rigid

586 2049.00 711.00 -1106.00 Rigid

587 2049.00 726.80 -1264.00 Rigid

588 2049.00 742.60 -1422.00 Rigid

589 2049.00 758.40 -1580.00 Rigid

590 2049.00 774.20 -1738.00 Rigid

591 2049.00 790.00 -1896.00 Rigid

592 2050.27 726.80 -1264.00 Rigid

593 2053.32 621.57 -1015.71 Rigid

594 2052.60 701.86 -1014.64 Rigid

595 2056.78 678.80 -1587.96 Rigid

596 2084.48 -50.00 -1896.00 Rigid

jueves, 20 de enero de 2011 Page 3

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Page 30: Memoria de calculo nave industrial 1

Joint Coordinates (Continued)

Joint Label x y z Typecm cm cm

597 2099.55 629.54 0.00 Rigid

601 2099.14 708.74 -1083.43 Rigid

602 2114.42 711.00 -1106.00 Rigid

603 2129.69 758.40 -1580.00 Rigid

604 2135.80 -50.00 -1896.00 Rigid

605 2135.80 230.00 -1896.00 Rigid

606 2135.80 510.00 -1896.00 Rigid

607 2135.80 790.00 -1896.00 Rigid

608 2140.65 647.20 -1271.96 Rigid

609 2144.96 635.11 -1151.14 Rigid

610 2168.14 718.94 -1185.39 Rigid

611 2168.10 719.19 -1014.64 Rigid

612 2168.05 719.57 -760.98 Rigid

613 2167.99 719.94 -507.32 Rigid

614 2167.94 720.32 -253.66 Rigid

615 2167.88 720.69 0.00 Rigid

616 2167.88 720.69 253.67 Rigid

625 2187.12 -50.00 -1896.00 Rigid

626 2190.79 722.29 -1218.86 Rigid

627 2210.29 678.80 -1587.96 Rigid

628 2221.33 726.80 -1264.00 Rigid

629 2224.24 727.23 -1268.29 Rigid

630 2226.72 647.20 -1271.96 Rigid

631 2236.61 648.66 -1286.57 Rigid

632 2238.44 -50.00 -1896.00 Rigid

633 2259.93 653.60 0.00 Rigid

637 2282.43 735.83 -1354.29 Rigid

638 2282.43 758.40 -1580.00 Rigid

639 2289.76 -50.00 -1896.00 Rigid

640 2328.25 662.20 -1422.00 Rigid

641 2328.25 742.60 -1422.00 Rigid

642 2328.25 744.69 -1268.30 Rigid

643 2328.25 744.74 -1264.41 Rigid

644 2328.25 744.74 -1106.36 Rigid

645 2328.25 744.74 -1014.64 Rigid

646 2328.25 744.74 -948.30 Rigid

647 2328.25 744.74 -790.25 Rigid

648 2328.25 744.74 -760.98 Rigid

649 2328.25 744.74 -632.20 Rigid

650 2328.25 744.74 -507.32 Rigid

651 2328.25 744.74 -474.15 Rigid

652 2328.25 744.74 -316.10 Rigid

653 2328.25 744.74 -253.66 Rigid

654 2328.25 744.74 -158.05 Rigid

655 2328.25 744.74 0.00 Rigid

656 2328.25 744.74 152.20 Rigid

677 2341.08 -50.00 -1896.00 Rigid

678 2340.35 663.99 -1439.89 Rigid

679 2340.11 665.63 -1359.89 Rigid

680 2340.11 665.63 -1199.90 Rigid

681 2340.11 665.63 -1039.92 Rigid

682 2340.11 665.63 -879.93 Rigid

683 2340.11 665.63 -719.94 Rigid

684 2340.11 665.63 -559.96 Rigid

685 2340.11 665.63 -399.97 Rigid

686 2340.11 665.63 -239.98 Rigid

687 2340.11 665.63 -79.99 Rigid

688 2340.11 665.63 0.00 Rigid

689 2340.11 665.63 76.10 Rigid

707 2363.80 678.80 -1587.96 Rigid

708 2374.07 749.37 -1489.71 Rigid

709 2390.50 751.80 -1513.99 Rigid

710 2390.50 758.40 -1580.00 Rigid

711 2390.50 774.20 -1738.00 Rigid

712 2390.50 790.00 -1896.00 Rigid

713 2392.40 -50.00 -1896.00 Rigid

714 2392.40 230.00 -1896.00 Rigid

715 2392.40 510.00 -1896.00 Rigid

716 2392.40 790.00 -1896.00 Rigid

717 2395.90 752.60 -1521.97 Rigid

718 2419.89 675.74 -1557.43 Rigid

719 2420.30 677.66 0.00 Rigid

723 2435.17 758.40 -1580.00 Rigid

jueves, 20 de enero de 2011 Page 4

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Joint Coordinates (Continued)

Joint Label x y z Typecm cm cm

724 2440.55 678.80 -1587.96 Rigid

725 2443.72 -50.00 -1896.00 Rigid

726 2465.71 762.91 -1625.14 Rigid

727 2488.99 766.35 -1659.54 Rigid

728 2488.96 766.56 -1521.96 Rigid

729 2488.91 766.93 -1268.30 Rigid

730 2488.85 767.30 -1014.64 Rigid

731 2488.80 767.68 -760.98 Rigid

732 2488.74 768.05 -507.32 Rigid

733 2488.69 768.43 -253.66 Rigid

734 2488.63 768.80 0.00 Rigid

735 2488.63 768.80 253.67 Rigid

744 2495.04 -50.00 -1896.00 Rigid

745 2511.54 689.29 -1692.86 Rigid

746 2542.08 774.20 -1738.00 Rigid

747 2546.36 -50.00 -1896.00 Rigid

748 2557.36 776.46 -1760.57 Rigid

749 2580.68 701.71 0.00 Rigid

753 2597.68 -50.00 -1896.00 Rigid

754 2603.18 702.83 -1828.29 Rigid

755 2649.00 -50.00 -1896.00 Rigid

756 2649.00 -50.00 -1850.86 Rigid

757 2649.00 -50.00 -1805.71 Rigid

758 2649.00 -50.00 -1760.57 Rigid

759 2649.00 -50.00 -1715.43 Rigid

760 2649.00 -50.00 -1670.29 Rigid

761 2649.00 -50.00 -1625.14 Rigid

762 2649.00 -50.00 -1580.00 Rigid

763 2649.00 -50.00 -1534.86 Rigid

764 2649.00 -50.00 -1489.71 Rigid

765 2649.00 -50.00 -1444.57 Rigid

766 2649.00 -50.00 -1399.43 Rigid

767 2649.00 -50.00 -1354.29 Rigid

768 2649.00 -50.00 -1309.14 Rigid

769 2649.00 -50.00 -1264.00 Rigid

770 2649.00 -50.00 -1218.86 Rigid

771 2649.00 -50.00 -1173.71 Rigid

772 2649.00 -50.00 -1128.57 Rigid

773 2649.00 -50.00 -1083.43 Rigid

774 2649.00 -50.00 -1038.29 Rigid

775 2649.00 -50.00 -993.14 Rigid

776 2649.00 -50.00 -948.00 Rigid

777 2649.00 -50.00 -902.86 Rigid

778 2649.00 -50.00 -857.71 Rigid

779 2649.00 -50.00 -812.57 Rigid

780 2649.00 -50.00 -767.43 Rigid

781 2649.00 -50.00 -722.29 Rigid

782 2649.00 -50.00 -677.14 Rigid

783 2649.00 -50.00 -632.00 Rigid

784 2649.00 -50.00 -586.86 Rigid

785 2649.00 -50.00 -541.71 Rigid

786 2649.00 -50.00 -496.57 Rigid

787 2649.00 -50.00 -451.43 Rigid

788 2649.00 -50.00 -406.29 Rigid

789 2649.00 -50.00 -361.14 Rigid

790 2649.00 -50.00 -316.00 Rigid

791 2649.00 -50.00 -270.86 Rigid

792 2649.00 -50.00 -225.71 Rigid

793 2649.00 -50.00 -180.57 Rigid

794 2649.00 -50.00 -135.43 Rigid

795 2649.00 -50.00 -90.29 Rigid

796 2649.00 -50.00 -45.14 Rigid

797 2649.00 -50.00 0.00 Rigid

798 2649.00 -50.00 42.28 Rigid

852 2649.00 230.00 -1896.00 Rigid

853 2649.00 230.14 -1625.14 Rigid

854 2649.00 230.27 -1354.29 Rigid

855 2649.00 230.41 -1083.43 Rigid

856 2649.00 230.54 -812.57 Rigid

857 2649.00 230.68 -541.71 Rigid

858 2649.00 230.81 -270.86 Rigid

859 2649.00 234.54 0.00 Rigid

860 2649.00 234.54 253.67 Rigid

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Joint Coordinates (Continued)

Joint Label x y z Typecm cm cm

869 2649.00 510.00 -1896.00 Rigid

870 2649.00 510.27 -1625.14 Rigid

871 2649.00 510.54 -1354.29 Rigid

872 2649.00 510.81 -1083.43 Rigid

873 2649.00 511.09 -812.57 Rigid

874 2649.00 511.36 -541.71 Rigid

875 2649.00 511.63 -270.86 Rigid

876 2649.00 511.83 0.00 Rigid

877 2649.00 511.83 253.67 Rigid

886 2649.00 709.60 -1896.00 Rigid

887 2649.00 711.96 0.00 Rigid

891 2649.00 790.00 -1896.00 Rigid

892 2649.00 790.41 -1625.14 Rigid

893 2649.00 790.56 -1521.96 Rigid

894 2649.00 790.81 -1354.29 Rigid

895 2649.00 790.94 -1268.30 Rigid

896 2649.00 791.22 -1083.43 Rigid

897 2649.00 791.32 -1014.64 Rigid

898 2649.00 791.63 -812.57 Rigid

899 2649.00 791.71 -760.98 Rigid

900 2649.00 792.04 -541.71 Rigid

901 2649.00 792.09 -507.32 Rigid

902 2649.00 792.44 -270.86 Rigid

903 2649.00 792.47 -253.66 Rigid

904 2649.00 792.85 0.00 Rigid

905 2649.00 792.85 253.67 Rigid

1383 2649.00 580.82 -270.44 Rigid

1388 2649.00 265.41 -270.34 Rigid

1465 2649.00 790.80 -720.66 Rigid

1473 2649.00 790.77 -764.19 Rigid

1481 2649.00 790.74 -807.72 Rigid

1489 2649.00 790.71 -851.25 Rigid

1497 2649.00 790.68 -894.78 Rigid

1505 2649.00 790.65 -938.31 Rigid

1513 2649.00 790.62 -981.84 Rigid

1521 2649.00 790.59 -1025.37 Rigid

1529 2649.00 790.56 -1068.91 Rigid

1537 2649.00 790.53 -1112.44 Rigid

1545 2649.00 790.50 -1155.97 Rigid

1553 2649.00 790.47 -1199.50 Rigid

1561 2649.00 790.45 -1243.03 Rigid

1569 2649.00 790.42 -1286.56 Rigid

1577 2649.00 790.39 -1330.09 Rigid

1585 2649.00 790.36 -1373.62 Rigid

1593 2649.00 790.33 -1417.16 Rigid

1601 2649.00 790.30 -1460.69 Rigid

1609 2649.00 790.27 -1504.22 Rigid

1617 2649.00 790.24 -1547.75 Rigid

1625 2649.00 790.21 -1591.28 Rigid

1633 2649.00 790.18 -1634.81 Rigid

1641 2649.00 790.15 -1678.34 Rigid

1649 2649.00 790.12 -1721.88 Rigid

1657 2649.00 790.09 -1765.41 Rigid

1665 2649.00 790.06 -1808.94 Rigid

1673 2649.00 790.03 -1852.47 Rigid

1813 1366.00 600.40 175.62 Rigid

1819 1366.00 600.40 87.81 Rigid

1971 1183.87 600.40 0.00 Rigid

1977 1229.40 600.40 0.00 Rigid

1983 1274.93 600.40 0.00 Rigid

1989 1320.47 600.40 0.00 Rigid

2185 1204.09 790.00 -1896.00 Rigid

2193 1252.25 790.00 -1896.00 Rigid

2201 1300.42 790.00 -1896.00 Rigid

2216 1396.75 790.00 -1896.00 Rigid

2224 1444.91 790.00 -1896.00 Rigid

2232 1493.07 790.00 -1896.00 Rigid

2240 1541.24 790.00 -1896.00 Rigid

2248 1589.40 790.00 -1896.00 Rigid

2258 1622.48 265.00 -1896.00 Rigid

2270 1733.89 790.00 -1896.00 Rigid

2278 1782.05 790.00 -1896.00 Rigid

2286 1830.22 790.00 -1896.00 Rigid

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Joint Coordinates (Continued)

Joint Label x y z Typecm cm cm

2301 1926.55 790.00 -1896.00 Rigid

2309 1974.71 790.00 -1896.00 Rigid

2317 2022.87 790.00 -1896.00 Rigid

2336 2136.04 475.00 -1896.00 Rigid

2339 2167.36 790.00 -1896.00 Rigid

2347 2215.53 790.00 -1896.00 Rigid

2355 2263.69 790.00 -1896.00 Rigid

2363 2311.85 790.00 -1896.00 Rigid

2371 2360.02 790.00 -1896.00 Rigid

2373 2391.93 160.00 -1896.00 Rigid

2375 2391.45 370.00 -1896.00 Rigid

2386 2456.35 790.00 -1896.00 Rigid

2394 2504.51 790.00 -1896.00 Rigid

2402 2552.67 790.00 -1896.00 Rigid

2410 2600.84 790.00 -1896.00 Rigid

Member Geometry

Member Label Joint1 Joint2 Length Slope Orient.cm deg deg

423 194 338 341.50 0.00 0.00

425 196 343 341.50 0.00 0.00

427 198 348 341.50 0.00 0.00

428 200 353 341.50 0.00 0.00

429 202 355 341.50 0.00 0.00

430 204 357 341.50 0.00 0.00

440 217 297 227.67 0.00 0.00

441 218 298 227.67 -0.05 0.00

442 219 308 227.67 0.00 0.00

443 220 309 227.67 -0.10 0.00

444 221 1971 45.53 0.00 0.00

445 222 2185 65.76 0.00 -0.00

446 225 340 170.75 0.00 0.00

447 226 345 170.75 0.00 0.00

448 227 350 170.75 0.00 0.00

449 228 354 170.75 0.00 0.00

450 229 356 170.75 0.00 0.00

453 234 321 85.37 0.00 0.00

454 235 324 85.37 0.00 0.00

455 234 340 116.99 42.87 0.00

456 236 337 85.37 0.00 0.00

457 235 345 116.99 42.87 0.00

458 237 342 85.37 0.00 0.00

459 236 350 116.99 42.87 0.00

460 238 347 85.37 0.00 0.00

461 237 354 116.99 42.87 -0.00

462 238 356 116.99 42.87 -0.00

463 239 241 45.53 0.00 0.00

464 240 242 45.53 0.00 0.00

465 243 242 42.28 0.04 -0.00

519 241 297 280.00 90.00 90.00

520 242 298 285.00 90.00 90.00

530 299 298 253.67 0.04 0.00

539 297 308 280.00 90.00 90.00

540 298 309 285.00 90.00 90.00

550 310 309 253.67 0.04 -0.00

559 309 319 87.39 5.71 -0.00

560 319 320 158.79 5.71 -0.00

561 320 321 79.39 5.71 0.00

562 321 322 79.39 5.71 0.00

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Member Geometry (Continued)

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Member Geometry (Continued)

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915 481 489 119.51 46.83 0.00

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Member Geometry (Continued)

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1002 509 606 256.60 0.00 0.00

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1007 531 530 33.17 0.00 0.00

1008 532 531 158.05 0.00 0.00

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1084 564 563 160.95 0.00 0.00

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Member Geometry (Continued)

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1150 597 615 113.92 53.14 0.00

1154 595 627 153.51 0.00 0.00

1155 604 605 280.00 90.00 0.00

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1166 615 614 253.66 -0.08 0.00

1167 616 615 253.67 0.00 0.00

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1177 597 633 162.17 8.53 0.00

1181 610 626 40.55 4.73 0.00

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1200 613 650 162.17 8.80 -0.00

1201 614 653 162.16 8.66 -0.00

1202 615 655 162.16 8.53 0.00

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Member Geometry (Continued)

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1321 682 681 159.99 0.00 0.00

1322 683 682 159.99 0.00 0.00

1323 684 683 159.99 0.00 0.00

1324 685 684 159.99 0.00 0.00

1325 686 685 159.99 0.00 0.00

1326 687 686 159.99 0.00 0.00

1327 688 687 79.99 0.00 0.00

1328 689 688 76.10 0.00 0.00

1346 640 708 119.51 46.83 0.00

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1348 677 713 51.32 0.00 0.00

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1353 678 718 142.41 4.73 -0.00

1354 688 719 81.09 8.53 0.00

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1359 709 710 66.34 5.71 0.00

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1361 711 712 158.79 5.71 0.00

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1363 714 2375 140.00 89.61 0.00

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1371 645 730 162.18 8.00 -0.00

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1423 714 852 256.60 0.00 0.00

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1427 734 749 113.90 -36.09 0.00

1431 746 748 27.35 4.73 0.00

1432 745 754 164.08 4.73 -0.00

1433 728 893 161.83 8.53 0.00

1434 729 895 161.88 8.53 0.00

1435 730 897 161.94 8.53 0.00

1436 731 899 162.00 8.53 0.00

1437 732 901 162.05 8.53 0.00

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1439 734 904 162.16 8.53 0.00

1449 747 753 51.32 0.00 0.00

1450 748 754 110.03 -42.00 0.00

1451 748 891 164.08 4.73 0.00

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1456 749 904 113.90 53.14 0.00

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Member Geometry (Continued)

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1614 875 874 270.86 -0.06 -0.00

1615 876 875 270.86 -0.04 -0.00

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1626 876 887 200.13 90.00 0.00

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1631 871 894 280.27 90.00 90.00

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1633 873 898 280.54 90.00 90.00

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Member Geometry (Continued)

Member Label Joint1 Joint2 Length Slope Orient.cm deg deg

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1805 2193 2201 48.16 0.00 -0.00

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1808 2224 2232 48.16 0.00 0.00

1809 2232 2240 48.16 0.00 0.00

1810 2240 2248 48.16 0.00 0.00

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1812 2258 405 245.00 89.97 0.00

1813 2270 2278 48.16 0.00 0.00

1814 2278 2286 48.16 0.00 0.00

1815 2286 511 48.98 0.00 0.00

1816 2301 2309 48.16 0.00 0.00

1817 2309 2317 48.16 0.00 0.00

1818 2317 591 26.13 0.00 0.00

1819 2336 606 35.00 89.61 0.00

1820 2339 2347 48.16 0.00 0.00

1821 2347 2355 48.16 0.00 0.00

1822 2355 2363 48.16 0.00 0.00

1823 2363 2371 48.16 0.00 0.00

1824 2371 712 30.48 0.00 0.00

1825 2373 714 70.00 89.61 0.00

1826 2375 715 140.00 89.61 0.00

1827 2386 2394 48.16 0.00 0.00

1828 2394 2402 48.16 0.00 0.00

1829 2402 2410 48.16 0.00 0.00

1830 2410 891 48.16 0.00 0.00

Member Types

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425 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

427 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

428 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

429 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

430 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

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Member Types (Continued)

Member Label Px' Tx' My' Mz' Member Type Self Weight440 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

441 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

442 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

443 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

444 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

445 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

446 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

447 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

448 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

449 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

450 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

453 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

454 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

455 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

456 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

457 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

458 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

459 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

460 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

461 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

462 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

463 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

464 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

465 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

519 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

520 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

530 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

539 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

540 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

550 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

559 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

560 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

561 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

562 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

563 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

573 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

574 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

575 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

576 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

577 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

578 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

579 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

580 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

581 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

582 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

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Member Types (Continued)

Member Label Px' Tx' My' Mz' Member Type Self Weight620 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

649 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

653 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

654 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

655 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

656 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

657 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

658 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

659 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

660 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

661 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

671 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

672 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

673 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

674 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

675 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

676 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

677 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

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

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

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

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Member Types (Continued)

Member Label Px' Tx' My' Mz' Member Type Self Weight723 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

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

744 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

745 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

746 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

747 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

754 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

761 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

762 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

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

837 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

862 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

863 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

864 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

865 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

866 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

867 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

868 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

869 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

870 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

871 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

872 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

873 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

874 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

875 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

882 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

883 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

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Member Types (Continued)

Member Label Px' Tx' My' Mz' Member Type Self Weight887 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

890 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

893 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

896 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

897 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

907 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

908 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

909 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

910 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

911 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

912 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

913 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

914 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

915 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

916 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

917 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

918 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

919 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

923 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

924 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

925 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

926 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

927 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

928 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

929 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

930 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

931 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

940 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

941 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

942 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

946 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

947 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

948 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

949 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

950 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

951 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

952 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

953 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

954 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

955 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

956 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

957 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

958 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

962 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

963 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

964 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

965 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

966 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

967 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

968 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

969 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

979 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

980 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

981 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

982 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

983 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

984 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

985 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

986 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

987 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

988 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

989 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

993 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

997 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

998 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

999 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1000 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1001 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

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Member Types (Continued)

Member Label Px' Tx' My' Mz' Member Type Self Weight1002 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1003 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1004 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1005 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1006 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1007 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1008 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1009 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1010 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1011 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1012 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1033 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1034 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1035 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1036 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1037 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1038 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1039 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1040 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1041 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1042 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1043 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1044 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1045 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1046 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

1086 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

1115 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1116 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

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

1131 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

1154 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1155 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

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Member Types (Continued)

Member Label Px' Tx' My' Mz' Member Type Self Weight1160 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1161 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

1166 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1167 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1176 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1177 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1181 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1182 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1183 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

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

1212 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1213 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1214 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1215 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1216 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1217 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1218 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1219 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1220 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1221 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1225 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1229 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1230 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1231 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1232 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1233 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1234 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1235 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1236 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1237 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1238 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1239 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1240 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1241 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1242 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1243 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1244 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1245 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1246 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1247 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1268 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1269 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1270 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1271 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1272 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1273 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1274 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1275 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1276 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1277 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1278 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1279 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1280 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1281 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1282 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

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Member Types (Continued)

Member Label Px' Tx' My' Mz' Member Type Self Weight1283 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1284 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1285 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1286 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1287 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1317 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1318 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1319 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1320 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1321 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1322 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1323 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1324 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1325 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1326 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1327 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1328 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1346 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1347 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1348 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1349 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1353 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1354 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1358 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1359 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1360 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1361 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1362 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1363 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1364 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1365 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1366 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1367 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1368 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1369 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1370 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1371 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1372 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1373 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1374 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1375 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1385 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1386 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1387 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1388 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1389 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1390 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1391 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1392 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1396 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1397 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1398 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1399 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

1406 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

1417 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

1423 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

1431 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1432 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

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Member Types (Continued)

Member Label Px' Tx' My' Mz' Member Type Self Weight1435 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1436 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1437 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

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

1456 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

1464 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1465 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1466 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1467 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1468 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1469 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1470 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1471 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1472 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1473 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1474 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1475 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1476 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1477 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1478 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1479 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1480 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1481 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1482 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1483 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1484 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1485 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1486 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1487 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1488 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1489 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1490 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1491 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1492 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1493 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1494 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1495 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1496 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1497 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1498 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1499 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1500 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1501 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1502 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1503 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1504 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1505 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

1576 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1577 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1578 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1579 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1580 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1581 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1582 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1583 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1592 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1593 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

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Member Types (Continued)

Member Label Px' Tx' My' Mz' Member Type Self Weight1594 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1595 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1596 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1597 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1598 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1599 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1609 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1610 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1611 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1612 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1613 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1614 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1615 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1616 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1625 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1626 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1630 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1631 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1632 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1633 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1634 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1635 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1642 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1643 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

1703 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1704 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1705 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1706 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1707 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1708 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1709 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1710 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1711 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1712 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1713 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1714 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1715 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1716 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1717 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1718 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1719 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1720 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1721 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1722 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1723 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1724 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1725 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1726 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1727 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1728 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1729 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1730 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1731 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1749 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1750 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1779 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1780 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1781 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1782 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1804 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

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Member Types (Continued)

Member Label Px' Tx' My' Mz' Member Type Self Weight1805 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1806 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1807 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1808 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1809 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1810 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1811 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1812 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1813 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1814 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1815 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1816 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1817 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1818 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1819 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1820 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1821 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1822 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1823 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1824 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1825 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1826 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1827 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1828 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1829 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

1830 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes

Member Sections

Member Label Group Section Length Masscm kg

423 HSS Square PTR 1.5" Cal. 14 341.50 7.35

425 HSS Square PTR 1.5" Cal. 14 341.50 7.35

427 HSS Square PTR 1.5" Cal. 14 341.50 7.35

428 HSS Square PTR 1.5" Cal. 14 341.50 7.35

429 HSS Square PTR 1.5" Cal. 14 341.50 7.35

430 HSS Square PTR 1.5" Cal. 14 341.50 7.35

440 Rec 200 Rec 20x12 227.67 131.14

441 Rec 200 Rec 20x12 227.67 131.14

442 Rec 200 Rec 20x12 227.67 131.14

443 Rec 200 Rec 20x12 227.67 131.14

444 HSS Square PTR 1.5" Cal. 14 45.53 0.98

445 Rec 200 Rec 20x12 65.76 37.88

446 HSS Square PTR 1.5" Cal. 14 170.75 3.68

447 HSS Square PTR 1.5" Cal. 14 170.75 3.68

448 HSS Square PTR 1.5" Cal. 14 170.75 3.68

449 HSS Square PTR 1.5" Cal. 14 170.75 3.68

450 HSS Square PTR 1.5" Cal. 14 170.75 3.68

453 HSS Square PTR 1.5" Cal. 14 85.37 1.84

454 HSS Square PTR 1.5" Cal. 14 85.37 1.84

455 HSS Square PTR 1" Cal. 14 116.99 1.62

456 HSS Square PTR 1.5" Cal. 14 85.37 1.84

457 HSS Square PTR 1" Cal. 14 116.99 1.62

458 HSS Square PTR 1.5" Cal. 14 85.37 1.84

459 HSS Square PTR 1" Cal. 14 116.99 1.62

460 HSS Square PTR 1.5" Cal. 14 85.37 1.84

461 HSS Square PTR 1" Cal. 14 116.99 1.62

462 HSS Square PTR 1" Cal. 14 116.99 1.62

463 Rec 200 Rec 50x25 45.53 136.60

464 Rec 200 Rec 50x25 45.53 136.60

465 Rec 200 Rec 50x25 42.28 126.83

519 Rec 200 Rec 30x30 280.00 604.80

520 Rec 200 Rec 30x30 285.00 615.60

530 Rec 200 Rec 20x12 253.67 146.11

539 Rec 200 Rec 30x30 280.00 604.80

540 Rec 200 Rec 30x30 285.00 615.60

550 Rec 200 Rec 20x12 253.67 146.11

559 HSS Square HSS3x3x1/8 87.39 6.18

560 HSS Square HSS3x3x1/8 158.79 11.22

561 HSS Square HSS3x3x1/8 79.39 5.61

562 HSS Square HSS3x3x1/8 79.39 5.61

563 Rec 200 Rec 30x30 80.40 173.66

573 HSS Square HSS2x2x1/8 112.71 5.12

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Member Sections (Continued)

Member Label Group Section Length Masscm kg

574 HSS Square HSS3x3x1/8 158.79 11.22

575 HSS Square HSS2x2x1/8 112.71 5.12

576 HSS Square HSS3x3x1/8 79.39 5.61

577 HSS Square HSS2x2x1/8 112.71 5.12

578 HSS Square HSS3x3x1/8 79.39 5.61

579 HSS Square HSS2x2x1/8 112.71 5.12

580 HSS Square HSS2x2x1/8 112.71 5.12

581 HSS Square HSS3x3x1/8 158.79 11.22

582 HSS Square PTR 1.5" Cal. 14 78.05 1.68

591 HSS Square HSS2x2x1/8 112.71 5.12

592 HSS Square HSS3x3x1/8 158.79 11.22

593 Rec 200 Rec 30x30 199.60 431.14

594 HSS Square HSS3x3x1/8 79.39 5.61

595 HSS Square HSS2x2x1/8 112.71 5.12

596 HSS Square HSS3x3x1/8 79.39 5.61

597 HSS Square HSS2x2x1/8 112.71 5.12

598 HSS Square HSS3x3x1/8 158.79 11.22

599 HSS Square HSS2x2x1/8 112.71 5.12

600 HSS Square HSS3x3x1/8 158.79 11.22

601 HSS Square HSS2x2x1/8 112.71 5.12

602 HSS Square HSS3x3x1/8 158.79 11.22

603 HSS Square HSS3x3x1/8 79.39 5.61

604 HSS Square HSS2x2x1/8 112.71 5.12

605 HSS Square HSS3x3x1/8 79.39 5.61

606 HSS Square HSS2x2x1/8 112.71 5.12

607 HSS Square HSS3x3x1/8 158.79 11.22

608 HSS Square HSS2x2x1/8 112.71 5.12

609 HSS Square HSS3x3x1/8 158.79 11.22

610 HSS Square HSS2x2x1/8 112.71 5.12

611 HSS Square HSS3x3x1/8 158.79 11.22

612 HSS Square HSS3x3x1/8 79.39 5.61

613 HSS Square HSS2x2x1/8 112.71 5.12

614 HSS Square HSS3x3x1/8 79.39 5.61

615 HSS Square HSS2x2x1/8 112.71 5.12

616 HSS Square HSS3x3x1/8 158.79 11.22

617 HSS Square HSS2x2x1/8 112.71 5.12

618 HSS Square HSS3x3x1/8 158.79 11.22

619 HSS Square HSS2x2x1/8 112.71 5.12

620 HSS Square HSS3x3x1/8 158.79 11.22

621 HSS Square HSS3x3x1/8 71.39 5.05

622 HSS Square HSS2x2x1/8 112.71 5.12

623 HSS Square HSS2x2x1/8 112.71 5.12

624 HSS Square HSS3x3x1/8 158.79 11.22

625 HSS Square HSS2x2x1/8 112.71 5.12

626 HSS Square HSS2x2x1/8 112.71 5.12

627 HSS Square HSS3x3x1/8 158.79 11.22

628 HSS Square HSS2x2x1/8 112.71 5.12

629 HSS Square HSS2x2x1/8 112.71 5.12

630 Rec 200 Rec 30x30 80.40 173.66

631 HSS Square HSS3x3x1/8 158.79 11.22

632 HSS Square HSS3x3x1/8 158.79 11.22

633 HSS Square HSS3x3x1/8 158.79 11.22

634 HSS Square HSS3x3x1/8 82.04 5.80

635 HSS Square HSS2x2x1/8 110.03 4.99

636 Rec 200 Rec 50x25 51.32 153.96

637 HSS Square PTR 1.5" Cal. 14 72.18 1.55

638 HSS Square PTR 1" Cal. 14 107.74 1.49

639 HSS Square PTR 1.5" Cal. 14 76.75 1.65

640 HSS Square PTR 1" Cal. 14 110.86 1.53

641 HSS Square PTR 1.5" Cal. 14 80.86 1.74

642 HSS Square PTR 1" Cal. 14 113.75 1.57

643 HSS Square PTR 1.5" Cal. 14 86.07 1.85

644 HSS Square PTR 1" Cal. 14 117.51 1.63

645 HSS Square HSS3x3x1/8 93.01 6.57

649 HSS Square HSS2x2x1/8 113.90 5.17

653 HSS Square HSS3x3x1/8 164.08 11.60

654 HSS Square PTR 1.5" Cal. 14 106.92 2.30

655 HSS Square PTR 1.5" Cal. 14 109.61 2.36

656 HSS Square PTR 1" Cal. 14 135.70 1.88

657 HSS Square HSS2x2x1/8 119.51 5.42

658 HSS Square PTR 1.5" Cal. 14 142.56 3.07

659 Rec 200 Rec 50x25 51.32 153.96

660 HSS Square PTR 1.5" Cal. 14 152.74 3.29

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Member Sections (Continued)

Member Label Group Section Length Masscm kg

661 HSS Square HSS3x3x1/8 162.17 11.46

671 HSS Square PTR 1.5" Cal. 14 160.38 3.45

672 HSS Square PTR 1.5" Cal. 14 171.07 3.68

673 HSS Square HSS3x3x1/8 164.08 11.60

674 HSS Square HSS3x3x1/8 27.35 1.93

675 HSS Square PTR 1" Cal. 14 106.55 1.47

676 HSS Square PTR 1.5" Cal. 14 213.83 4.60

677 HSS Square HSS2x2x1/8 110.03 4.99

678 HSS Square PTR 1" Cal. 14 110.33 1.53

679 HSS Square PTR 1" Cal. 14 112.79 1.56

680 HSS Square HSS2x2x1/8 113.91 5.17

684 Rec 200 Rec 50x25 51.32 153.96

685 Rec 200 Rec 20x12 256.60 147.80

686 Rec 200 Rec 20x12 256.60 147.80

687 HSS Square PTR 1" Cal. 14 116.72 1.62

688 Rec 200 Rec 20x12 30.75 17.71

689 HSS Square HSS3x3x1/8 95.82 6.77

690 HSS Square PTR 1.5" Cal. 14 144.35 3.11

691 HSS Square PTR 1.5" Cal. 14 153.51 3.30

692 HSS Square HSS2x2x1/8 119.51 5.42

693 HSS Square PTR 1.5" Cal. 14 237.08 5.10

694 HSS Square PTR 1.5" Cal. 14 253.67 5.46

703 HSS Square PTR 1.5" Cal. 14 320.75 6.90

704 HSS Square PTR 1" Cal. 14 131.39 1.82

705 HSS Square PTR 1.5" Cal. 14 161.72 3.48

706 HSS Square PTR 1.5" Cal. 14 109.61 2.36

707 HSS Square HSS3x3x1/8 20.08 1.42

708 HSS Square PTR 1.5" Cal. 14 341.50 7.35

709 HSS Square PTR 1.5" Cal. 14 341.50 7.35

710 HSS Square PTR 1.5" Cal. 14 341.50 7.35

711 HSS Square PTR 1.5" Cal. 14 341.50 7.35

712 HSS Square HSS3x3x1/8 162.17 11.46

716 HSS Square PTR 1.5" Cal. 14 172.14 3.71

717 HSS Square HSS3x3x1/8 146.38 10.35

718 HSS Square HSS3x3x1/8 20.84 1.47

719 Rec 200 Rec 50x25 51.32 153.96

720 HSS Square PTR 1" Cal. 14 108.96 1.51

721 HSS Square PTR 1" Cal. 14 111.40 1.54

722 HSS Square HSS3x3x1/8 54.69 3.87

723 HSS Square PTR 1" Cal. 14 114.71 1.59

724 HSS Square HSS2x2x1/8 110.03 4.99

725 HSS Square HSS2x2x1/8 113.90 5.17

729 HSS Square PTR 1.5" Cal. 14 142.56 3.07

730 HSS Square PTR 1" Cal. 14 118.30 1.64

731 HSS Square HSS3x3x1/8 17.70 1.25

732 HSS Square PTR 1.5" Cal. 14 152.74 3.29

733 Rec 200 Rec 50x25 51.32 153.96

734 HSS Square HSS3x3x1/8 162.16 11.46

744 HSS Square PTR 1.5" Cal. 14 160.38 3.45

745 HSS Square HSS3x3x1/8 109.39 7.73

746 HSS Square PTR 1.5" Cal. 14 150.83 3.25

747 HSS Square HSS2x2x1/8 119.51 5.42

748 HSS Square PTR 1" Cal. 14 105.37 1.46

749 Rec 200 Rec 20x12 280.00 161.28

750 Rec 200 Rec 20x12 35.00 20.16

751 Rec 200 Rec 20x12 280.00 161.28

752 HSS Square PTR 1.5" Cal. 14 170.43 3.67

753 HSS Square PTR 1" Cal. 14 109.80 1.52

754 HSS Square HSS3x3x1/8 164.08 11.60

755 Rec 200 Rec 50x25 51.32 153.96

756 HSS Square PTR 1" Cal. 14 111.85 1.55

757 HSS Square HSS2x2x1/8 113.91 5.17

761 HSS Square PTR 1.5" Cal. 14 144.35 3.11

762 HSS Square HSS3x3x1/8 81.08 5.73

766 HSS Square HSS2x2x1/8 110.03 4.99

767 HSS Square HSS3x3x1/8 82.04 5.80

768 HSS Square PTR 1" Cal. 14 115.94 1.60

769 Rec 200 Rec 20x12 84.90 48.90

770 HSS Square PTR 1.5" Cal. 14 153.51 3.30

771 HSS Square PTR 1.5" Cal. 14 56.39 1.21

772 HSS Square PTR 1.5" Cal. 14 157.90 3.40

773 HSS Square PTR 1.5" Cal. 14 62.44 1.34

774 HSS Square PTR 1.5" Cal. 14 95.61 2.06

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Member Sections (Continued)

Member Label Group Section Length Masscm kg

775 HSS Square PTR 1.5" Cal. 14 158.05 3.40

776 HSS Square PTR 1.5" Cal. 14 152.20 3.28

797 HSS Square PTR 1.5" Cal. 14 161.72 3.48

798 HSS Square PTR 1" Cal. 14 110.18 1.52

799 HSS Square PTR 1.5" Cal. 14 36.02 0.78

800 HSS Square HSS3x3x1/8 21.30 1.51

801 HSS Square PTR 1" Cal. 14 102.12 1.41

802 HSS Square PTR 1" Cal. 14 123.09 1.70

803 HSS Square PTR 1" Cal. 14 106.51 1.47

804 HSS Square PTR 1" Cal. 14 118.74 1.64

805 HSS Square PTR 1" Cal. 14 110.43 1.53

806 HSS Square PTR 1" Cal. 14 114.51 1.58

807 HSS Square PTR 1" Cal. 14 110.42 1.53

837 HSS Square HSS3x3x1/8 37.15 2.63

838 HSS Square PTR 1.5" Cal. 14 20.75 0.45

839 Rec 200 Rec 50x25 51.32 153.96

840 HSS Square PTR 1.5" Cal. 14 81.93 1.76

841 HSS Square PTR 1.5" Cal. 14 163.86 3.53

842 HSS Square PTR 1.5" Cal. 14 163.86 3.53

843 HSS Square PTR 1.5" Cal. 14 81.93 1.76

844 HSS Square PTR 1.5" Cal. 14 76.10 1.64

862 HSS Square HSS3x3x1/8 3.22 0.23

863 HSS Square PTR 1.5" Cal. 14 127.97 2.75

864 HSS Square PTR 1.5" Cal. 14 158.79 3.42

865 HSS Square PTR 1.5" Cal. 14 158.79 3.42

866 HSS Square PTR 1.5" Cal. 14 158.79 3.42

867 HSS Square PTR 1.5" Cal. 14 158.79 3.42

868 HSS Square PTR 1.5" Cal. 14 0.63 0.01

869 HSS Square PTR 1.5" Cal. 14 158.79 3.42

870 HSS Square PTR 1.5" Cal. 14 158.79 3.42

871 HSS Square PTR 1.5" Cal. 14 158.79 3.42

872 HSS Square PTR 1.5" Cal. 14 158.79 3.42

873 HSS Square HSS2x2x1/8 119.51 5.42

874 HSS Square PTR 1.5" Cal. 14 172.14 3.71

875 HSS Square PTR 1" Cal. 14 111.93 1.55

876 HSS Square HSS3x3x1/8 41.67 2.95

877 HSS Square PTR 1" Cal. 14 115.68 1.60

878 HSS Square HSS2x2x1/8 113.90 5.17

882 HSS Square HSS3x3x1/8 142.78 10.09

883 HSS Square HSS3x3x1/8 81.09 5.73

887 Rec 200 Rec 50x25 51.32 153.96

888 Rec 200 Rec 20x12 256.60 147.80

889 Rec 200 Rec 20x12 256.60 147.80

890 HSS Square PTR 1.5" Cal. 14 86.17 1.85

891 HSS Square PTR 1" Cal. 14 119.09 1.65

892 HSS Square HSS2x2x1/8 110.03 4.99

893 HSS Square PTR 1" Cal. 14 104.21 1.44

894 HSS Square PTR 1.5" Cal. 14 72.18 1.55

895 HSS Square HSS3x3x1/8 109.39 7.73

896 HSS Square PTR 1.5" Cal. 14 162.17 3.49

897 HSS Square HSS3x3x1/8 162.17 11.46

907 HSS Square PTR 1.5" Cal. 14 116.71 2.51

908 HSS Square PTR 1.5" Cal. 14 139.49 3.00

909 HSS Square PTR 1.5" Cal. 14 139.62 3.01

910 HSS Square PTR 1" Cal. 14 109.28 1.51

911 HSS Square HSS3x3x1/8 36.99 2.61

912 HSS Square PTR 1.5" Cal. 14 171.07 3.68

913 Rec 200 Rec 20x12 26.39 15.20

914 Rec 200 Rec 50x25 51.32 153.96

915 HSS Square HSS2x2x1/8 119.51 5.42

916 HSS Square PTR 1.5" Cal. 14 193.08 4.16

917 HSS Square PTR 1" Cal. 14 110.91 1.53

918 HSS Square HSS3x3x1/8 54.69 3.87

919 HSS Square HSS2x2x1/8 113.91 5.17

923 HSS Square PTR 1.5" Cal. 14 153.51 3.30

924 HSS Square HSS3x3x1/8 127.09 8.98

925 HSS Square HSS3x3x1/8 41.31 2.92

926 HSS Square PTR 1" Cal. 14 115.16 1.59

927 HSS Square HSS2x2x1/8 110.03 4.99

928 HSS Square PTR 1.5" Cal. 14 203.92 4.39

929 HSS Square PTR 1.5" Cal. 14 253.66 5.46

930 HSS Square PTR 1.5" Cal. 14 253.66 5.46

931 HSS Square PTR 1.5" Cal. 14 253.67 5.46

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Member Sections (Continued)

Member Label Group Section Length Masscm kg

940 HSS Square PTR 1.5" Cal. 14 161.72 3.48

941 Rec 200 Rec 50x25 51.32 153.96

942 HSS Square HSS3x3x1/8 162.17 11.46

946 HSS Square HSS3x3x1/8 60.26 4.26

947 HSS Square PTR 1" Cal. 14 112.47 1.56

948 Rec 200 Rec 20x12 280.00 161.28

949 Rec 200 Rec 20x12 280.00 161.28

950 Rec 200 Rec 20x12 280.00 161.28

951 HSS Square PTR 1.5" Cal. 14 341.50 7.35

952 HSS Square PTR 1.5" Cal. 14 341.50 7.35

953 HSS Square PTR 1.5" Cal. 14 341.50 7.35

954 HSS Square PTR 1.5" Cal. 14 172.14 3.71

955 HSS Square PTR 1" Cal. 14 116.65 1.61

956 HSS Square HSS3x3x1/8 35.16 2.49

957 HSS Square HSS2x2x1/8 119.51 5.42

958 HSS Square HSS2x2x1/8 113.90 5.17

962 HSS Square PTR 1.5" Cal. 14 152.74 3.29

963 Rec 200 Rec 50x25 51.32 153.96

964 HSS Square HSS3x3x1/8 27.35 1.93

965 HSS Square HSS3x3x1/8 164.08 11.60

966 HSS Square PTR 1" Cal. 14 119.89 1.66

967 HSS Square PTR 1.5" Cal. 14 162.17 3.49

968 HSS Square PTR 1.5" Cal. 14 162.17 3.49

969 HSS Square HSS3x3x1/8 162.16 11.46

979 HSS Square PTR 1.5" Cal. 14 160.38 3.45

980 HSS Square HSS2x2x1/8 110.03 4.99

981 HSS Square PTR 1" Cal. 14 108.75 1.50

982 HSS Square PTR 1.5" Cal. 14 128.15 2.76

983 Rec 200 Rec 50x25 51.32 153.96

984 HSS Square HSS3x3x1/8 164.08 11.60

985 HSS Square PTR 1.5" Cal. 14 169.80 3.66

986 Rec 200 Rec 20x12 47.35 27.27

987 HSS Square PTR 1" Cal. 14 109.98 1.52

988 HSS Square PTR 1.5" Cal. 14 80.86 1.74

989 HSS Square HSS2x2x1/8 113.90 5.17

993 HSS Square HSS3x3x1/8 81.08 5.73

997 HSS Square PTR 1.5" Cal. 14 153.51 3.30

998 HSS Square HSS2x2x1/8 119.51 5.42

999 HSS Square HSS3x3x1/8 91.69 6.48

1000 Rec 200 Rec 50x25 51.32 153.96

1001 Rec 200 Rec 20x12 256.60 147.80

1002 Rec 200 Rec 20x12 256.60 147.80

1003 HSS Square PTR 1.5" Cal. 14 157.75 3.40

1004 HSS Square PTR 1.5" Cal. 14 29.28 0.63

1005 HSS Square PTR 1.5" Cal. 14 128.78 2.77

1006 HSS Square PTR 1.5" Cal. 14 124.88 2.69

1007 HSS Square PTR 1.5" Cal. 14 33.17 0.71

1008 HSS Square PTR 1.5" Cal. 14 158.05 3.40

1009 HSS Square PTR 1.5" Cal. 14 62.44 1.34

1010 HSS Square PTR 1.5" Cal. 14 95.61 2.06

1011 HSS Square PTR 1.5" Cal. 14 158.05 3.40

1012 HSS Square PTR 1.5" Cal. 14 152.20 3.28

1033 HSS Square PTR 1" Cal. 14 114.39 1.58

1034 HSS Square PTR 1" Cal. 14 100.57 1.39

1035 HSS Square PTR 1" Cal. 14 124.20 1.72

1036 HSS Square PTR 1" Cal. 14 103.69 1.43

1037 HSS Square PTR 1" Cal. 14 121.99 1.69

1038 HSS Square PTR 1" Cal. 14 105.56 1.46

1039 HSS Square PTR 1" Cal. 14 119.81 1.66

1040 HSS Square PTR 1" Cal. 14 107.48 1.49

1041 HSS Square PTR 1" Cal. 14 117.67 1.63

1042 HSS Square PTR 1" Cal. 14 109.44 1.51

1043 HSS Square PTR 1" Cal. 14 115.56 1.60

1044 HSS Square PTR 1" Cal. 14 111.44 1.54

1045 HSS Square PTR 1" Cal. 14 113.48 1.57

1046 HSS Square PTR 1" Cal. 14 110.42 1.53

1076 HSS Square PTR 1.5" Cal. 14 72.05 1.55

1077 HSS Square HSS3x3x1/8 11.84 0.84

1078 HSS Square PTR 1" Cal. 14 113.02 1.56

1079 HSS Square PTR 1.5" Cal. 14 80.48 1.73

1080 HSS Square PTR 1.5" Cal. 14 160.95 3.46

1081 HSS Square PTR 1.5" Cal. 14 160.95 3.46

1082 HSS Square PTR 1.5" Cal. 14 160.95 3.46

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Member Sections (Continued)

Member Label Group Section Length Masscm kg

1083 HSS Square PTR 1.5" Cal. 14 160.96 3.46

1084 HSS Square PTR 1.5" Cal. 14 160.95 3.46

1085 HSS Square PTR 1.5" Cal. 14 80.48 1.73

1086 HSS Square PTR 1.5" Cal. 14 76.10 1.64

1104 HSS Square HSS3x3x1/8 74.30 5.25

1105 HSS Square HSS2x2x1/8 110.03 4.99

1106 HSS Square HSS3x3x1/8 60.56 4.28

1107 HSS Square PTR 1.5" Cal. 14 97.15 2.09

1108 HSS Square PTR 1.5" Cal. 14 158.79 3.42

1109 HSS Square PTR 1.5" Cal. 14 1.27 0.03

1110 HSS Square PTR 1.5" Cal. 14 158.79 3.42

1111 HSS Square PTR 1.5" Cal. 14 158.79 3.42

1112 HSS Square PTR 1.5" Cal. 14 158.79 3.42

1113 HSS Square PTR 1.5" Cal. 14 158.79 3.42

1114 HSS Square HSS3x3x1/8 6.44 0.45

1115 HSS Square PTR 1.5" Cal. 14 172.14 3.71

1116 HSS Square HSS2x2x1/8 113.90 5.17

1120 Rec 200 Rec 50x25 51.32 153.96

1121 HSS Square HSS3x3x1/8 81.09 5.73

1125 HSS Square HSS2x2x1/8 119.51 5.42

1126 HSS Square HSS3x3x1/8 83.34 5.89

1127 HSS Square PTR 1.5" Cal. 14 65.42 1.41

1128 HSS Square PTR 1.5" Cal. 14 162.18 3.49

1129 HSS Square PTR 1.5" Cal. 14 162.17 3.49

1130 HSS Square PTR 1.5" Cal. 14 162.17 3.49

1131 HSS Square HSS3x3x1/8 162.17 11.46

1141 HSS Square PTR 1.5" Cal. 14 80.69 1.74

1142 HSS Square PTR 1" Cal. 14 108.24 1.50

1143 Rec 200 Rec 20x12 86.80 50.00

1144 HSS Square PTR 1" Cal. 14 120.70 1.67

1145 HSS Square HSS3x3x1/8 164.08 11.60

1146 HSS Square HSS3x3x1/8 27.35 1.93

1147 Rec 200 Rec 50x25 51.32 153.96

1148 HSS Square PTR 1.5" Cal. 14 116.80 2.51

1149 HSS Square HSS2x2x1/8 110.03 4.99

1150 HSS Square HSS2x2x1/8 113.92 5.17

1154 HSS Square PTR 1.5" Cal. 14 153.51 3.30

1155 Rec 200 Rec 20x12 280.00 161.28

1156 Rec 200 Rec 20x12 245.00 141.12

1157 Rec 200 Rec 20x12 280.00 161.28

1158 HSS Square PTR 1.5" Cal. 14 171.07 3.68

1159 HSS Square HSS3x3x1/8 96.19 6.80

1160 Rec 200 Rec 50x25 51.32 153.96

1161 HSS Square HSS2x2x1/8 119.51 5.42

1162 HSS Square PTR 1.5" Cal. 14 170.75 3.68

1163 HSS Square PTR 1.5" Cal. 14 253.66 5.46

1164 HSS Square PTR 1.5" Cal. 14 253.66 5.46

1165 HSS Square PTR 1.5" Cal. 14 253.66 5.46

1166 HSS Square PTR 1.5" Cal. 14 253.66 5.46

1167 HSS Square PTR 1.5" Cal. 14 253.67 5.46

1176 HSS Square PTR 1" Cal. 14 113.56 1.57

1177 HSS Square HSS3x3x1/8 162.17 11.46

1181 HSS Square HSS3x3x1/8 40.55 2.87

1182 HSS Square PTR 1" Cal. 14 113.62 1.57

1183 HSS Square PTR 1.5" Cal. 14 86.07 1.85

1184 HSS Square HSS3x3x1/8 146.38 10.35

1185 HSS Square PTR 1.5" Cal. 14 279.25 6.01

1186 HSS Square HSS3x3x1/8 54.69 3.87

1187 HSS Square PTR 1.5" Cal. 14 152.74 3.29

1188 Rec 200 Rec 50x25 51.32 153.96

1189 HSS Square HSS2x2x1/8 110.03 4.99

1190 HSS Square HSS2x2x1/8 113.90 5.17

1194 HSS Square PTR 1.5" Cal. 14 341.50 7.35

1195 HSS Square HSS3x3x1/8 5.20 0.37

1196 HSS Square HSS3x3x1/8 17.70 1.25

1197 HSS Square PTR 1" Cal. 14 107.72 1.49

1198 HSS Square PTR 1.5" Cal. 14 162.17 3.49

1199 HSS Square PTR 1.5" Cal. 14 162.17 3.49

1200 HSS Square PTR 1.5" Cal. 14 162.17 3.49

1201 HSS Square PTR 1.5" Cal. 14 162.16 3.49

1202 HSS Square HSS3x3x1/8 162.16 11.46

1212 HSS Square HSS3x3x1/8 104.19 7.36

1213 HSS Square HSS2x2x1/8 119.51 5.42

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Member Sections (Continued)

Member Label Group Section Length Masscm kg

1214 Rec 200 Rec 50x25 51.32 153.96

1215 Rec 200 Rec 20x12 256.60 147.80

1216 Rec 200 Rec 20x12 256.60 147.80

1217 Rec 200 Rec 20x12 31.56 18.18

1218 HSS Square PTR 1.5" Cal. 14 105.47 2.27

1219 HSS Square HSS3x3x1/8 164.08 11.60

1220 HSS Square PTR 1.5" Cal. 14 153.51 3.30

1221 HSS Square HSS2x2x1/8 113.90 5.17

1225 HSS Square HSS3x3x1/8 81.08 5.73

1229 HSS Square HSS2x2x1/8 110.03 4.99

1230 HSS Square HSS3x3x1/8 82.04 5.80

1231 Rec 200 Rec 50x25 51.32 153.96

1232 HSS Square PTR 1" Cal. 14 114.11 1.58

1233 HSS Square PTR 1.5" Cal. 14 153.71 3.31

1234 HSS Square PTR 1.5" Cal. 14 3.90 0.08

1235 HSS Square PTR 1.5" Cal. 14 158.05 3.40

1236 HSS Square PTR 1.5" Cal. 14 91.72 1.97

1237 HSS Square PTR 1.5" Cal. 14 66.33 1.43

1238 HSS Square PTR 1.5" Cal. 14 158.05 3.40

1239 HSS Square PTR 1.5" Cal. 14 29.28 0.63

1240 HSS Square PTR 1.5" Cal. 14 128.78 2.77

1241 HSS Square PTR 1.5" Cal. 14 124.88 2.69

1242 HSS Square PTR 1.5" Cal. 14 33.17 0.71

1243 HSS Square PTR 1.5" Cal. 14 158.05 3.40

1244 HSS Square PTR 1.5" Cal. 14 62.44 1.34

1245 HSS Square PTR 1.5" Cal. 14 95.61 2.06

1246 HSS Square PTR 1.5" Cal. 14 158.05 3.40

1247 HSS Square PTR 1.5" Cal. 14 152.20 3.28

1268 HSS Square HSS3x3x1/8 21.67 1.53

1269 HSS Square PTR 1" Cal. 14 99.61 1.38

1270 HSS Square PTR 1" Cal. 14 124.56 1.72

1271 HSS Square PTR 1" Cal. 14 102.76 1.42

1272 HSS Square PTR 1" Cal. 14 123.09 1.70

1273 HSS Square PTR 1" Cal. 14 103.99 1.44

1274 HSS Square PTR 1" Cal. 14 121.62 1.68

1275 HSS Square PTR 1" Cal. 14 105.23 1.46

1276 HSS Square PTR 1" Cal. 14 120.17 1.66

1277 HSS Square PTR 1" Cal. 14 106.50 1.47

1278 HSS Square PTR 1" Cal. 14 118.73 1.64

1279 HSS Square PTR 1" Cal. 14 107.79 1.49

1280 HSS Square PTR 1" Cal. 14 117.31 1.62

1281 HSS Square PTR 1" Cal. 14 109.10 1.51

1282 HSS Square PTR 1" Cal. 14 115.90 1.60

1283 HSS Square PTR 1" Cal. 14 110.42 1.53

1284 HSS Square PTR 1" Cal. 14 114.51 1.58

1285 HSS Square PTR 1" Cal. 14 111.77 1.55

1286 HSS Square PTR 1" Cal. 14 113.13 1.57

1287 HSS Square PTR 1" Cal. 14 110.41 1.53

1317 HSS Square PTR 1.5" Cal. 14 108.07 2.33

1318 HSS Square PTR 1.5" Cal. 14 80.01 1.72

1319 HSS Square PTR 1.5" Cal. 14 159.99 3.44

1320 HSS Square PTR 1.5" Cal. 14 159.99 3.44

1321 HSS Square PTR 1.5" Cal. 14 159.99 3.44

1322 HSS Square PTR 1.5" Cal. 14 159.99 3.44

1323 HSS Square PTR 1.5" Cal. 14 159.99 3.44

1324 HSS Square PTR 1.5" Cal. 14 159.99 3.44

1325 HSS Square PTR 1.5" Cal. 14 159.99 3.44

1326 HSS Square PTR 1.5" Cal. 14 159.99 3.44

1327 HSS Square PTR 1.5" Cal. 14 79.99 1.72

1328 HSS Square PTR 1.5" Cal. 14 76.10 1.64

1346 HSS Square HSS2x2x1/8 119.51 5.42

1347 HSS Square HSS3x3x1/8 82.04 5.80

1348 Rec 200 Rec 50x25 51.32 153.96

1349 HSS Square HSS2x2x1/8 113.90 5.17

1353 HSS Square HSS3x3x1/8 142.41 10.07

1354 HSS Square HSS3x3x1/8 81.09 5.73

1358 HSS Square HSS3x3x1/8 29.41 2.08

1359 HSS Square PTR 1.5" Cal. 14 66.34 1.43

1360 HSS Square PTR 1.5" Cal. 14 158.79 3.42

1361 HSS Square PTR 1.5" Cal. 14 158.79 3.42

1362 Rec 200 Rec 20x12 210.00 120.96

1363 Rec 200 Rec 20x12 140.00 80.64

1364 Rec 200 Rec 20x12 280.00 161.28

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Member Sections (Continued)

Member Label Group Section Length Masscm kg

1365 Rec 200 Rec 20x12 1.90 1.09

1366 HSS Square HSS3x3x1/8 9.66 0.68

1367 HSS Square HSS2x2x1/8 110.03 4.99

1368 HSS Square PTR 1" Cal. 14 107.20 1.48

1369 HSS Square PTR 1.5" Cal. 14 76.75 1.65

1370 HSS Square PTR 1.5" Cal. 14 162.19 3.49

1371 HSS Square PTR 1.5" Cal. 14 162.18 3.49

1372 HSS Square PTR 1.5" Cal. 14 162.18 3.49

1373 HSS Square PTR 1.5" Cal. 14 162.17 3.49

1374 HSS Square PTR 1.5" Cal. 14 162.17 3.49

1375 HSS Square HSS3x3x1/8 162.17 11.46

1385 HSS Square PTR 1.5" Cal. 14 44.67 0.96

1386 HSS Square HSS3x3x1/8 70.31 4.97

1387 Rec 200 Rec 50x25 51.32 153.96

1388 HSS Square HSS3x3x1/8 36.99 2.61

1389 HSS Square HSS2x2x1/8 119.51 5.42

1390 HSS Square PTR 1.5" Cal. 14 94.11 2.03

1391 HSS Square HSS3x3x1/8 54.69 3.87

1392 HSS Square HSS2x2x1/8 113.91 5.17

1396 HSS Square PTR 1.5" Cal. 14 151.58 3.26

1397 Rec 200 Rec 50x25 51.32 153.96

1398 HSS Square HSS3x3x1/8 127.09 8.98

1399 HSS Square HSS3x3x1/8 41.68 2.95

1400 HSS Square HSS2x2x1/8 110.03 4.99

1401 HSS Square PTR 1.5" Cal. 14 137.58 2.96

1402 HSS Square PTR 1.5" Cal. 14 253.66 5.46

1403 HSS Square PTR 1.5" Cal. 14 253.66 5.46

1404 HSS Square PTR 1.5" Cal. 14 253.66 5.46

1405 HSS Square PTR 1.5" Cal. 14 253.66 5.46

1406 HSS Square PTR 1.5" Cal. 14 253.66 5.46

1407 HSS Square PTR 1.5" Cal. 14 253.66 5.46

1408 HSS Square PTR 1.5" Cal. 14 253.67 5.46

1417 HSS Square HSS3x3x1/8 162.17 11.46

1421 HSS Square HSS3x3x1/8 95.06 6.72

1422 Rec 200 Rec 50x25 51.32 153.96

1423 Rec 200 Rec 20x12 256.60 147.80

1424 Rec 200 Rec 20x12 256.60 147.80

1425 Rec 200 Rec 20x12 63.95 36.83

1426 HSS Square HSS2x2x1/8 119.51 5.42

1427 HSS Square HSS2x2x1/8 113.90 5.17

1431 HSS Square HSS3x3x1/8 27.35 1.93

1432 HSS Square HSS3x3x1/8 164.08 11.60

1433 HSS Square PTR 1.5" Cal. 14 161.83 3.48

1434 HSS Square PTR 1.5" Cal. 14 161.88 3.48

1435 HSS Square PTR 1.5" Cal. 14 161.94 3.49

1436 HSS Square PTR 1.5" Cal. 14 162.00 3.49

1437 HSS Square PTR 1.5" Cal. 14 162.05 3.49

1438 HSS Square PTR 1.5" Cal. 14 162.11 3.49

1439 HSS Square HSS3x3x1/8 162.16 11.46

1449 Rec 200 Rec 50x25 51.32 153.96

1450 HSS Square HSS2x2x1/8 110.03 4.99

1451 HSS Square HSS3x3x1/8 164.08 11.60

1452 HSS Square HSS3x3x1/8 69.08 4.88

1456 HSS Square HSS2x2x1/8 113.90 5.17

1460 Rec 200 Rec 50x25 51.32 153.96

1461 HSS Square HSS3x3x1/8 82.04 5.80

1462 HSS Square HSS2x2x1/8 119.51 5.42

1463 Rec 200 Rec 50x25 45.14 135.43

1464 Rec 200 Rec 50x25 45.14 135.43

1465 Rec 200 Rec 50x25 45.14 135.43

1466 Rec 200 Rec 50x25 45.14 135.43

1467 Rec 200 Rec 50x25 45.14 135.43

1468 Rec 200 Rec 50x25 45.14 135.43

1469 Rec 200 Rec 50x25 45.14 135.43

1470 Rec 200 Rec 50x25 45.14 135.43

1471 Rec 200 Rec 50x25 45.14 135.43

1472 Rec 200 Rec 50x25 45.14 135.43

1473 Rec 200 Rec 50x25 45.14 135.43

1474 Rec 200 Rec 50x25 45.14 135.43

1475 Rec 200 Rec 50x25 45.14 135.43

1476 Rec 200 Rec 50x25 45.14 135.43

1477 Rec 200 Rec 50x25 45.14 135.43

1478 Rec 200 Rec 50x25 45.14 135.43

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Member Sections (Continued)

Member Label Group Section Length Masscm kg

1479 Rec 200 Rec 50x25 45.14 135.43

1480 Rec 200 Rec 50x25 45.14 135.43

1481 Rec 200 Rec 50x25 45.14 135.43

1482 Rec 200 Rec 50x25 45.14 135.43

1483 Rec 200 Rec 50x25 45.14 135.43

1484 Rec 200 Rec 50x25 45.14 135.43

1485 Rec 200 Rec 50x25 45.14 135.43

1486 Rec 200 Rec 50x25 45.14 135.43

1487 Rec 200 Rec 50x25 45.14 135.43

1488 Rec 200 Rec 50x25 45.14 135.43

1489 Rec 200 Rec 50x25 45.14 135.43

1490 Rec 200 Rec 50x25 45.14 135.43

1491 Rec 200 Rec 50x25 45.14 135.43

1492 Rec 200 Rec 50x25 45.14 135.43

1493 Rec 200 Rec 50x25 45.14 135.43

1494 Rec 200 Rec 50x25 45.14 135.43

1495 Rec 200 Rec 50x25 45.14 135.43

1496 Rec 200 Rec 50x25 45.14 135.43

1497 Rec 200 Rec 50x25 45.14 135.43

1498 Rec 200 Rec 50x25 45.14 135.43

1499 Rec 200 Rec 50x25 45.14 135.43

1500 Rec 200 Rec 50x25 45.14 135.43

1501 Rec 200 Rec 50x25 45.14 135.43

1502 Rec 200 Rec 50x25 45.14 135.43

1503 Rec 200 Rec 50x25 45.14 135.43

1504 Rec 200 Rec 50x25 45.14 135.43

1505 Rec 200 Rec 50x25 42.28 126.83

1559 Rec 200 Rec 30x30 280.00 604.80

1560 Rec 200 Rec 20x12 280.14 161.36

1561 Rec 200 Rec 20x12 280.27 161.44

1562 Rec 200 Rec 20x12 280.41 161.51

1563 Rec 200 Rec 20x12 280.54 161.59

1564 Rec 200 Rec 20x12 280.68 161.67

1565 Rec 200 Rec 20x12 280.81 161.75

1566 Rec 200 Rec 30x30 284.54 614.61

1576 Rec 200 Rec 20x12 270.86 156.01

1577 Rec 200 Rec 20x12 270.86 156.01

1578 Rec 200 Rec 20x12 270.86 156.01

1579 Rec 200 Rec 20x12 270.86 156.01

1580 Rec 200 Rec 20x12 270.86 156.01

1581 Rec 200 Rec 20x12 270.86 156.01

1582 Rec 200 Rec 20x12 270.88 156.03

1583 Rec 200 Rec 20x12 253.67 146.11

1592 Rec 200 Rec 30x30 280.00 604.80

1593 Rec 200 Rec 20x12 280.14 161.36

1594 Rec 200 Rec 20x12 280.27 161.44

1595 Rec 200 Rec 20x12 280.41 161.51

1596 Rec 200 Rec 20x12 280.54 161.59

1597 Rec 200 Rec 20x12 280.68 161.67

1598 Rec 200 Rec 20x12 34.60 19.93

1599 Rec 200 Rec 30x30 277.29 598.94

1609 Rec 200 Rec 20x12 270.86 156.01

1610 Rec 200 Rec 20x12 270.86 156.01

1611 Rec 200 Rec 20x12 270.86 156.01

1612 Rec 200 Rec 20x12 270.86 156.01

1613 Rec 200 Rec 20x12 270.86 156.01

1614 Rec 200 Rec 20x12 270.86 156.01

1615 Rec 200 Rec 20x12 270.86 156.01

1616 Rec 200 Rec 20x12 253.67 146.11

1625 Rec 200 Rec 30x30 199.60 431.14

1626 Rec 200 Rec 30x30 200.13 432.28

1630 Rec 200 Rec 20x12 280.14 161.36

1631 Rec 200 Rec 20x12 280.27 161.44

1632 Rec 200 Rec 20x12 280.41 161.51

1633 Rec 200 Rec 20x12 280.54 161.59

1634 Rec 200 Rec 20x12 280.68 161.67

1635 Rec 200 Rec 20x12 69.20 39.86

1642 Rec 200 Rec 30x30 80.40 173.66

1643 Rec 200 Rec 30x30 80.89 174.72

1647 Rec 200 Rec 20x12 9.67 5.57

1648 Rec 200 Rec 20x12 25.80 14.86

1649 Rec 200 Rec 20x12 19.34 11.14

1650 Rec 200 Rec 20x12 18.27 10.53

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Member Sections (Continued)

Member Label Group Section Length Masscm kg

1651 Rec 200 Rec 20x12 29.02 16.71

1652 Rec 200 Rec 20x12 10.76 6.20

1653 Rec 200 Rec 20x12 38.69 22.29

1654 Rec 200 Rec 20x12 3.34 1.93

1655 Rec 200 Rec 20x12 178.95 103.07

1656 Rec 200 Rec 20x12 34.40 19.81

1657 Rec 200 Rec 20x12 236.46 136.20

1658 Rec 200 Rec 20x12 17.20 9.91

1659 Rec 200 Rec 20x12 253.66 146.11

1660 Rec 200 Rec 20x12 253.67 146.11

1703 Rec 200 Rec 20x12 211.62 121.89

1704 Rec 200 Rec 20x12 246.22 141.82

1705 Rec 200 Rec 20x12 40.33 23.23

1706 Rec 200 Rec 20x12 43.53 25.07

1707 Rec 200 Rec 20x12 4.93 2.84

1708 Rec 200 Rec 20x12 43.53 25.07

1709 Rec 200 Rec 20x12 43.53 25.07

1710 Rec 200 Rec 20x12 43.53 25.07

1711 Rec 200 Rec 20x12 32.80 18.89

1712 Rec 200 Rec 20x12 43.53 25.07

1713 Rec 200 Rec 20x12 14.54 8.37

1714 Rec 200 Rec 20x12 43.53 25.07

1715 Rec 200 Rec 20x12 43.53 25.07

1716 Rec 200 Rec 20x12 43.53 25.07

1717 Rec 200 Rec 20x12 25.27 14.56

1718 Rec 200 Rec 20x12 43.53 25.07

1719 Rec 200 Rec 20x12 24.20 13.94

1720 Rec 200 Rec 20x12 43.53 25.07

1721 Rec 200 Rec 20x12 43.53 25.07

1722 Rec 200 Rec 20x12 43.53 25.07

1723 Rec 200 Rec 20x12 17.74 10.22

1724 Rec 200 Rec 20x12 43.53 25.07

1725 Rec 200 Rec 20x12 33.86 19.50

1726 Rec 200 Rec 20x12 43.53 25.07

1727 Rec 200 Rec 20x12 43.53 25.07

1728 Rec 200 Rec 20x12 43.53 25.07

1729 Rec 200 Rec 20x12 43.53 25.07

1730 Rec 200 Rec 20x12 43.53 25.07

1731 Rec 200 Rec 20x12 43.53 25.07

1749 HSS Square PTR 1.5" Cal. 14 87.81 1.89

1750 HSS Square PTR 1.5" Cal. 14 87.81 1.89

1779 HSS Square PTR 1.5" Cal. 14 45.53 0.98

1780 HSS Square PTR 1.5" Cal. 14 45.53 0.98

1781 HSS Square PTR 1.5" Cal. 14 45.53 0.98

1782 HSS Square PTR 1.5" Cal. 14 45.53 0.98

1804 Rec 200 Rec 20x12 48.16 27.74

1805 Rec 200 Rec 20x12 48.16 27.74

1806 Rec 200 Rec 20x12 65.58 37.78

1807 Rec 200 Rec 20x12 48.16 27.74

1808 Rec 200 Rec 20x12 48.16 27.74

1809 Rec 200 Rec 20x12 48.16 27.74

1810 Rec 200 Rec 20x12 48.16 27.74

1811 Rec 200 Rec 20x12 33.20 19.12

1812 Rec 200 Rec 20x12 245.00 141.12

1813 Rec 200 Rec 20x12 48.16 27.74

1814 Rec 200 Rec 20x12 48.16 27.74

1815 Rec 200 Rec 20x12 48.98 28.21

1816 Rec 200 Rec 20x12 48.16 27.74

1817 Rec 200 Rec 20x12 48.16 27.74

1818 Rec 200 Rec 20x12 26.13 15.05

1819 Rec 200 Rec 20x12 35.00 20.16

1820 Rec 200 Rec 20x12 48.16 27.74

1821 Rec 200 Rec 20x12 48.16 27.74

1822 Rec 200 Rec 20x12 48.16 27.74

1823 Rec 200 Rec 20x12 48.16 27.74

1824 Rec 200 Rec 20x12 30.48 17.56

1825 Rec 200 Rec 20x12 70.00 40.32

1826 Rec 200 Rec 20x12 140.00 80.64

1827 Rec 200 Rec 20x12 48.16 27.74

1828 Rec 200 Rec 20x12 48.16 27.74

1829 Rec 200 Rec 20x12 48.16 27.74

1830 Rec 200 Rec 20x12 48.16 27.74

Total Mass (kg) 30593.50

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Member Sections (Continued)

Member Label Group Section Length Masscm kg

Section Marks

Mark Group Section

Section Properties

Section A Ix Iy J E Gcm² cm^4 cm^4 cm^4 kg/cm² kg/cm²

PTR 1.5" Cal. 14 2.74 5.78 5.78 9.71 2038207.21 783925.79

PTR 1" Cal. 14 1.76 1.56 1.56 2.66 2038207.16 783925.81

HSS3x3x1/8 8.39 74.08 74.08 118.20 2038277.08 783682.40

HSS2x2x1/8 5.42 20.23 20.23 33.13 2038277.08 783682.40

Rec 20x12 240.00 8000.00 2880.00 7209.63 113137.00 47536.56

Rec 50x25 1250.00 260416.67 65104.17 178657.59 113137.00 47536.56

Rec 30x30 900.00 67500.00 67500.00 113867.45 113137.00 47536.55

Material Properties

Name Group Type Density E G Poisson'sThermal coeff. Grade Fy Fukg/m³ kg/cm² kg/cm² Colour µ/°C ratio kg/cm² kg/cm²

Block 15 Other 1500.00 5250.00 2187.50 0.20 6.10User Specified 15.00 3567.79

Joint Restraints (cm,deg)

Joint Label Joint Axes dx dy dz Øx Øy Øz403 Local 0.00 - 0.00 0.00 - -

507 Local 0.00 - 0.00 0.00 - -

604 Local 0.00 - 0.00 0.00 - -

713 Local 0.00 - 0.00 0.00 - -

239 Local 0.00 - 0.00 0.00 - -

360 Local 0.00 - 0.00 0.00 - -

370 Local 0.00 - 0.00 0.00 - -

376 Local 0.00 - 0.00 0.00 - -

392 Local 0.00 - 0.00 0.00 - -

411 Local 0.00 - 0.00 0.00 - -

475 Local 0.00 - 0.00 0.00 - -

480 Local 0.00 - 0.00 0.00 - -

491 Local 0.00 - 0.00 0.00 - -

516 Local 0.00 - 0.00 0.00 - -

525 Local 0.00 - 0.00 0.00 - -

584 Local 0.00 - 0.00 0.00 - -

596 Local 0.00 - 0.00 0.00 - -

625 Local 0.00 - 0.00 0.00 - -

632 Local 0.00 - 0.00 0.00 - -

639 Local 0.00 - 0.00 0.00 - -

677 Local 0.00 - 0.00 0.00 - -

725 Local 0.00 - 0.00 0.00 - -

744 Local 0.00 - 0.00 0.00 - -

747 Local 0.00 - 0.00 0.00 - -

753 Local 0.00 - 0.00 0.00 - -

240 Local 0.00 - 0.00 0.00 - -

241 Local 0.00 - 0.00 - - 0.00

242 Local 0.00 - 0.00 - - 0.00

755 Local 0.00 - 0.00 - - 0.00

797 Local 0.00 - 0.00 - - 0.00

791 Local 0.00 - 0.00 - - 0.00

785 Local 0.00 - 0.00 - - 0.00

779 Local 0.00 - 0.00 - - 0.00

773 Local 0.00 - 0.00 - - 0.00

767 Local 0.00 - 0.00 - - 0.00

761 Local 0.00 - 0.00 - - 0.00

796 Local 0.00 - 0.00 - - 0.00

795 Local 0.00 - 0.00 - - 0.00

794 Local 0.00 - 0.00 - - 0.00

793 Local 0.00 - 0.00 - - 0.00

792 Local 0.00 - 0.00 - - 0.00

790 Local 0.00 - 0.00 - - 0.00

789 Local 0.00 - 0.00 - - 0.00

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Joint Restraints (cm,deg)

Joint Label Joint Axes dx dy dz Øx Øy Øz

788 Local 0.00 - 0.00 - - 0.00

787 Local 0.00 - 0.00 - - 0.00

786 Local 0.00 - 0.00 - - 0.00

784 Local 0.00 - 0.00 - - 0.00

783 Local 0.00 - 0.00 - - 0.00

782 Local 0.00 - 0.00 - - 0.00

781 Local 0.00 - 0.00 - - 0.00

780 Local 0.00 - 0.00 - - 0.00

778 Local 0.00 - 0.00 - - 0.00

777 Local 0.00 - 0.00 - - 0.00

776 Local 0.00 - 0.00 - - 0.00

775 Local 0.00 - 0.00 - - 0.00

774 Local 0.00 - 0.00 - - 0.00

772 Local 0.00 - 0.00 - - 0.00

771 Local 0.00 - 0.00 - - 0.00

770 Local 0.00 - 0.00 - - 0.00

769 Local 0.00 - 0.00 - - 0.00

768 Local 0.00 - 0.00 - - 0.00

766 Local 0.00 - 0.00 - - 0.00

765 Local 0.00 - 0.00 - - 0.00

764 Local 0.00 - 0.00 - - 0.00

763 Local 0.00 - 0.00 - - 0.00

762 Local 0.00 - 0.00 - - 0.00

760 Local 0.00 - 0.00 - - 0.00

759 Local 0.00 - 0.00 - - 0.00

758 Local 0.00 - 0.00 - - 0.00

757 Local 0.00 - 0.00 - - 0.00

756 Local 0.00 - 0.00 - - 0.00

798 Local 0.00 - 0.00 - - 0.00

243 Local 0.00 - 0.00 - - 0.00

Joint Springs (t/cm,kg-cm/rad)

Joint Label Type Direction Stiffness241 Normal ky' 6.75

242 Normal ky' 6.75

403 Normal ky' 6.75

507 Normal ky' 6.75

604 Normal ky' 6.75

713 Normal ky' 6.75

755 Normal ky' 6.75

797 Normal ky' 6.75

791 Normal ky' 6.75

785 Normal ky' 6.75

779 Normal ky' 6.75

773 Normal ky' 6.75

767 Normal ky' 6.75

761 Normal ky' 6.75

239 Normal ky' 6.75

360 Normal ky' 6.75

370 Normal ky' 6.75

376 Normal ky' 6.75

392 Normal ky' 6.75

411 Normal ky' 6.75

475 Normal ky' 6.75

480 Normal ky' 6.75

491 Normal ky' 6.75

516 Normal ky' 6.75

525 Normal ky' 6.75

584 Normal ky' 6.75

596 Normal ky' 6.75

625 Normal ky' 6.75

632 Normal ky' 6.75

639 Normal ky' 6.75

677 Normal ky' 6.75

725 Normal ky' 6.75

744 Normal ky' 6.75

747 Normal ky' 6.75

753 Normal ky' 6.75

240 Normal ky' 6.75

796 Normal ky' 6.75

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Joint Springs (t/cm,kg-cm/rad) (Continued)

Joint Label Type Direction Stiffness795 Normal ky' 6.75

794 Normal ky' 6.75

793 Normal ky' 6.75

792 Normal ky' 6.75

790 Normal ky' 6.75

789 Normal ky' 6.75

788 Normal ky' 6.75

787 Normal ky' 6.75

786 Normal ky' 6.75

784 Normal ky' 6.75

783 Normal ky' 6.75

782 Normal ky' 6.75

781 Normal ky' 6.75

780 Normal ky' 6.75

778 Normal ky' 6.75

777 Normal ky' 6.75

776 Normal ky' 6.75

775 Normal ky' 6.75

774 Normal ky' 6.75

772 Normal ky' 6.75

771 Normal ky' 6.75

770 Normal ky' 6.75

769 Normal ky' 6.75

768 Normal ky' 6.75

766 Normal ky' 6.75

765 Normal ky' 6.75

764 Normal ky' 6.75

763 Normal ky' 6.75

762 Normal ky' 6.75

760 Normal ky' 6.75

759 Normal ky' 6.75

758 Normal ky' 6.75

757 Normal ky' 6.75

756 Normal ky' 6.75

798 Normal ky' 6.75

243 Normal ky' 6.75

Patches

Patch Label Corners Mesh Type tb tm Material Mass/Area ColourSelf Weightcm cm

1 1851,755,891,913 Uniform 15.00 15.00 Block 15 0.007F007F00FF00 Yes

2 2296,242,326,335 Uniform 15.00 15.00 Block 15 0.007F007F00FF00 Yes

3 32,242,326,14 Uniform 15.00 15.00 Block 15 0.007F007F00FF00 Yes

4 41,755,891,37 Uniform 15.00 15.00 Block 15 0.007F007F00FF00 Yes

Patch Edge Releases

Patch Label Side Start End Mid-nodes Els/Side Mx' My' Mz'Releases Releases Releases

1 1 851 755850,849,848,847,846,845,844,843,842,841,840,839,838,837,836,835,834,833,832,831,830,829,828,827,826,825,824,823,822,821,820,819,818,817,816,815,814,813,812,811,810,809,808,807,806,805,804,803,802,801,800,799,798,797,796,795,794,793,792,791,790,789,788,787,786,785,784,783,782,781,780,779,778,777,776,775,774,773,772,771,770,769,768,767,766,765,764,763,762,761,760,759,758,757,756 96 No No No

1 2 755 891852,869,886 4 No No No

1 3 891 9131673,1665,1657,1649,1641,1633,1625,1617,1609,1601,1593,1585,1577,1569,1561,1553,1545,1537,1529,1521,1513,1505,1497,1489,1481,1473,1465,1457,1449,1441,1433,1425,1417,1409,1401,1393,1385,1377,1369,1361,1353,1345,1337,1329,1321,1313,1305,1297,1289,1281,1273,1265,1257,1249,1241,1233,1225,1217,1209,1201,1193,1185,1177,1169,1161,1153,1145,1137,1129,1121,1113,1105,1097,1089,1081,1073,1065,1057,1049,1041,1033,1025,1017,1009,1001,993,985,977,969,961,953,945,937,929,921 96 No No No

1 4 913 851890,885,868 4 No No No

2 1 296 242295,294,293,292,291,282,281,280,279,274,273,272,271,270,269,268,267,266,265,264,247,246,245,244,243 26 No No No

2 2 242 326 298,309 3 No No No

2 3 326 3351819,1813,327,1802,1796,328,1785,1779,329,1768,1762,330,1751,331,1740,1734,332,1723,1717,333,1706,1700,334,1689,1683 26 No No No

2 4 335 296 318,307 3 No No No

3 1 2 24239,46,48,55,57,70,72,87,89,96,104,111,113,120,122,159,166,168,175,177,190,192,207,209,216,224,231,233,240 30 No No No

3 2 242 326 298,309 3 No No No

3 3 326 141989,1983,1977,1971,221,1960,193,1949,1943,182,1932,1926,1920,1914,134,1903,1897,1891,1885,101,1874,1868,73,1857,62,1846,1840,1834,1828 30 No No No

3 4 14 2 6,4 3 No No No

4 1 1 75538,45,47,54,56,69,71,86,88,95,103,110,112,119,121,158,165,167,174,176,189,191,206,208,215,223,230,232,239,241,360,370,376,392,403,411,475,480,491,507,516,525,584,596,604,625,632,639,677,713,725,744,747,753 55 No No No

4 2 755 891852,869,886 4 No No No

4 3 891 372410,2402,2394,2386,716,712,2371,2363,2355,2347,2339,607,591,2317,2309,2301,511,2286,2278,2270,474,406,2248,2240,2232,2224,2216,358,2201,2193,2185,222,2170,2162,205,2147,183,2132,2124,2116,2108,157,2093,2085,2077,2069,102,2054,85,2039,63,2024,2016,2008,2000 56 No No No

4 4 37 1 31,5,3 4 No No No

jueves, 20 de enero de 2011 Page 38

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Page 65: Memoria de calculo nave industrial 1

Plates

Plate Label PatchNode/End 1Node/End 2Node/End 3 tb tmMaterialMass/Area Colour Mx' My' Mz'Self Weightcm cm tonne/m² Mx' My' Mz'

Plate Releases

Plate Label Patch Node/End Joint Mx' My' Mz'Releases Releases Releases

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 joint loads in Dis. Grav.

There are no prescribed joint displacements in Dis. Grav.

Member Loads - Dis. Grav.

Member Label Load Shape Left Dist Right Dist Left Mag Right Magcm cm kg,kg-m kg,kg-m

423 Wy Uniform - - -3.01 -

423 Wy Uniform - - -22.40 -

423 Wy Uniform - - -22.40 -

425 Wy Uniform - - -3.01 -

425 Wy Uniform - - -22.40 -

425 Wy Uniform - - -22.40 -

427 Wy Uniform - - -3.01 -

427 Wy Uniform - - -22.40 -

427 Wy Uniform - - -22.40 -

428 Wy Uniform - - -22.40 -

428 Wy Uniform - - -3.01 -

428 Wy Uniform - - -22.40 -

429 Wy Uniform - - -22.40 -

429 Wy Uniform - - -3.01 -

429 Wy Uniform - - -22.40 -

430 Wy Uniform - - -3.01 -

430 Wy Uniform - - -22.40 -

430 Wy Uniform - - -22.40 -

440 Wy Uniform - - -80.61 -

441 Wy Uniform - - -80.61 -

442 Wy Uniform - - -80.61 -

443 Wy Uniform - - -80.61 -

444 Wy Linear 0.00 0.00 -22.40 -22.40

444 Wy Uniform - - -3.01 -

444 Wy Linear 0.00 0.00 -22.40 -22.40

445 Wy Linear 0.00 0.00 -22.40 -22.40

445 Wy Uniform - - -80.61 -

445 Wy Linear 0.00 0.00 -22.40 -22.40

446 Wy Uniform - - -22.40 -

446 Wy Uniform - - -3.01 -

446 Wy Uniform - - -22.40 -

447 Wy Uniform - - -22.40 -

447 Wy Uniform - - -3.01 -

447 Wy Uniform - - -22.40 -

448 Wy Uniform - - -22.40 -

448 Wy Uniform - - -22.40 -

448 Wy Uniform - - -3.01 -

449 Wy Uniform - - -3.01 -

jueves, 20 de enero de 2011 Page 39

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Page 66: Memoria de calculo nave industrial 1

Member Loads - Dis. Grav.

Member Label Load Shape Left Dist Right Dist Left Mag Right Magcm cm kg,kg-m kg,kg-m

449 Wy Uniform - - -22.40 -

449 Wy Uniform - - -22.40 -

450 Wy Uniform - - -3.01 -

450 Wy Uniform - - -22.40 -

450 Wy Uniform - - -22.40 -

453 Wy Uniform - - -3.01 -

454 Wy Uniform - - -3.01 -

455 Wy Uniform - - -2.64 -

456 Wy Uniform - - -3.01 -

457 Wy Uniform - - -2.64 -

458 Wy Uniform - - -3.01 -

459 Wy Uniform - - -2.64 -

460 Wy Uniform - - -3.01 -

461 Wy Uniform - - -2.64 -

462 Wy Uniform - - -2.64 -

463 Wy Uniform - - -419.86 -

464 Wy Uniform - - -419.86 -

465 Wy Uniform - - -419.86 -

519 Wx' Uniform - - -302.30 -

520 Wx' Uniform - - -302.30 -

530 Wy Uniform - - -80.61 -

539 Wx' Uniform - - -302.30 -

540 Wx' Uniform - - -302.30 -

550 Wy Uniform - - -80.61 -

559 Wy Uniform - - -9.94 -

560 Wy Uniform - - -9.94 -

561 Wy Uniform - - -9.94 -

562 Wy Uniform - - -9.94 -

563 Wx' Uniform - - -302.30 -

573 Wy Uniform - - -8.23 -

574 Wy Uniform - - -9.94 -

575 Wy Uniform - - -10.08 -

576 Wy Uniform - - -9.94 -

577 Wy Uniform - - -8.23 -

578 Wy Uniform - - -9.94 -

579 Wy Uniform - - -10.08 -

580 Wy Uniform - - -8.23 -

581 Wy Uniform - - -9.94 -

582 Wy Linear 0.00 0.00 -22.40 -22.40

582 Wy Linear 0.00 0.00 -22.40 -22.40

582 Wy Uniform - - -3.01 -

591 Wy Uniform - - -10.08 -

592 Wy Uniform - - -9.94 -

593 Wx' Uniform - - -302.30 -

594 Wy Uniform - - -9.94 -

595 Wy Uniform - - -8.23 -

596 Wy Uniform - - -9.94 -

597 Wy Uniform - - -10.08 -

598 Wy Uniform - - -9.94 -

599 Wy Uniform - - -8.23 -

600 Wy Uniform - - -9.94 -

601 Wy Uniform - - -10.08 -

602 Wy Uniform - - -9.94 -

603 Wy Uniform - - -9.94 -

604 Wy Uniform - - -8.23 -

605 Wy Uniform - - -9.94 -

606 Wy Uniform - - -10.08 -

607 Wy Uniform - - -9.94 -

608 Wy Uniform - - -8.23 -

609 Wy Uniform - - -9.94 -

610 Wy Uniform - - -10.08 -

611 Wy Uniform - - -9.94 -

612 Wy Uniform - - -9.94 -

613 Wy Uniform - - -8.23 -

614 Wy Uniform - - -9.94 -

615 Wy Uniform - - -10.08 -

616 Wy Uniform - - -9.94 -

617 Wy Uniform - - -8.23 -

618 Wy Uniform - - -9.94 -

619 Wy Uniform - - -10.08 -

620 Wy Uniform - - -9.94 -

621 Wy Uniform - - -9.94 -

622 Wy Uniform - - -8.23 -

jueves, 20 de enero de 2011 Page 40

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Member Loads - Dis. Grav.

Member Label Load Shape Left Dist Right Dist Left Mag Right Magcm cm kg,kg-m kg,kg-m

623 Wy Uniform - - -10.08 -

624 Wy Uniform - - -9.94 -

625 Wy Uniform - - -8.23 -

626 Wy Uniform - - -10.08 -

627 Wy Uniform - - -9.94 -

628 Wy Uniform - - -8.23 -

629 Wy Uniform - - -10.08 -

630 Wx' Uniform - - -302.30 -

631 Wy Uniform - - -9.94 -

632 Wy Uniform - - -9.94 -

633 Wy Uniform - - -9.94 -

634 Wy Uniform - - -9.93 -

635 Wy Uniform - - -8.55 -

636 Wy Uniform - - -419.86 -

637 Wy Uniform - - -3.01 -

638 Wy Uniform - - -2.87 -

639 Wy Uniform - - -3.01 -

640 Wy Uniform - - -2.78 -

641 Wy Uniform - - -3.01 -

642 Wy Uniform - - -2.71 -

643 Wy Uniform - - -3.01 -

644 Wy Uniform - - -2.63 -

645 Wy Uniform - - -9.99 -

649 Wy Uniform - - -7.86 -

653 Wy Uniform - - -9.93 -

654 Wy Uniform - - -22.40 -

654 Wy Uniform - - -3.01 -

654 Wy Uniform - - -22.40 -

655 Wy Uniform - - -3.01 -

656 Wy Uniform - - -2.39 -

657 Wy Uniform - - -9.28 -

658 Wy Uniform - - -3.01 -

658 Wy Uniform - - -22.40 -

658 Wy Uniform - - -22.40 -

659 Wy Uniform - - -419.86 -

660 Wy Uniform - - -3.01 -

660 Wy Uniform - - -22.40 -

660 Wy Uniform - - -22.40 -

661 Wy Uniform - - -10.00 -

671 Wy Uniform - - -22.40 -

671 Wy Uniform - - -3.01 -

671 Wy Uniform - - -22.40 -

672 Wy Uniform - - -22.40 -

672 Wy Uniform - - -3.01 -

672 Wy Uniform - - -22.40 -

673 Wy Uniform - - -9.93 -

674 Wy Uniform - - -9.93 -

675 Wy Uniform - - -2.91 -

676 Wy Uniform - - -3.01 -

676 Wy Uniform - - -22.40 -

676 Wy Uniform - - -22.40 -

677 Wy Uniform - - -8.55 -

678 Wy Uniform - - -2.80 -

679 Wy Uniform - - -2.73 -

680 Wy Uniform - - -10.59 -

684 Wy Uniform - - -419.86 -

685 Wy Uniform - - -80.61 -

686 Wy Uniform - - -80.61 -

687 Wy Uniform - - -2.65 -

688 Wy Linear 0.00 0.00 -22.40 -22.40

688 Wy Uniform - - -80.61 -

688 Wy Linear 0.00 0.00 -22.40 -22.40

689 Wy Uniform - - -9.93 -

690 Wy Uniform - - -3.01 -

691 Wy Uniform - - -3.01 -

692 Wy Uniform - - -9.28 -

693 Wy Uniform - - -22.40 -

693 Wy Uniform - - -3.01 -

693 Wy Uniform - - -22.40 -

694 Wy Uniform - - -3.01 -

694 Wy Uniform - - -22.40 -

694 Wy Uniform - - -22.40 -

703 Wy Uniform - - -3.01 -

jueves, 20 de enero de 2011 Page 41

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Member Loads - Dis. Grav.

Member Label Load Shape Left Dist Right Dist Left Mag Right Magcm cm kg,kg-m kg,kg-m

703 Wy Uniform - - -22.40 -

703 Wy Uniform - - -22.40 -

704 Wy Uniform - - -2.43 -

705 Wy Uniform - - -3.01 -

706 Wy Uniform - - -3.01 -

707 Wy Uniform - - -9.93 -

708 Wy Uniform - - -22.40 -

708 Wy Uniform - - -22.40 -

708 Wy Uniform - - -3.01 -

709 Wy Uniform - - -22.40 -

709 Wy Uniform - - -22.40 -

709 Wy Uniform - - -3.01 -

710 Wy Uniform - - -3.01 -

710 Wy Uniform - - -22.40 -

710 Wy Uniform - - -22.40 -

711 Wy Uniform - - -22.40 -

711 Wy Uniform - - -3.01 -

711 Wy Uniform - - -22.40 -

712 Wy Uniform - - -10.00 -

716 Wy Uniform - - -3.01 -

717 Wy Uniform - - -9.93 -

718 Wy Uniform - - -9.93 -

719 Wy Uniform - - -419.86 -

720 Wy Uniform - - -2.84 -

721 Wy Uniform - - -2.77 -

722 Wy Uniform - - -9.93 -

723 Wy Uniform - - -2.69 -

724 Wy Uniform - - -8.55 -

725 Wy Uniform - - -7.86 -

729 Wy Uniform - - -3.01 -

729 Wy Uniform - - -22.40 -

729 Wy Uniform - - -22.40 -

730 Wy Uniform - - -2.62 -

731 Wy Uniform - - -9.93 -

732 Wy Uniform - - -22.40 -

732 Wy Uniform - - -3.01 -

732 Wy Uniform - - -22.40 -

733 Wy Uniform - - -419.86 -

734 Wy Uniform - - -10.00 -

744 Wy Uniform - - -22.40 -

744 Wy Uniform - - -3.01 -

744 Wy Uniform - - -22.40 -

745 Wy Uniform - - -9.93 -

746 Wy Uniform - - -3.05 -

747 Wy Uniform - - -9.28 -

748 Wy Uniform - - -2.96 -

749 Wx' Uniform - - -80.61 -

750 Wy Uniform - - -23764.31 -

751 Wx' Uniform - - -80.61 -

752 Wy Uniform - - -22.40 -

752 Wy Uniform - - -22.40 -

752 Wy Uniform - - -3.01 -

753 Wy Uniform - - -2.81 -

754 Wy Uniform - - -9.93 -

755 Wy Uniform - - -419.86 -

756 Wy Uniform - - -2.76 -

757 Wy Uniform - - -10.59 -

761 Wy Uniform - - -3.01 -

762 Wy Uniform - - -10.00 -

766 Wy Uniform - - -8.55 -

767 Wy Uniform - - -9.93 -

768 Wy Uniform - - -2.66 -

769 Wy Uniform - - -80.61 -

769 Wy Uniform - - -22.40 -

769 Wy Uniform - - -22.40 -

770 Wy Uniform - - -3.01 -

771 Wy Uniform - - -3.01 -

771 Wy Uniform - - -22.40 -

771 Wy Uniform - - -22.40 -

772 Wy Uniform - - -22.40 -

772 Wy Uniform - - -3.01 -

772 Wy Uniform - - -22.40 -

773 Wy Uniform - - -22.40 -

jueves, 20 de enero de 2011 Page 42

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Member Loads - Dis. Grav.

Member Label Load Shape Left Dist Right Dist Left Mag Right Magcm cm kg,kg-m kg,kg-m

773 Wy Uniform - - -3.01 -

773 Wy Uniform - - -22.40 -

774 Wy Uniform - - -3.01 -

774 Wy Uniform - - -22.40 -

774 Wy Uniform - - -22.40 -

775 Wy Uniform - - -22.40 -

775 Wy Uniform - - -22.40 -

775 Wy Uniform - - -3.01 -

776 Wy Uniform - - -22.40 -

776 Wy Uniform - - -3.01 -

776 Wy Uniform - - -22.40 -

797 Wy Uniform - - -3.01 -

798 Wy Uniform - - -2.80 -

799 Wy Uniform - - -22.40 -

799 Wy Uniform - - -3.01 -

799 Wy Uniform - - -22.40 -

800 Wy Uniform - - -9.93 -

801 Wy Uniform - - -3.02 -

802 Wy Uniform - - -2.53 -

803 Wy Uniform - - -2.89 -

804 Wy Uniform - - -2.60 -

805 Wy Uniform - - -2.78 -

806 Wy Uniform - - -2.68 -

807 Wy Uniform - - -2.78 -

837 Wy Uniform - - -9.93 -

838 Wy Uniform - - -22.40 -

838 Wy Uniform - - -22.40 -

838 Wy Uniform - - -3.01 -

839 Wy Uniform - - -419.86 -

840 Wy Uniform - - -3.01 -

841 Wy Uniform - - -3.01 -

842 Wy Uniform - - -3.01 -

843 Wy Uniform - - -3.01 -

844 Wy Uniform - - -3.01 -

862 Wy Uniform - - -9.93 -

863 Wy Uniform - - -3.03 -

864 Wy Uniform - - -3.03 -

865 Wy Uniform - - -3.03 -

866 Wy Uniform - - -3.03 -

867 Wy Uniform - - -3.03 -

868 Wy Uniform - - -3.01 -

868 Wy Uniform - - -22.40 -

868 Wy Uniform - - -22.40 -

869 Wy Uniform - - -3.03 -

870 Wy Uniform - - -3.03 -

871 Wy Uniform - - -3.03 -

872 Wy Uniform - - -3.03 -

873 Wy Uniform - - -9.28 -

874 Wy Uniform - - -3.01 -

875 Wy Uniform - - -2.75 -

876 Wy Uniform - - -9.93 -

877 Wy Uniform - - -2.67 -

878 Wy Uniform - - -7.86 -

882 Wy Uniform - - -9.93 -

883 Wy Uniform - - -10.00 -

887 Wy Uniform - - -419.86 -

888 Wy Uniform - - -80.61 -

889 Wy Uniform - - -80.61 -

890 Wy Uniform - - -3.01 -

890 Wy Uniform - - -22.40 -

890 Wy Uniform - - -22.40 -

891 Wy Uniform - - -2.60 -

892 Wy Uniform - - -8.55 -

893 Wy Uniform - - -3.00 -

894 Wy Uniform - - -3.01 -

895 Wy Uniform - - -9.93 -

896 Wy Uniform - - -3.05 -

897 Wy Uniform - - -10.00 -

907 Wy Uniform - - -22.40 -

907 Wy Uniform - - -22.40 -

907 Wy Uniform - - -3.01 -

908 Wy Uniform - - -3.05 -

909 Wy Uniform - - -3.01 -

jueves, 20 de enero de 2011 Page 43

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Member Loads - Dis. Grav.

Member Label Load Shape Left Dist Right Dist Left Mag Right Magcm cm kg,kg-m kg,kg-m

909 Wy Uniform - - -22.40 -

909 Wy Uniform - - -22.40 -

910 Wy Uniform - - -2.83 -

911 Wy Uniform - - -9.93 -

912 Wy Uniform - - -3.01 -

912 Wy Uniform - - -22.40 -

912 Wy Uniform - - -22.40 -

913 Wy Linear 0.00 0.00 -22.40 -22.40

913 Wy Linear 0.00 0.00 -22.40 -22.40

913 Wy Uniform - - -80.61 -

914 Wy Uniform - - -419.86 -

915 Wy Uniform - - -9.28 -

916 Wy Uniform - - -3.01 -

916 Wy Uniform - - -22.40 -

916 Wy Uniform - - -22.40 -

917 Wy Uniform - - -2.78 -

918 Wy Uniform - - -9.93 -

919 Wy Uniform - - -10.59 -

923 Wy Uniform - - -3.01 -

924 Wy Uniform - - -9.93 -

925 Wy Uniform - - -9.93 -

926 Wy Uniform - - -2.68 -

927 Wy Uniform - - -8.55 -

928 Wy Uniform - - -3.01 -

928 Wy Uniform - - -22.40 -

928 Wy Uniform - - -22.40 -

929 Wy Uniform - - -3.01 -

929 Wy Uniform - - -22.40 -

929 Wy Uniform - - -22.40 -

930 Wy Uniform - - -22.40 -

930 Wy Uniform - - -3.01 -

930 Wy Uniform - - -22.40 -

931 Wy Uniform - - -22.40 -

931 Wy Uniform - - -3.01 -

931 Wy Uniform - - -22.40 -

940 Wy Uniform - - -3.01 -

941 Wy Uniform - - -419.86 -

942 Wy Uniform - - -10.00 -

946 Wy Uniform - - -9.93 -

947 Wy Uniform - - -2.74 -

948 Wx' Uniform - - -80.61 -

949 Wx' Uniform - - -80.61 -

950 Wx' Uniform - - -80.61 -

951 Wy Uniform - - -22.40 -

951 Wy Uniform - - -3.01 -

951 Wy Uniform - - -22.40 -

952 Wy Uniform - - -22.40 -

952 Wy Uniform - - -3.01 -

952 Wy Uniform - - -22.40 -

953 Wy Uniform - - -22.40 -

953 Wy Uniform - - -22.40 -

953 Wy Uniform - - -3.01 -

954 Wy Uniform - - -3.01 -

955 Wy Uniform - - -2.65 -

956 Wy Uniform - - -9.93 -

957 Wy Uniform - - -9.28 -

958 Wy Uniform - - -7.86 -

962 Wy Uniform - - -22.40 -

962 Wy Uniform - - -3.01 -

962 Wy Uniform - - -22.40 -

963 Wy Uniform - - -419.86 -

964 Wy Uniform - - -9.93 -

965 Wy Uniform - - -9.93 -

966 Wy Uniform - - -2.59 -

967 Wy Uniform - - -3.05 -

968 Wy Uniform - - -3.05 -

969 Wy Uniform - - -10.00 -

979 Wy Uniform - - -22.40 -

979 Wy Uniform - - -22.40 -

979 Wy Uniform - - -3.01 -

980 Wy Uniform - - -8.55 -

981 Wy Uniform - - -2.84 -

982 Wy Uniform - - -3.05 -

jueves, 20 de enero de 2011 Page 44

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Member Loads - Dis. Grav.

Member Label Load Shape Left Dist Right Dist Left Mag Right Magcm cm kg,kg-m kg,kg-m

983 Wy Uniform - - -419.86 -

984 Wy Uniform - - -9.93 -

985 Wy Uniform - - -3.01 -

985 Wy Uniform - - -22.40 -

985 Wy Uniform - - -22.40 -

986 Wy Linear 0.00 0.00 -22.40 -22.40

986 Wy Linear 0.00 0.00 -22.40 -22.40

986 Wy Uniform - - -80.61 -

987 Wy Uniform - - -2.81 -

988 Wy Uniform - - -3.01 -

989 Wy Uniform - - -10.59 -

993 Wy Uniform - - -10.00 -

997 Wy Uniform - - -3.01 -

998 Wy Uniform - - -9.28 -

999 Wy Uniform - - -9.93 -

1000 Wy Uniform - - -419.86 -

1001 Wy Uniform - - -80.61 -

1002 Wy Uniform - - -80.61 -

1003 Wy Uniform - - -22.40 -

1003 Wy Uniform - - -3.01 -

1003 Wy Uniform - - -22.40 -

1004 Wy Uniform - - -3.01 -

1004 Wy Uniform - - -22.40 -

1004 Wy Uniform - - -22.40 -

1005 Wy Uniform - - -22.40 -

1005 Wy Uniform - - -22.40 -

1005 Wy Uniform - - -3.01 -

1006 Wy Uniform - - -3.01 -

1006 Wy Uniform - - -22.40 -

1006 Wy Uniform - - -22.40 -

1007 Wy Uniform - - -3.01 -

1007 Wy Uniform - - -22.40 -

1007 Wy Uniform - - -22.40 -

1008 Wy Uniform - - -3.01 -

1008 Wy Uniform - - -22.40 -

1008 Wy Uniform - - -22.40 -

1009 Wy Uniform - - -22.40 -

1009 Wy Uniform - - -3.01 -

1009 Wy Uniform - - -22.40 -

1010 Wy Uniform - - -3.01 -

1010 Wy Uniform - - -22.40 -

1010 Wy Uniform - - -22.40 -

1011 Wy Uniform - - -22.40 -

1011 Wy Uniform - - -22.40 -

1011 Wy Uniform - - -3.01 -

1012 Wy Uniform - - -22.40 -

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1033 Wy Uniform - - -2.70 -

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1037 Wy Uniform - - -2.54 -

1038 Wy Uniform - - -2.93 -

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1080 Wy Uniform - - -3.01 -

1081 Wy Uniform - - -3.01 -

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jueves, 20 de enero de 2011 Page 45

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Member Loads - Dis. Grav.

Member Label Load Shape Left Dist Right Dist Left Mag Right Magcm cm kg,kg-m kg,kg-m

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1086 Wy Uniform - - -3.01 -

1104 Wy Uniform - - -9.93 -

1105 Wy Uniform - - -8.55 -

1106 Wy Uniform - - -9.93 -

1107 Wy Uniform - - -3.03 -

1108 Wy Uniform - - -3.03 -

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1109 Wy Uniform - - -22.40 -

1110 Wy Uniform - - -3.03 -

1111 Wy Uniform - - -3.03 -

1112 Wy Uniform - - -3.03 -

1113 Wy Uniform - - -3.03 -

1114 Wy Uniform - - -9.93 -

1115 Wy Uniform - - -3.01 -

1116 Wy Uniform - - -7.86 -

1120 Wy Uniform - - -419.86 -

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1125 Wy Uniform - - -9.28 -

1126 Wy Uniform - - -9.93 -

1127 Wy Uniform - - -22.40 -

1127 Wy Uniform - - -22.40 -

1127 Wy Uniform - - -3.01 -

1128 Wy Uniform - - -3.04 -

1129 Wy Uniform - - -3.04 -

1130 Wy Uniform - - -3.05 -

1131 Wy Uniform - - -10.00 -

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1141 Wy Uniform - - -22.40 -

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1142 Wy Uniform - - -2.86 -

1143 Wy Uniform - - -22.40 -

1143 Wy Uniform - - -22.40 -

1143 Wy Uniform - - -80.61 -

1144 Wy Uniform - - -2.58 -

1145 Wy Uniform - - -9.93 -

1146 Wy Uniform - - -9.93 -

1147 Wy Uniform - - -419.86 -

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1150 Wy Uniform - - -10.59 -

1154 Wy Uniform - - -3.01 -

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1156 Wy Uniform - - -81908.85 -

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1158 Wy Uniform - - -22.40 -

1158 Wy Uniform - - -22.40 -

1159 Wy Uniform - - -9.93 -

1160 Wy Uniform - - -419.86 -

1161 Wy Uniform - - -9.28 -

1162 Wy Uniform - - -3.01 -

1162 Wy Uniform - - -22.40 -

1162 Wy Uniform - - -22.40 -

1163 Wy Uniform - - -22.40 -

1163 Wy Uniform - - -3.01 -

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1164 Wy Uniform - - -3.01 -

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1164 Wy Uniform - - -22.40 -

1165 Wy Uniform - - -22.40 -

1165 Wy Uniform - - -22.40 -

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1166 Wy Uniform - - -3.01 -

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1166 Wy Uniform - - -22.40 -

1167 Wy Uniform - - -3.01 -

1167 Wy Uniform - - -22.40 -

1167 Wy Uniform - - -22.40 -

1176 Wy Uniform - - -2.72 -

1177 Wy Uniform - - -10.00 -

1181 Wy Uniform - - -9.93 -

jueves, 20 de enero de 2011 Page 46

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Page 73: Memoria de calculo nave industrial 1

Member Loads - Dis. Grav.

Member Label Load Shape Left Dist Right Dist Left Mag Right Magcm cm kg,kg-m kg,kg-m

1182 Wy Uniform - - -2.71 -

1183 Wy Uniform - - -3.01 -

1184 Wy Uniform - - -9.93 -

1185 Wy Uniform - - -22.40 -

1185 Wy Uniform - - -3.01 -

1185 Wy Uniform - - -22.40 -

1186 Wy Uniform - - -9.93 -

1187 Wy Uniform - - -22.40 -

1187 Wy Uniform - - -3.01 -

1187 Wy Uniform - - -22.40 -

1188 Wy Uniform - - -419.86 -

1189 Wy Uniform - - -8.55 -

1190 Wy Uniform - - -7.86 -

1194 Wy Uniform - - -3.01 -

1194 Wy Uniform - - -22.40 -

1194 Wy Uniform - - -22.40 -

1195 Wy Uniform - - -9.93 -

1196 Wy Uniform - - -9.93 -

1197 Wy Uniform - - -2.87 -

1198 Wy Uniform - - -3.05 -

1199 Wy Uniform - - -3.05 -

1200 Wy Uniform - - -3.05 -

1201 Wy Uniform - - -3.05 -

1202 Wy Uniform - - -10.00 -

1212 Wy Uniform - - -9.93 -

1213 Wy Uniform - - -9.28 -

1214 Wy Uniform - - -419.86 -

1215 Wy Uniform - - -80.61 -

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1219 Wy Uniform - - -9.93 -

1220 Wy Uniform - - -3.01 -

1221 Wy Uniform - - -10.59 -

1225 Wy Uniform - - -10.00 -

1229 Wy Uniform - - -8.55 -

1230 Wy Uniform - - -9.93 -

1231 Wy Uniform - - -419.86 -

1232 Wy Uniform - - -2.70 -

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1236 Wy Uniform - - -3.01 -

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1237 Wy Uniform - - -22.40 -

1237 Wy Uniform - - -3.01 -

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1238 Wy Uniform - - -3.01 -

1238 Wy Uniform - - -22.40 -

1239 Wy Uniform - - -22.40 -

1239 Wy Uniform - - -22.40 -

1239 Wy Uniform - - -3.01 -

1240 Wy Uniform - - -22.40 -

1240 Wy Uniform - - -22.40 -

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1241 Wy Uniform - - -3.01 -

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1242 Wy Uniform - - -3.01 -

1242 Wy Uniform - - -22.40 -

1242 Wy Uniform - - -22.40 -

1243 Wy Uniform - - -22.40 -

1243 Wy Uniform - - -3.01 -

jueves, 20 de enero de 2011 Page 47

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Member Loads - Dis. Grav.

Member Label Load Shape Left Dist Right Dist Left Mag Right Magcm cm kg,kg-m kg,kg-m

1243 Wy Uniform - - -22.40 -

1244 Wy Uniform - - -22.40 -

1244 Wy Uniform - - -3.01 -

1244 Wy Uniform - - -22.40 -

1245 Wy Uniform - - -22.40 -

1245 Wy Uniform - - -3.01 -

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1246 Wy Uniform - - -3.01 -

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1246 Wy Uniform - - -22.40 -

1247 Wy Uniform - - -22.40 -

1247 Wy Uniform - - -22.40 -

1247 Wy Uniform - - -3.01 -

1268 Wy Uniform - - -9.93 -

1269 Wy Uniform - - -3.05 -

1270 Wy Uniform - - -2.51 -

1271 Wy Uniform - - -3.03 -

1272 Wy Uniform - - -2.53 -

1273 Wy Uniform - - -2.98 -

1274 Wy Uniform - - -2.55 -

1275 Wy Uniform - - -2.94 -

1276 Wy Uniform - - -2.57 -

1277 Wy Uniform - - -2.89 -

1278 Wy Uniform - - -2.60 -

1279 Wy Uniform - - -2.85 -

1280 Wy Uniform - - -2.62 -

1281 Wy Uniform - - -2.81 -

1282 Wy Uniform - - -2.65 -

1283 Wy Uniform - - -2.78 -

1284 Wy Uniform - - -2.68 -

1285 Wy Uniform - - -2.74 -

1286 Wy Uniform - - -2.71 -

1287 Wy Uniform - - -2.78 -

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1328 Wy Uniform - - -3.01 -

1346 Wy Uniform - - -9.28 -

1347 Wy Uniform - - -9.93 -

1348 Wy Uniform - - -419.86 -

1349 Wy Uniform - - -7.86 -

1353 Wy Uniform - - -9.93 -

1354 Wy Uniform - - -10.00 -

1358 Wy Uniform - - -9.93 -

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1360 Wy Uniform - - -3.03 -

1361 Wy Uniform - - -3.03 -

1362 Wy Uniform - - -35637.40 -

1363 Wy Uniform - - -11879.38 -

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1365 Wy Uniform - - -80.61 -

1365 Wy Uniform - - -22.40 -

1365 Wy Uniform - - -22.40 -

1366 Wy Uniform - - -9.93 -

1367 Wy Uniform - - -8.55 -

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1369 Wy Uniform - - -3.01 -

1370 Wy Uniform - - -3.04 -

1371 Wy Uniform - - -3.04 -

1372 Wy Uniform - - -3.04 -

1373 Wy Uniform - - -3.04 -

1374 Wy Uniform - - -3.05 -

1375 Wy Uniform - - -10.00 -

jueves, 20 de enero de 2011 Page 48

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Page 75: Memoria de calculo nave industrial 1

Member Loads - Dis. Grav.

Member Label Load Shape Left Dist Right Dist Left Mag Right Magcm cm kg,kg-m kg,kg-m

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1385 Wy Uniform - - -22.40 -

1385 Wy Uniform - - -3.01 -

1386 Wy Uniform - - -9.93 -

1387 Wy Uniform - - -419.86 -

1388 Wy Uniform - - -9.93 -

1389 Wy Uniform - - -9.28 -

1390 Wy Uniform - - -3.05 -

1391 Wy Uniform - - -9.93 -

1392 Wy Uniform - - -10.59 -

1396 Wy Uniform - - -3.01 -

1396 Wy Uniform - - -22.40 -

1396 Wy Uniform - - -22.40 -

1397 Wy Uniform - - -419.86 -

1398 Wy Uniform - - -9.93 -

1399 Wy Uniform - - -9.93 -

1400 Wy Uniform - - -8.55 -

1401 Wy Uniform - - -22.40 -

1401 Wy Uniform - - -22.40 -

1401 Wy Uniform - - -3.01 -

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1402 Wy Uniform - - -22.40 -

1402 Wy Uniform - - -3.01 -

1403 Wy Uniform - - -3.01 -

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1404 Wy Uniform - - -22.40 -

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1408 Wy Uniform - - -22.40 -

1417 Wy Uniform - - -10.00 -

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1422 Wy Uniform - - -419.86 -

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1426 Wy Uniform - - -9.28 -

1427 Wy Uniform - - -7.86 -

1431 Wy Uniform - - -9.93 -

1432 Wy Uniform - - -9.93 -

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1434 Wy Uniform - - -3.05 -

1435 Wy Uniform - - -3.05 -

1436 Wy Uniform - - -3.05 -

1437 Wy Uniform - - -3.05 -

1438 Wy Uniform - - -3.05 -

1439 Wy Uniform - - -10.00 -

1449 Wy Uniform - - -419.86 -

1450 Wy Uniform - - -8.55 -

1451 Wy Uniform - - -9.93 -

1452 Wy Uniform - - -10.00 -

1456 Wy Uniform - - -10.59 -

1460 Wy Uniform - - -419.86 -

1461 Wy Uniform - - -9.93 -

1462 Wy Uniform - - -9.28 -

1463 Wy Uniform - - -419.86 -

1464 Wy Uniform - - -419.86 -

1465 Wy Uniform - - -419.86 -

1466 Wy Uniform - - -419.86 -

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jueves, 20 de enero de 2011 Page 49

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Member Loads - Dis. Grav.

Member Label Load Shape Left Dist Right Dist Left Mag Right Magcm cm kg,kg-m kg,kg-m

1468 Wy Uniform - - -419.86 -

1469 Wy Uniform - - -419.86 -

1470 Wy Uniform - - -419.86 -

1471 Wy Uniform - - -419.86 -

1472 Wy Uniform - - -419.86 -

1473 Wy Uniform - - -419.86 -

1474 Wy Uniform - - -419.86 -

1475 Wy Uniform - - -419.86 -

1476 Wy Uniform - - -419.86 -

1477 Wy Uniform - - -419.86 -

1478 Wy Uniform - - -419.86 -

1479 Wy Uniform - - -419.86 -

1480 Wy Uniform - - -419.86 -

1481 Wy Uniform - - -419.86 -

1482 Wy Uniform - - -419.86 -

1483 Wy Uniform - - -419.86 -

1484 Wy Uniform - - -419.86 -

1485 Wy Uniform - - -419.86 -

1486 Wy Uniform - - -419.86 -

1487 Wy Uniform - - -419.86 -

1488 Wy Uniform - - -419.86 -

1489 Wy Uniform - - -419.86 -

1490 Wy Uniform - - -419.86 -

1491 Wy Uniform - - -419.86 -

1492 Wy Uniform - - -419.86 -

1493 Wy Uniform - - -419.86 -

1494 Wy Uniform - - -419.86 -

1495 Wy Uniform - - -419.86 -

1496 Wy Uniform - - -419.86 -

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1499 Wy Uniform - - -419.86 -

1500 Wy Uniform - - -419.86 -

1501 Wy Uniform - - -419.86 -

1502 Wy Uniform - - -419.86 -

1503 Wy Uniform - - -419.86 -

1504 Wy Uniform - - -419.86 -

1505 Wy Uniform - - -419.86 -

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1577 Wy Uniform - - -80.61 -

1578 Wy Uniform - - -80.61 -

1579 Wy Uniform - - -80.61 -

1580 Wy Uniform - - -80.61 -

1581 Wy Uniform - - -80.61 -

1582 Wy Uniform - - -80.62 -

1583 Wy Uniform - - -80.61 -

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1593 Wx' Uniform - - -80.61 -

1594 Wx' Uniform - - -80.61 -

1595 Wx' Uniform - - -80.61 -

1596 Wx' Uniform - - -80.61 -

1597 Wx' Uniform - - -80.61 -

1598 Wy Uniform - - -5441.01 -

1599 Wx' Uniform - - -302.30 -

1609 Wy Uniform - - -80.61 -

1610 Wy Uniform - - -80.61 -

1611 Wy Uniform - - -80.61 -

1612 Wy Uniform - - -80.61 -

1613 Wy Uniform - - -80.61 -

1614 Wy Uniform - - -80.61 -

1615 Wy Uniform - - -80.61 -

1616 Wy Uniform - - -80.61 -

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1626 Wx' Uniform - - -302.30 -

1630 Wx' Uniform - - -80.61 -

jueves, 20 de enero de 2011 Page 50

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Page 77: Memoria de calculo nave industrial 1

Member Loads - Dis. Grav.

Member Label Load Shape Left Dist Right Dist Left Mag Right Magcm cm kg,kg-m kg,kg-m

1631 Wx' Uniform - - -80.61 -

1632 Wx' Uniform - - -80.61 -

1633 Wx' Uniform - - -80.61 -

1634 Wx' Uniform - - -80.61 -

1635 Wy Uniform - - -13256.66 -

1642 Wx' Uniform - - -302.30 -

1643 Wx' Uniform - - -302.30 -

1647 Wy Uniform - - -80.64 -

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1647 Wy Linear 0.00 0.00 -22.40 -22.40

1648 Wy Linear 0.00 0.00 -22.40 -22.40

1648 Wy Uniform - - -80.62 -

1648 Wy Linear 0.00 0.00 -22.40 -22.40

1649 Wy Linear 0.00 0.00 -22.40 -22.40

1649 Wy Uniform - - -80.64 -

1649 Wy Linear 0.00 0.00 -22.40 -22.40

1650 Wy Uniform - - -80.65 -

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1650 Wy Linear 0.00 0.00 -22.40 -22.40

1651 Wy Uniform - - -80.64 -

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1651 Wy Linear 0.00 0.00 -22.40 -22.40

1652 Wy Uniform - - -80.80 -

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1653 Wy Linear 0.00 0.00 -22.40 -22.40

1654 Wy Linear 0.00 0.00 -22.40 -22.40

1654 Wy Uniform - - -83.96 -

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1655 Wy Linear 0.00 0.00 -22.40 -22.40

1655 Wy Uniform - - -80.61 -

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1656 Wy Uniform - - -22.40 -

1656 Wy Uniform - - -80.61 -

1657 Wy Uniform - - -22.40 -

1657 Wy Uniform - - -80.61 -

1657 Wy Uniform - - -22.40 -

1658 Wy Uniform - - -80.61 -

1658 Wy Uniform - - -22.40 -

1658 Wy Uniform - - -22.40 -

1659 Wy Uniform - - -80.61 -

1659 Wy Uniform - - -22.40 -

1659 Wy Uniform - - -22.40 -

1660 Wy Uniform - - -80.61 -

1660 Wy Uniform - - -22.40 -

1660 Wy Uniform - - -22.40 -

1703 Wy Uniform - - -40542.01 -

1704 Wy Uniform - - -38724.31 -

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1705 Wy Linear 0.00 0.00 -22.40 -22.40

1705 Wy Uniform - - -80.63 -

1706 Wy Uniform - - -80.61 -

1706 Wy Linear 0.00 0.00 -22.40 -22.40

1706 Wy Linear 0.00 0.00 -22.40 -22.40

1707 Wy Uniform - - -81.95 -

1707 Wy Linear 0.00 0.00 -22.40 -22.40

1707 Wy Linear 0.00 0.00 -22.40 -22.40

1708 Wy Linear 0.00 0.00 -22.40 -22.40

1708 Wy Linear 0.00 0.00 -22.40 -22.40

1708 Wy Uniform - - -80.61 -

1709 Wy Uniform - - -80.61 -

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1709 Wy Linear 0.00 0.00 -22.40 -22.40

1710 Wy Linear 0.00 0.00 -22.40 -22.40

1710 Wy Linear 0.00 0.00 -22.40 -22.40

1710 Wy Uniform - - -80.61 -

1711 Wy Uniform - - -80.63 -

1711 Wy Linear 0.00 0.00 -22.40 -22.40

1711 Wy Linear 0.00 0.00 -22.40 -22.40

1712 Wy Linear 0.00 0.00 -22.40 -22.40

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Member Loads - Dis. Grav.

Member Label Load Shape Left Dist Right Dist Left Mag Right Magcm cm kg,kg-m kg,kg-m

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1712 Wy Uniform - - -80.61 -

1713 Wy Linear 0.00 0.00 -22.40 -22.40

1713 Wy Uniform - - -80.70 -

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1714 Wy Uniform - - -80.61 -

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1714 Wy Linear 0.00 0.00 -22.40 -22.40

1715 Wy Linear 0.00 0.00 -22.40 -22.40

1715 Wy Linear 0.00 0.00 -22.40 -22.40

1715 Wy Uniform - - -80.61 -

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1716 Wy Uniform - - -80.61 -

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1717 Wy Uniform - - -80.63 -

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1717 Wy Linear 0.00 0.00 -22.40 -22.40

1718 Wy Linear 0.00 0.00 -22.40 -22.40

1718 Wy Uniform - - -80.61 -

1718 Wy Linear 0.00 0.00 -22.40 -22.40

1719 Wy Linear 0.00 0.00 -22.40 -22.40

1719 Wy Linear 0.00 0.00 -22.40 -22.40

1719 Wy Uniform - - -80.63 -

1720 Wy Uniform - - -80.61 -

1720 Wy Linear 0.00 0.00 -22.40 -22.40

1720 Wy Linear 0.00 0.00 -22.40 -22.40

1721 Wy Linear 0.00 0.00 -22.40 -22.40

1721 Wy Linear 0.00 0.00 -22.40 -22.40

1721 Wy Uniform - - -80.61 -

1722 Wy Linear 0.00 0.00 -22.40 -22.40

1722 Wy Linear 0.00 0.00 -22.40 -22.40

1722 Wy Uniform - - -80.61 -

1723 Wy Linear 0.00 0.00 -22.40 -22.40

1723 Wy Linear 0.00 0.00 -22.40 -22.40

1723 Wy Uniform - - -80.62 -

1724 Wy Linear 0.00 0.00 -22.40 -22.40

1724 Wy Linear 0.00 0.00 -22.40 -22.40

1724 Wy Uniform - - -80.61 -

1725 Wy Uniform - - -80.61 -

1725 Wy Linear 0.00 0.00 -22.40 -22.40

1725 Wy Linear 0.00 0.00 -22.40 -22.40

1726 Wy Linear 0.00 0.00 -22.40 -22.40

1726 Wy Uniform - - -80.61 -

1726 Wy Linear 0.00 0.00 -22.40 -22.40

1727 Wy Linear 0.00 0.00 -22.40 -22.40

1727 Wy Uniform - - -80.61 -

1727 Wy Linear 0.00 0.00 -22.40 -22.40

1728 Wy Linear 0.00 0.00 -22.40 -22.40

1728 Wy Uniform - - -80.61 -

1728 Wy Linear 0.00 0.00 -22.40 -22.40

1729 Wy Linear 0.00 0.00 -22.40 -22.40

1729 Wy Linear 0.00 0.00 -22.40 -22.40

1729 Wy Uniform - - -80.61 -

1730 Wy Uniform - - -80.61 -

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1730 Wy Linear 0.00 0.00 -22.40 -22.40

1731 Wy Linear 0.00 0.00 -22.40 -22.40

1731 Wy Linear 0.00 0.00 -22.40 -22.40

1731 Wy Uniform - - -80.61 -

1749 Wy Uniform - - -3.01 -

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1749 Wy Linear 0.00 0.00 -22.40 -22.40

1750 Wy Uniform - - -3.01 -

1750 Wy Linear 0.00 0.00 -22.40 -22.40

1750 Wy Linear 0.00 0.00 -22.40 -22.40

1779 Wy Uniform - - -3.01 -

1779 Wy Linear 0.00 0.00 -22.40 -22.40

1779 Wy Linear 0.00 0.00 -22.40 -22.40

1780 Wy Uniform - - -3.01 -

1780 Wy Linear 0.00 0.00 -22.40 -22.40

1780 Wy Linear 0.00 0.00 -22.40 -22.40

1781 Wy Linear 0.00 0.00 -22.40 -22.40

1781 Wy Uniform - - -3.01 -

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Member Loads - Dis. Grav.

Member Label Load Shape Left Dist Right Dist Left Mag Right Magcm cm kg,kg-m kg,kg-m

1781 Wy Linear 0.00 0.00 -22.40 -22.40

1782 Wy Uniform - - -3.01 -

1782 Wy Linear 0.00 0.00 -22.40 -22.40

1782 Wy Linear 0.00 0.00 -22.40 -22.40

1804 Wy Linear 0.00 0.00 -22.40 -22.40

1804 Wy Uniform - - -80.61 -

1804 Wy Linear 0.00 0.00 -22.40 -22.40

1805 Wy Uniform - - -80.61 -

1805 Wy Linear 0.00 0.00 -22.40 -22.40

1805 Wy Linear 0.00 0.00 -22.40 -22.40

1806 Wy Linear 0.00 0.00 -22.40 -22.40

1806 Wy Linear 0.00 0.00 -22.40 -22.40

1806 Wy Uniform - - -80.61 -

1807 Wy Linear 0.00 0.00 -22.40 -22.40

1807 Wy Linear 0.00 0.00 -22.40 -22.40

1807 Wy Uniform - - -80.61 -

1808 Wy Uniform - - -80.61 -

1808 Wy Linear 0.00 0.00 -22.40 -22.40

1808 Wy Linear 0.00 0.00 -22.40 -22.40

1809 Wy Uniform - - -80.61 -

1809 Wy Linear 0.00 0.00 -22.40 -22.40

1809 Wy Linear 0.00 0.00 -22.40 -22.40

1810 Wy Linear 0.00 0.00 -22.40 -22.40

1810 Wy Linear 0.00 0.00 -22.40 -22.40

1810 Wy Uniform - - -80.61 -

1811 Wy Uniform - - -80.61 -

1811 Wy Linear 0.00 0.00 -22.40 -22.40

1811 Wy Linear 0.00 0.00 -22.40 -22.40

1812 Wy Uniform - - -166349.18 -

1813 Wy Uniform - - -80.61 -

1813 Wy Linear 0.00 0.00 -22.40 -22.40

1813 Wy Linear 0.00 0.00 -22.40 -22.40

1814 Wy Linear 0.00 0.00 -22.40 -22.40

1814 Wy Linear 0.00 0.00 -22.40 -22.40

1814 Wy Uniform - - -80.61 -

1815 Wy Linear 0.00 0.00 -22.40 -22.40

1815 Wy Linear 0.00 0.00 -22.40 -22.40

1815 Wy Uniform - - -80.61 -

1816 Wy Uniform - - -80.61 -

1816 Wy Linear 0.00 0.00 -22.40 -22.40

1816 Wy Linear 0.00 0.00 -22.40 -22.40

1817 Wy Uniform - - -80.61 -

1817 Wy Linear 0.00 0.00 -22.40 -22.40

1817 Wy Linear 0.00 0.00 -22.40 -22.40

1818 Wy Uniform - - -80.61 -

1818 Wy Linear 0.00 0.00 -22.40 -22.40

1818 Wy Linear 0.00 0.00 -22.40 -22.40

1819 Wy Uniform - - -11701.53 -

1820 Wy Linear 0.00 0.00 -22.40 -22.40

1820 Wy Linear 0.00 0.00 -22.40 -22.40

1820 Wy Uniform - - -80.61 -

1821 Wy Linear 0.00 0.00 -22.40 -22.40

1821 Wy Linear 0.00 0.00 -22.40 -22.40

1821 Wy Uniform - - -80.61 -

1822 Wy Linear 0.00 0.00 -22.40 -22.40

1822 Wy Uniform - - -80.61 -

1822 Wy Linear 0.00 0.00 -22.40 -22.40

1823 Wy Linear 0.00 0.00 -22.40 -22.40

1823 Wy Uniform - - -80.61 -

1823 Wy Linear 0.00 0.00 -22.40 -22.40

1824 Wy Linear 0.00 0.00 -22.40 -22.40

1824 Wy Linear 0.00 0.00 -22.40 -22.40

1824 Wy Uniform - - -80.61 -

1825 Wy Uniform - - -11879.37 -

1826 Wy Uniform - - -11879.37 -

1827 Wy Linear 0.00 0.00 -22.40 -22.40

1827 Wy Uniform - - -80.61 -

1827 Wy Linear 0.00 0.00 -22.40 -22.40

1828 Wy Uniform - - -80.61 -

1828 Wy Linear 0.00 0.00 -22.40 -22.40

1828 Wy Linear 0.00 0.00 -22.40 -22.40

1829 Wy Uniform - - -80.61 -

1829 Wy Linear 0.00 0.00 -22.40 -22.40

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Member Loads - Dis. Grav.

Member Label Load Shape Left Dist Right Dist Left Mag Right Magcm cm kg,kg-m kg,kg-m

1829 Wy Linear 0.00 0.00 -22.40 -22.40

1830 Wy Linear 0.00 0.00 -22.40 -22.40

1830 Wy Uniform - - -80.61 -

1830 Wy Linear 0.00 0.00 -22.40 -22.40

There are no thermal 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

194 Dis. Grav. 0.13 -3.35 -0.23 -0.42 -0.02 0.02

196 Dis. Grav. 0.12 -5.47 -0.43 -0.32 -0.01 0.04

198 Dis. Grav. 0.10 -6.77 -0.56 -0.15 -0.01 0.03

200 Dis. Grav. 0.08 -6.92 -0.57 0.10 -0.01 0.00

202 Dis. Grav. 0.09 -5.75 -0.45 0.32 -0.00 -0.01

204 Dis. Grav. -0.02 -3.56 -0.24 0.44 -0.00 -0.01

217 Dis. Grav. -0.00 -0.31 -0.45 -0.13 0.01 -0.00

218 Dis. Grav. 0.01 -0.29 0.08 0.02 0.03 -0.00

219 Dis. Grav. 0.00 -0.34 -0.72 0.05 0.02 -0.00

220 Dis. Grav. 0.01 -0.30 0.06 -0.05 0.01 -0.00

221 Dis. Grav. 0.06 -0.30 0.03 -0.05 0.06 -0.01

222 Dis. Grav. 0.00 -0.35 0.14 0.25 -0.02 0.00

225 Dis. Grav. 0.08 -2.18 -0.17 -0.30 0.09 0.08

226 Dis. Grav. 0.05 -3.92 -0.31 -0.20 0.07 0.08

227 Dis. Grav. 0.07 -4.79 -0.32 -0.00 0.04 0.06

228 Dis. Grav. 0.06 -4.34 -0.19 0.23 0.01 0.02

229 Dis. Grav. 0.02 -2.65 0.05 0.41 -0.03 -0.00

234 Dis. Grav. 0.16 -2.09 0.05 -0.30 0.09 0.09

235 Dis. Grav. 0.14 -3.82 -0.17 -0.23 0.08 0.09

236 Dis. Grav. 0.12 -4.70 -0.41 -0.03 0.05 0.07

237 Dis. Grav. 0.08 -4.27 -0.55 0.20 0.03 0.03

238 Dis. Grav. 0.01 -2.59 -0.51 0.38 0.01 0.00

239 Dis. Grav. 0.00 -0.31 0.00 0.00 0.00 -0.01

240 Dis. Grav. 0.00 -0.31 0.00 0.00 0.00 -0.01

241 Dis. Grav. 0.00 -0.31 0.00 -0.02 -0.00 0.00

242 Dis. Grav. 0.00 -0.31 0.00 -0.02 -0.00 0.00

243 Dis. Grav. 0.00 -0.30 0.00 -0.02 0.00 0.00

297 Dis. Grav. 0.00 -0.33 -0.49 -0.14 -0.00 -0.00

298 Dis. Grav. 0.01 -0.34 -0.01 -0.01 -0.00 -0.01

299 Dis. Grav. -0.06 -0.26 -0.00 -0.01 -0.02 0.02

308 Dis. Grav. 0.00 -0.35 -0.88 0.02 0.00 0.00

309 Dis. Grav. 0.01 -0.37 0.02 -0.08 -0.01 -0.05

310 Dis. Grav. -0.16 -0.27 0.01 -0.00 -0.03 0.01

319 Dis. Grav. 0.07 -0.70 0.04 -0.27 -0.04 -0.05

320 Dis. Grav. 0.15 -1.52 0.01 -0.32 -0.01 0.01

321 Dis. Grav. 0.16 -1.98 -0.03 -0.34 -0.01 0.03

322 Dis. Grav. 0.17 -2.44 -0.07 -0.33 -0.01 0.04

323 Dis. Grav. 0.15 -3.32 -0.18 -0.29 0.01 0.05

324 Dis. Grav. 0.13 -3.70 -0.24 -0.26 0.01 0.05

325 Dis. Grav. 0.13 -4.03 -0.30 -0.22 -0.01 0.04

326 Dis. Grav. 0.14 -0.37 -0.19 -0.19 -0.00 -0.11

327 Dis. Grav. -0.22 -0.28 -0.06 -0.03 -0.05 -0.06

336 Dis. Grav. 0.13 -4.49 -0.41 -0.12 0.00 0.04

337 Dis. Grav. 0.12 -4.61 -0.46 -0.06 0.00 0.04

338 Dis. Grav. 0.13 -1.05 -0.33 -0.29 0.00 0.08

339 Dis. Grav. 0.11 -4.64 -0.50 0.01 0.00 0.03

340 Dis. Grav. 0.09 -1.94 -0.45 -0.33 -0.00 0.05

341 Dis. Grav. 0.08 -4.45 -0.56 0.13 0.01 0.01

342 Dis. Grav. 0.07 -4.23 -0.58 0.19 0.01 0.00

343 Dis. Grav. 0.12 -2.85 -0.53 -0.32 0.00 0.08

344 Dis. Grav. 0.06 -3.92 -0.59 0.25 0.01 -0.01

345 Dis. Grav. 0.05 -3.67 -0.58 -0.26 -0.00 0.07

346 Dis. Grav. 0.02 -3.10 -0.57 0.34 0.02 -0.03

347 Dis. Grav. -0.01 -2.60 -0.54 0.39 0.02 -0.03

348 Dis. Grav. 0.10 -4.27 -0.57 -0.17 -0.01 0.03

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Joint Displacements

Joint Label Load Case dx' dy' dz' Øx' Øy' Øz'cm cm cm deg deg deg

349 Dis. Grav. -0.02 -2.04 -0.50 0.40 0.01 -0.02

350 Dis. Grav. 0.06 -4.60 -0.53 -0.06 0.00 0.04

351 Dis. Grav. -0.00 -0.88 -0.39 0.45 -0.01 -0.00

352 Dis. Grav. 0.00 -0.36 -0.32 0.32 0.01 0.00

353 Dis. Grav. 0.07 -4.60 -0.45 0.07 -0.00 0.02

354 Dis. Grav. 0.06 -4.26 -0.33 0.19 -0.00 0.01

355 Dis. Grav. 0.09 -3.58 -0.19 0.30 0.00 -0.02

356 Dis. Grav. 0.04 -2.65 -0.04 0.38 0.03 -0.02

357 Dis. Grav. -0.02 -1.52 0.10 0.42 0.00 0.00

358 Dis. Grav. 0.00 -0.36 0.20 0.39 0.01 -0.00

359 Dis. Grav. 0.03 -0.66 0.03 -0.22 -0.02 -0.10

360 Dis. Grav. 0.00 -0.31 0.00 0.00 -0.00 0.01

361 Dis. Grav. 0.13 -3.64 -0.20 -0.24 -0.06 0.04

362 Dis. Grav. -0.02 -2.68 -0.58 0.37 0.04 -0.08

363 Dis. Grav. 0.12 -4.57 -0.42 -0.06 -0.05 0.02

364 Dis. Grav. 0.07 -4.25 -0.57 0.17 -0.01 -0.02

365 Dis. Grav. 0.01 -0.59 -0.05 -0.13 0.04 -0.17

369 Dis. Grav. 0.13 -0.97 -0.28 -0.24 0.00 -0.05

370 Dis. Grav. 0.00 -0.30 0.00 0.00 -0.00 0.01

371 Dis. Grav. 0.13 -1.08 -0.29 -0.26 -0.01 -0.06

372 Dis. Grav. 0.15 -1.92 0.02 -0.31 -0.02 0.02

373 Dis. Grav. 0.12 -1.30 0.05 -0.25 -0.04 -0.03

374 Dis. Grav. 0.06 -3.56 -0.45 -0.28 -0.04 0.06

375 Dis. Grav. 0.05 -2.82 -0.10 0.40 0.06 -0.02

376 Dis. Grav. 0.00 -0.30 0.00 0.00 -0.00 0.00

377 Dis. Grav. 0.15 -1.48 -0.32 -0.24 0.02 -0.03

378 Dis. Grav. 0.24 -0.80 -0.31 -0.10 0.02 -0.17

379 Dis. Grav. 0.11 -2.50 -0.30 0.27 0.06 -0.26

388 Dis. Grav. 0.06 -4.53 -0.45 -0.11 -0.00 0.06

389 Dis. Grav. 0.14 -1.56 -0.34 -0.25 0.03 -0.01

390 Dis. Grav. 0.06 -4.30 -0.34 0.15 0.05 0.00

391 Dis. Grav. 0.13 -1.63 -0.35 -0.26 0.03 0.01

392 Dis. Grav. 0.00 -0.30 0.00 0.00 0.00 0.00

393 Dis. Grav. 0.10 -1.84 -0.38 -0.28 0.02 0.02

394 Dis. Grav. 0.13 -3.54 -0.08 -0.23 -0.01 0.05

395 Dis. Grav. 0.14 -1.90 0.02 -0.28 0.03 -0.01

396 Dis. Grav. 0.13 -1.98 0.01 -0.28 0.05 -0.00

397 Dis. Grav. -0.01 -2.84 -0.74 0.35 0.07 -0.03

398 Dis. Grav. 0.13 -4.49 -0.30 -0.12 -0.02 0.05

399 Dis. Grav. 0.07 -1.07 -0.21 -0.11 0.03 -0.17

403 Dis. Grav. 0.00 -0.30 0.00 0.00 -0.00 0.00

404 Dis. Grav. 0.00 -0.33 -0.31 -0.09 -0.03 0.00

405 Dis. Grav. 0.01 -0.35 -0.61 0.01 -0.06 -0.00

406 Dis. Grav. 0.00 -0.37 -0.10 0.18 0.06 0.00

407 Dis. Grav. 0.08 -4.27 -0.56 0.06 -0.00 0.01

408 Dis. Grav. 0.10 -2.31 -0.42 -0.27 -0.01 -0.04

409 Dis. Grav. 0.06 -3.44 -0.47 -0.43 0.04 -0.04

410 Dis. Grav. 0.04 -2.95 -0.39 0.39 0.12 -0.30

411 Dis. Grav. 0.00 -0.29 0.00 0.00 0.00 0.01

412 Dis. Grav. -0.02 -2.64 -0.17 -0.21 0.04 -0.07

413 Dis. Grav. 0.11 -2.63 -0.43 -0.23 -0.01 -0.02

414 Dis. Grav. 0.17 -2.13 -0.43 -0.05 0.05 -0.39

415 Dis. Grav. 0.23 -2.16 -0.42 -0.10 0.01 -0.69

416 Dis. Grav. 0.19 -1.67 -0.41 -0.24 0.01 -0.36

417 Dis. Grav. 0.30 -1.28 -0.38 -0.09 0.01 -0.16

418 Dis. Grav. 0.02 -1.22 -0.35 0.11 -0.10 -0.13

439 Dis. Grav. 0.05 -4.39 -0.58 -0.25 0.04 -0.08

440 Dis. Grav. -0.03 -2.72 -0.19 -0.22 0.01 -0.07

441 Dis. Grav. -0.07 -2.46 -0.19 -0.16 -0.06 -0.12

442 Dis. Grav. -0.18 -1.97 -0.20 -0.17 0.01 -0.19

443 Dis. Grav. 0.02 -1.50 -0.23 -0.15 0.10 -0.16

444 Dis. Grav. 0.12 -1.31 -0.26 -0.10 0.02 -0.16

445 Dis. Grav. 0.05 -1.25 -0.28 -0.02 -0.10 -0.12

463 Dis. Grav. 0.11 -2.77 -0.44 -0.21 0.02 -0.08

464 Dis. Grav. 0.06 -3.53 -0.51 -0.66 0.01 0.02

465 Dis. Grav. 0.09 -5.74 -0.73 -0.03 -0.06 0.67

466 Dis. Grav. 0.05 -4.44 -0.59 -0.28 0.02 -0.13

467 Dis. Grav. 0.07 -6.83 -0.83 0.10 0.02 -0.17

468 Dis. Grav. 0.04 -4.25 -0.56 0.05 -0.01 0.01

469 Dis. Grav. 0.11 -2.78 -0.44 -0.20 0.02 -0.09

470 Dis. Grav. 0.04 -4.25 -0.56 0.05 -0.01 0.00

471 Dis. Grav. 0.08 -6.32 -0.77 0.17 0.05 -0.41

472 Dis. Grav. 0.03 -3.21 -0.45 0.44 0.06 -0.36

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Joint Displacements

Joint Label Load Case dx' dy' dz' Øx' Øy' Øz'cm cm cm deg deg deg

473 Dis. Grav. -0.03 -3.86 -0.52 0.61 0.04 -0.30

474 Dis. Grav. 0.00 -0.38 -0.17 0.19 0.03 -0.00

475 Dis. Grav. 0.00 -0.29 0.00 0.00 -0.00 0.00

476 Dis. Grav. 0.13 -3.40 -0.17 -0.21 0.05 0.08

477 Dis. Grav. 0.09 -2.94 -0.46 -0.21 0.02 -0.06

478 Dis. Grav. 0.01 -2.94 -0.82 0.30 -0.03 -0.02

479 Dis. Grav. 0.15 -4.32 -0.28 -0.14 -0.00 0.08

480 Dis. Grav. 0.00 -0.28 0.00 0.00 0.00 0.00

481 Dis. Grav. 0.09 -3.21 -0.18 -0.22 -0.06 0.00

482 Dis. Grav. 0.16 -1.51 -0.30 -0.09 0.01 -0.13

486 Dis. Grav. 0.06 -3.31 -0.49 -0.23 -0.02 0.06

487 Dis. Grav. 0.11 -4.20 -0.39 -0.02 -0.10 0.05

488 Dis. Grav. 0.13 -3.32 -0.17 -0.22 -0.05 0.02

489 Dis. Grav. 0.07 -3.45 -0.48 -0.21 -0.04 0.06

490 Dis. Grav. 0.01 -3.01 -0.31 0.35 -0.10 0.17

491 Dis. Grav. 0.00 -0.28 0.00 0.00 0.00 -0.00

492 Dis. Grav. 0.09 -3.55 -0.46 -0.20 -0.03 0.05

493 Dis. Grav. 0.32 -4.17 -0.46 0.33 0.06 -0.14

494 Dis. Grav. 0.58 -4.55 -0.45 -0.40 -0.03 -0.03

495 Dis. Grav. 0.32 -1.65 -0.45 -0.10 0.00 -0.10

496 Dis. Grav. 0.26 -3.53 -0.45 0.29 0.04 -0.08

505 Dis. Grav. 0.04 -4.20 -0.45 -0.15 -0.05 0.12

506 Dis. Grav. 0.19 -3.64 -0.20 -0.18 -0.01 0.05

507 Dis. Grav. 0.00 -0.28 0.00 0.00 -0.00 0.00

508 Dis. Grav. 0.01 -0.31 -0.19 -0.06 -0.02 -0.00

509 Dis. Grav. 0.01 -0.34 -0.38 -0.00 -0.04 0.00

510 Dis. Grav. 0.02 -4.10 -0.33 -0.10 -0.05 0.06

511 Dis. Grav. 0.00 -0.36 -0.14 0.11 -0.03 0.00

512 Dis. Grav. 0.09 -3.69 -0.45 -0.21 -0.02 0.10

513 Dis. Grav. 0.09 -3.75 -0.45 -0.19 -0.02 0.13

514 Dis. Grav. 0.04 -2.94 -0.67 0.28 -0.06 0.04

515 Dis. Grav. 0.08 -3.79 -0.44 -0.17 -0.00 0.11

516 Dis. Grav. 0.00 -0.28 0.00 0.00 0.00 0.00

517 Dis. Grav. 0.16 -4.08 -0.31 -0.08 0.02 0.10

518 Dis. Grav. 0.24 -1.79 -0.33 -0.09 -0.02 -0.07

522 Dis. Grav. 0.17 -3.90 -0.29 -0.11 0.02 0.07

523 Dis. Grav. 0.14 -3.97 -0.18 -0.03 -0.02 0.09

524 Dis. Grav. -0.02 -2.93 -0.24 0.27 0.05 -0.24

525 Dis. Grav. 0.00 -0.28 0.00 0.00 -0.00 0.00

526 Dis. Grav. 0.04 -3.94 -0.42 -0.08 -0.02 0.08

527 Dis. Grav. 0.10 -3.77 -0.43 0.05 0.02 -0.44

528 Dis. Grav. 0.11 -3.83 -0.43 0.10 -0.01 -0.62

529 Dis. Grav. 0.07 -3.54 -0.45 -0.08 0.04 -0.45

530 Dis. Grav. 0.20 -3.42 -0.46 -0.35 -0.05 -0.44

531 Dis. Grav. 0.16 -3.18 -0.47 -0.35 -0.05 -0.38

532 Dis. Grav. 0.23 -2.74 -0.48 0.09 0.11 -0.18

533 Dis. Grav. 0.33 -2.93 -0.48 -0.06 -0.01 -0.05

534 Dis. Grav. 0.24 -2.27 -0.47 -0.33 -0.01 -0.04

535 Dis. Grav. 0.30 -1.85 -0.44 -0.10 -0.05 -0.02

536 Dis. Grav. 0.04 -1.74 -0.41 0.09 -0.05 0.01

557 Dis. Grav. 0.16 -3.94 -0.33 -0.06 -0.01 0.08

558 Dis. Grav. 0.16 -3.94 -0.33 -0.05 -0.01 0.08

559 Dis. Grav. 0.03 -3.88 -0.33 -0.04 -0.14 -0.01

560 Dis. Grav. -0.36 -3.75 -0.31 -0.09 -0.08 -0.23

561 Dis. Grav. -0.40 -3.47 -0.29 -0.11 0.04 -0.32

562 Dis. Grav. -0.22 -3.05 -0.27 -0.17 0.09 -0.25

563 Dis. Grav. 0.05 -2.55 -0.27 -0.19 0.09 -0.15

564 Dis. Grav. 0.27 -2.05 -0.28 -0.16 0.05 -0.04

565 Dis. Grav. 0.28 -1.85 -0.31 -0.09 -0.04 -0.02

566 Dis. Grav. 0.19 -1.77 -0.33 -0.04 -0.09 -0.00

584 Dis. Grav. 0.00 -0.28 0.00 0.00 0.00 -0.00

585 Dis. Grav. 0.05 -3.96 -0.38 -0.03 -0.04 0.06

586 Dis. Grav. 0.06 -4.38 -0.42 -0.02 -0.10 0.89

587 Dis. Grav. -0.01 -3.80 -0.36 -0.38 -0.01 0.21

588 Dis. Grav. 0.08 -6.03 -0.58 0.16 -0.08 0.72

589 Dis. Grav. -0.04 -3.32 -0.31 0.26 -0.00 0.07

590 Dis. Grav. -0.03 -4.24 -0.40 0.69 -0.01 -0.05

591 Dis. Grav. -0.00 -0.37 -0.02 0.15 -0.04 0.00

592 Dis. Grav. -0.01 -3.80 -0.36 -0.37 -0.01 0.20

593 Dis. Grav. 0.18 -3.92 -0.35 -0.02 -0.01 0.09

594 Dis. Grav. 0.05 -3.96 -0.38 -0.01 -0.04 0.05

595 Dis. Grav. 0.08 -2.79 -0.49 0.21 -0.07 0.09

596 Dis. Grav. 0.00 -0.29 0.00 0.00 0.00 -0.00

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Joint Displacements

Joint Label Load Case dx' dy' dz' Øx' Øy' Øz'cm cm cm deg deg deg

597 Dis. Grav. 0.31 -1.83 -0.25 -0.09 -0.06 0.03

601 Dis. Grav. 0.06 -3.84 -0.32 0.04 -0.02 0.12

602 Dis. Grav. 0.06 -3.79 -0.31 0.03 -0.01 0.14

603 Dis. Grav. -0.06 -2.69 -0.15 0.18 -0.13 0.37

604 Dis. Grav. 0.00 -0.29 0.00 0.00 -0.00 -0.00

605 Dis. Grav. 0.01 -0.33 -0.11 -0.03 -0.02 -0.00

606 Dis. Grav. 0.01 -0.36 -0.21 0.01 -0.03 -0.01

607 Dis. Grav. -0.00 -0.37 0.04 0.10 -0.04 -0.00

608 Dis. Grav. 0.16 -3.59 -0.34 0.07 0.08 0.17

609 Dis. Grav. 0.17 -3.70 -0.39 0.06 0.02 0.11

610 Dis. Grav. 0.00 -3.60 -0.29 0.09 0.02 0.11

611 Dis. Grav. 0.18 -4.86 -0.29 0.59 0.04 -0.23

612 Dis. Grav. 0.49 -6.53 -0.29 0.12 0.01 -0.03

613 Dis. Grav. 0.58 -6.04 -0.29 -0.24 -0.04 -0.04

614 Dis. Grav. 0.59 -4.70 -0.30 -0.52 -0.08 -0.01

615 Dis. Grav. 0.23 -1.77 -0.30 -0.09 -0.05 0.07

616 Dis. Grav. 0.26 -3.54 -0.30 0.27 0.01 0.08

625 Dis. Grav. 0.00 -0.29 0.00 0.00 0.00 0.00

626 Dis. Grav. -0.02 -3.51 -0.27 0.07 -0.00 0.11

627 Dis. Grav. 0.11 -2.48 -0.28 0.20 -0.06 0.12

628 Dis. Grav. -0.02 -3.40 -0.24 0.09 -0.04 0.16

629 Dis. Grav. -0.01 -3.38 -0.24 0.11 -0.05 0.16

630 Dis. Grav. 0.16 -3.33 -0.40 0.13 -0.03 0.13

631 Dis. Grav. 0.17 -3.27 -0.39 0.14 -0.04 0.13

632 Dis. Grav. 0.00 -0.29 0.00 0.00 -0.00 0.00

633 Dis. Grav. 0.33 -1.63 -0.12 -0.11 -0.05 0.11

637 Dis. Grav. 0.04 -2.98 -0.12 0.11 -0.07 0.14

638 Dis. Grav. -0.08 -2.32 0.02 0.10 0.01 0.06

639 Dis. Grav. 0.00 -0.29 0.00 0.00 0.00 -0.00

640 Dis. Grav. 0.25 -2.65 -0.31 0.20 -0.01 0.14

641 Dis. Grav. 0.08 -2.76 -0.06 0.15 -0.02 0.24

642 Dis. Grav. -0.03 -3.30 -0.06 0.14 -0.06 -0.23

643 Dis. Grav. -0.03 -3.31 -0.06 0.15 -0.06 -0.21

644 Dis. Grav. -0.06 -3.74 -0.09 0.24 0.08 -0.06

645 Dis. Grav. 0.08 -4.19 -0.12 0.02 -0.02 -0.01

646 Dis. Grav. 0.01 -3.97 -0.14 -0.15 -0.04 0.09

647 Dis. Grav. 0.08 -3.97 -0.19 0.15 0.06 0.34

648 Dis. Grav. 0.11 -4.08 -0.20 0.18 0.01 0.45

649 Dis. Grav. 0.07 -3.74 -0.24 -0.12 0.04 0.39

650 Dis. Grav. 0.19 -3.56 -0.28 -0.41 -0.07 0.44

651 Dis. Grav. 0.15 -3.29 -0.28 -0.41 -0.06 0.38

652 Dis. Grav. 0.21 -2.68 -0.31 0.00 0.09 0.28

653 Dis. Grav. 0.29 -2.77 -0.30 -0.13 -0.03 0.29

654 Dis. Grav. 0.14 -2.04 -0.30 -0.37 -0.05 0.23

655 Dis. Grav. 0.13 -1.47 -0.26 -0.11 -0.06 0.16

656 Dis. Grav. -0.07 -1.29 -0.21 0.07 -0.01 0.16

677 Dis. Grav. 0.00 -0.29 0.00 0.00 0.00 -0.01

678 Dis. Grav. 0.25 -2.56 -0.31 0.21 -0.00 0.14

679 Dis. Grav. 0.16 -2.96 -0.30 0.28 -0.12 0.09

680 Dis. Grav. -0.12 -3.51 -0.27 0.14 -0.03 0.03

681 Dis. Grav. -0.01 -3.86 -0.23 0.09 0.08 0.04

682 Dis. Grav. 0.24 -3.96 -0.17 -0.00 0.10 0.14

683 Dis. Grav. 0.46 -3.84 -0.11 -0.10 0.04 0.24

684 Dis. Grav. 0.55 -3.49 -0.06 -0.14 0.02 0.27

685 Dis. Grav. 0.56 -2.96 -0.02 -0.22 -0.01 0.27

686 Dis. Grav. 0.50 -2.32 -0.01 -0.23 -0.03 0.21

687 Dis. Grav. 0.39 -1.70 -0.04 -0.22 -0.04 0.18

688 Dis. Grav. 0.33 -1.43 -0.07 -0.11 -0.05 0.16

689 Dis. Grav. 0.24 -1.33 -0.10 -0.07 -0.07 0.16

707 Dis. Grav. 0.13 -2.05 -0.27 0.20 0.03 0.22

708 Dis. Grav. 0.01 -2.29 -0.04 0.20 0.05 0.20

709 Dis. Grav. -0.02 -2.17 -0.05 0.15 0.05 0.16

710 Dis. Grav. -0.09 -2.14 -0.05 -0.14 0.01 0.36

711 Dis. Grav. -0.04 -2.90 -0.12 0.47 -0.10 1.09

712 Dis. Grav. -0.00 -0.37 0.13 0.10 0.01 0.00

713 Dis. Grav. 0.00 -0.30 0.00 0.00 -0.00 -0.00

714 Dis. Grav. 0.01 -0.33 -0.05 -0.02 -0.01 -0.00

715 Dis. Grav. 0.02 -0.36 -0.09 0.01 -0.02 0.00

716 Dis. Grav. -0.00 -0.37 0.13 0.10 0.01 -0.00

717 Dis. Grav. -0.03 -2.13 -0.05 0.14 0.05 0.15

718 Dis. Grav. 0.16 -1.92 -0.31 0.20 0.04 0.17

719 Dis. Grav. 0.31 -1.18 -0.03 -0.08 -0.04 0.19

723 Dis. Grav. -0.09 -1.85 -0.06 0.20 0.02 0.26

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Joint Displacements

Joint Label Load Case dx' dy' dz' Øx' Øy' Øz'cm cm cm deg deg deg

724 Dis. Grav. 0.13 -1.75 -0.31 0.21 0.02 0.18

725 Dis. Grav. 0.00 -0.30 0.00 0.00 0.00 -0.00

726 Dis. Grav. -0.11 -1.53 -0.04 0.22 -0.01 0.23

727 Dis. Grav. -0.11 -1.32 -0.03 0.18 -0.04 0.20

728 Dis. Grav. -0.03 -2.12 -0.03 0.53 0.05 0.30

729 Dis. Grav. 0.06 -3.93 -0.03 0.20 0.03 0.79

730 Dis. Grav. 0.08 -4.25 -0.03 -0.03 -0.01 0.97

731 Dis. Grav. 0.08 -3.91 -0.04 -0.04 -0.02 0.84

732 Dis. Grav. 0.21 -3.67 -0.04 -0.06 -0.03 0.71

733 Dis. Grav. 0.34 -3.10 -0.05 -0.35 -0.08 0.53

734 Dis. Grav. 0.02 -0.92 -0.05 -0.03 -0.05 0.22

735 Dis. Grav. 0.12 -2.65 -0.05 0.28 0.02 0.24

744 Dis. Grav. 0.00 -0.30 0.00 0.00 0.00 -0.01

745 Dis. Grav. 0.12 -1.17 -0.24 0.19 -0.03 0.14

746 Dis. Grav. -0.04 -0.93 0.03 0.15 -0.04 0.20

747 Dis. Grav. 0.00 -0.31 0.00 0.00 -0.00 -0.01

748 Dis. Grav. -0.04 -0.82 0.04 0.15 -0.02 0.16

749 Dis. Grav. 0.24 -0.57 -0.01 -0.01 0.00 0.24

753 Dis. Grav. 0.00 -0.32 0.00 0.00 0.00 -0.01

754 Dis. Grav. 0.08 -0.56 -0.12 0.16 0.01 0.11

755 Dis. Grav. 0.00 -0.32 0.00 -0.02 -0.00 0.00

756 Dis. Grav. 0.00 -0.30 0.00 -0.02 0.00 0.00

757 Dis. Grav. 0.00 -0.29 0.00 -0.02 -0.00 0.00

758 Dis. Grav. 0.00 -0.28 0.00 -0.01 -0.00 0.00

759 Dis. Grav. 0.00 -0.27 0.00 -0.01 -0.00 0.00

760 Dis. Grav. 0.00 -0.27 0.00 -0.00 0.00 0.00

761 Dis. Grav. 0.00 -0.26 0.00 -0.00 -0.00 0.00

762 Dis. Grav. 0.00 -0.26 0.00 -0.01 0.00 0.00

763 Dis. Grav. 0.00 -0.26 0.00 -0.00 -0.00 0.00

764 Dis. Grav. 0.00 -0.25 0.00 -0.00 -0.00 0.00

765 Dis. Grav. 0.00 -0.25 0.00 0.00 -0.00 0.00

766 Dis. Grav. 0.00 -0.26 0.00 0.00 -0.00 0.00

767 Dis. Grav. 0.00 -0.26 0.00 -0.00 0.00 0.00

768 Dis. Grav. 0.00 -0.25 0.00 -0.00 -0.00 0.00

769 Dis. Grav. 0.00 -0.25 0.00 -0.00 -0.00 0.00

770 Dis. Grav. 0.00 -0.25 0.00 -0.00 -0.00 0.00

771 Dis. Grav. 0.00 -0.25 0.00 0.00 0.00 0.00

772 Dis. Grav. 0.00 -0.25 0.00 0.00 -0.00 0.00

773 Dis. Grav. 0.00 -0.25 0.00 -0.00 0.00 0.00

774 Dis. Grav. 0.00 -0.25 0.00 -0.00 -0.00 0.00

775 Dis. Grav. 0.00 -0.25 0.00 -0.00 0.00 0.00

776 Dis. Grav. 0.00 -0.25 0.00 -0.00 -0.00 0.00

777 Dis. Grav. 0.00 -0.25 0.00 0.00 0.00 0.00

778 Dis. Grav. 0.00 -0.25 0.00 0.00 -0.00 0.00

779 Dis. Grav. 0.00 -0.25 0.00 -0.00 0.00 0.00

780 Dis. Grav. 0.00 -0.25 0.00 -0.00 -0.00 0.00

781 Dis. Grav. 0.00 -0.25 0.00 -0.00 0.00 0.00

782 Dis. Grav. 0.00 -0.24 0.00 -0.00 -0.00 0.00

783 Dis. Grav. 0.00 -0.24 0.00 -0.00 0.00 0.00

784 Dis. Grav. 0.00 -0.24 0.00 0.00 -0.00 0.00

785 Dis. Grav. 0.00 -0.24 0.00 0.00 0.00 0.00

786 Dis. Grav. 0.00 -0.24 0.00 0.00 -0.00 0.00

787 Dis. Grav. 0.00 -0.25 0.00 0.00 0.00 0.00

788 Dis. Grav. 0.00 -0.25 0.00 0.01 -0.00 0.00

789 Dis. Grav. 0.00 -0.26 0.00 0.01 0.00 0.00

790 Dis. Grav. 0.00 -0.26 0.00 0.01 -0.00 0.00

791 Dis. Grav. 0.00 -0.27 0.00 0.00 0.00 0.00

792 Dis. Grav. 0.00 -0.27 0.00 -0.00 -0.00 0.00

793 Dis. Grav. 0.00 -0.27 0.00 -0.00 0.00 0.00

794 Dis. Grav. 0.00 -0.27 0.00 0.00 -0.00 0.00

795 Dis. Grav. 0.00 -0.27 0.00 0.00 0.00 0.00

796 Dis. Grav. 0.00 -0.27 0.00 0.00 -0.00 0.00

797 Dis. Grav. 0.00 -0.27 0.00 -0.00 0.00 0.00

798 Dis. Grav. 0.00 -0.27 0.00 -0.01 -0.00 0.00

852 Dis. Grav. 0.02 -0.34 -0.03 -0.00 -0.00 -0.00

853 Dis. Grav. 0.02 -0.30 -0.03 -0.01 -0.00 -0.00

854 Dis. Grav. 0.02 -0.29 -0.02 -0.00 0.00 -0.00

855 Dis. Grav. 0.03 -0.28 -0.02 -0.00 0.00 -0.00

856 Dis. Grav. 0.05 -0.28 -0.02 -0.00 0.01 -0.01

857 Dis. Grav. 0.09 -0.26 -0.01 -0.00 0.01 -0.02

858 Dis. Grav. 0.15 -0.31 -0.01 0.01 0.02 -0.04

859 Dis. Grav. 0.24 -0.29 -0.01 -0.00 0.00 -0.07

860 Dis. Grav. 0.23 -0.26 -0.01 -0.00 -0.01 -0.06

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Joint Displacements

Joint Label Load Case dx' dy' dz' Øx' Øy' Øz'cm cm cm deg deg deg

869 Dis. Grav. 0.02 -0.35 -0.04 -0.01 -0.00 -0.00

870 Dis. Grav. -0.01 -0.33 -0.04 0.00 -0.01 0.02

871 Dis. Grav. -0.05 -0.31 -0.03 -0.00 -0.01 0.04

872 Dis. Grav. -0.05 -0.31 -0.03 0.00 0.01 0.04

873 Dis. Grav. 0.01 -0.31 -0.03 -0.00 0.02 0.04

874 Dis. Grav. 0.11 -0.27 -0.02 0.00 0.02 0.02

875 Dis. Grav. 0.25 -0.34 -0.02 0.01 0.04 0.01

876 Dis. Grav. 0.46 -0.30 -0.02 -0.00 0.00 0.01

877 Dis. Grav. 0.38 -0.27 -0.01 -0.00 -0.02 0.03

886 Dis. Grav. 0.04 -0.35 -0.07 0.03 0.00 0.02

887 Dis. Grav. 0.19 -0.30 -0.01 0.00 -0.00 0.16

891 Dis. Grav. -0.02 -0.35 0.01 0.07 0.00 0.05

892 Dis. Grav. -0.20 -0.35 -0.01 -0.00 -0.05 0.07

893 Dis. Grav. -0.30 -0.36 -0.01 0.00 -0.05 0.11

894 Dis. Grav. -0.43 -0.34 -0.02 -0.00 -0.04 0.13

895 Dis. Grav. -0.48 -0.35 -0.01 0.00 -0.02 0.18

896 Dis. Grav. -0.51 -0.33 -0.01 -0.00 0.00 0.15

897 Dis. Grav. -0.50 -0.34 -0.01 0.01 0.00 0.19

898 Dis. Grav. -0.47 -0.33 -0.01 0.00 0.02 0.16

899 Dis. Grav. -0.45 -0.34 -0.01 0.01 0.03 0.19

900 Dis. Grav. -0.32 -0.28 -0.01 -0.00 0.04 0.18

901 Dis. Grav. -0.30 -0.29 -0.01 0.02 0.05 0.20

902 Dis. Grav. -0.09 -0.35 -0.01 0.00 0.03 0.13

903 Dis. Grav. -0.08 -0.35 -0.01 0.01 0.03 0.15

904 Dis. Grav. -0.08 -0.30 -0.01 -0.00 -0.01 0.20

905 Dis. Grav. -0.23 -0.27 -0.01 -0.00 -0.03 0.22

1383 Dis. Grav. 0.22 -0.34 -0.01 0.01 0.03 0.04

1388 Dis. Grav. 0.17 -0.31 -0.01 0.01 0.01 -0.04

1465 Dis. Grav. -0.43 -0.35 -0.01 0.00 0.03 0.18

1473 Dis. Grav. -0.45 -0.34 -0.01 0.01 0.03 0.19

1481 Dis. Grav. -0.47 -0.33 -0.01 0.00 0.02 0.16

1489 Dis. Grav. -0.48 -0.34 -0.01 -0.01 0.01 0.16

1497 Dis. Grav. -0.49 -0.34 -0.01 -0.01 0.01 0.16

1505 Dis. Grav. -0.49 -0.34 -0.01 -0.00 0.01 0.17

1513 Dis. Grav. -0.50 -0.34 -0.01 0.00 0.00 0.18

1521 Dis. Grav. -0.50 -0.34 -0.01 0.01 0.00 0.18

1529 Dis. Grav. -0.50 -0.33 -0.01 0.00 0.00 0.16

1537 Dis. Grav. -0.50 -0.34 -0.01 -0.01 -0.00 0.15

1545 Dis. Grav. -0.50 -0.34 -0.02 -0.01 -0.01 0.15

1553 Dis. Grav. -0.50 -0.35 -0.02 -0.00 -0.01 0.16

1561 Dis. Grav. -0.49 -0.35 -0.02 0.00 -0.02 0.17

1569 Dis. Grav. -0.47 -0.35 -0.01 0.01 -0.03 0.16

1577 Dis. Grav. -0.45 -0.34 -0.02 0.00 -0.03 0.14

1585 Dis. Grav. -0.42 -0.34 -0.02 -0.01 -0.04 0.12

1593 Dis. Grav. -0.39 -0.35 -0.02 -0.01 -0.04 0.12

1601 Dis. Grav. -0.35 -0.36 -0.02 -0.01 -0.05 0.11

1609 Dis. Grav. -0.31 -0.36 -0.01 -0.00 -0.05 0.11

1617 Dis. Grav. -0.27 -0.36 -0.01 0.00 -0.05 0.10

1625 Dis. Grav. -0.23 -0.35 -0.01 0.00 -0.06 0.08

1633 Dis. Grav. -0.19 -0.35 -0.01 -0.01 -0.05 0.07

1641 Dis. Grav. -0.15 -0.37 -0.01 -0.02 -0.05 0.06

1649 Dis. Grav. -0.11 -0.38 -0.01 -0.02 -0.05 0.05

1657 Dis. Grav. -0.07 -0.39 -0.01 -0.01 -0.04 0.05

1665 Dis. Grav. -0.05 -0.39 -0.00 0.00 -0.03 0.05

1673 Dis. Grav. -0.03 -0.38 0.00 0.04 -0.02 0.05

1813 Dis. Grav. -0.12 -0.29 -0.08 -0.05 -0.10 -0.03

1819 Dis. Grav. 0.04 -0.31 -0.12 -0.12 -0.08 -0.06

1971 Dis. Grav. 0.07 -0.31 -0.02 -0.06 0.07 -0.02

1977 Dis. Grav. 0.08 -0.31 -0.07 -0.08 0.07 -0.03

1983 Dis. Grav. 0.09 -0.32 -0.13 -0.11 0.06 -0.06

1989 Dis. Grav. 0.11 -0.34 -0.17 -0.16 0.03 -0.10

2185 Dis. Grav. 0.00 -0.36 0.17 0.27 -0.02 -0.00

2193 Dis. Grav. 0.00 -0.37 0.19 0.29 -0.02 -0.00

2201 Dis. Grav. 0.00 -0.37 0.20 0.33 -0.01 0.00

2216 Dis. Grav. 0.00 -0.36 0.19 0.35 0.04 -0.01

2224 Dis. Grav. 0.00 -0.37 0.14 0.30 0.07 -0.01

2232 Dis. Grav. 0.00 -0.37 0.08 0.26 0.08 -0.00

2240 Dis. Grav. 0.00 -0.37 0.01 0.22 0.08 0.00

2248 Dis. Grav. 0.00 -0.37 -0.06 0.20 0.07 0.00

2258 Dis. Grav. 0.00 -0.34 -0.37 -0.09 -0.03 0.00

2270 Dis. Grav. 0.00 -0.38 -0.18 0.17 0.01 0.00

2278 Dis. Grav. -0.00 -0.37 -0.18 0.14 -0.01 0.01

2286 Dis. Grav. -0.00 -0.37 -0.17 0.12 -0.02 0.01

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Joint Label Load Case dx' dy' dz' Øx' Øy' Øz'cm cm cm deg deg deg

2301 Dis. Grav. 0.00 -0.36 -0.11 0.11 -0.04 -0.01

2309 Dis. Grav. 0.00 -0.37 -0.08 0.12 -0.04 -0.01

2317 Dis. Grav. 0.00 -0.37 -0.04 0.14 -0.04 -0.00

2336 Dis. Grav. 0.01 -0.35 -0.21 -0.00 -0.03 -0.01

2339 Dis. Grav. -0.00 -0.37 0.06 0.10 -0.03 -0.00

2347 Dis. Grav. -0.00 -0.37 0.09 0.10 -0.03 -0.00

2355 Dis. Grav. -0.00 -0.38 0.11 0.09 -0.02 -0.00

2363 Dis. Grav. -0.00 -0.38 0.13 0.09 -0.01 0.00

2371 Dis. Grav. -0.00 -0.37 0.13 0.10 0.00 0.00

2373 Dis. Grav. 0.01 -0.33 -0.03 -0.02 -0.01 -0.00

2375 Dis. Grav. 0.01 -0.35 -0.09 -0.01 -0.02 -0.00

2386 Dis. Grav. -0.01 -0.38 0.10 0.08 0.03 -0.01

2394 Dis. Grav. -0.01 -0.39 0.08 0.08 0.04 -0.00

2402 Dis. Grav. -0.01 -0.39 0.05 0.07 0.03 0.01

2410 Dis. Grav. -0.02 -0.38 0.02 0.07 0.02 0.03

Joint Reactions

Joint Label Load Case Rx' Ry' Rz' Mx' My' Mz'kg kg kg kg-m kg-m kg-m

194 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 0.00

196 Dis. Grav. -0.00 0.00 -0.00 -0.00 -0.00 0.00

198 Dis. Grav. 0.00 0.00 0.00 -0.00 0.00 0.00

200 Dis. Grav. -0.00 -0.00 0.00 -0.00 -0.00 0.00

202 Dis. Grav. -0.00 -0.00 0.00 -0.00 0.00 0.00

204 Dis. Grav. -0.00 -0.00 -0.00 0.00 0.00 -0.00

217 Dis. Grav. 0.00 0.00 -0.00 -0.00 -0.00 -0.00

218 Dis. Grav. -0.00 0.00 0.00 0.00 0.00 -0.00

219 Dis. Grav. -0.00 0.00 0.00 0.00 0.00 0.00

220 Dis. Grav. -0.00 0.00 -0.00 0.00 0.00 -0.00

221 Dis. Grav. -0.00 0.00 -0.00 0.00 -0.00 -0.00

222 Dis. Grav. 0.00 0.00 -0.00 -0.00 -0.00 -0.00

225 Dis. Grav. 0.00 -0.00 0.00 -0.00 0.00 -0.00

226 Dis. Grav. -0.00 0.00 0.00 0.00 0.00 -0.00

227 Dis. Grav. -0.00 0.00 0.00 0.00 -0.00 0.00

228 Dis. Grav. 0.00 -0.00 -0.00 -0.00 -0.00 0.00

229 Dis. Grav. -0.00 0.00 0.00 -0.00 -0.00 -0.00

234 Dis. Grav. -0.00 -0.00 -0.00 0.00 -0.00 0.00

235 Dis. Grav. 0.00 0.00 0.00 -0.00 0.00 -0.00

236 Dis. Grav. 0.00 -0.00 -0.00 -0.00 0.00 0.00

237 Dis. Grav. -0.00 0.00 0.00 0.00 -0.00 0.00

238 Dis. Grav. -0.00 -0.00 -0.00 -0.00 -0.00 -0.00

239 Dis. Grav. 452.75 2091.32 26.25 647.19 -0.00 0.00

240 Dis. Grav. 565.86 2061.71 17.34 628.10 0.00 -0.00

241 Dis. Grav. -112.77 2121.95 446.74 -0.00 -0.00 434.71

242 Dis. Grav. -858.74 2105.27 -96.94 -0.00 0.00 2722.25

243 Dis. Grav. 8.71 1996.57 -370.42 -0.00 -0.00 0.46

297 Dis. Grav. 0.00 0.00 0.00 -0.00 -0.00 -0.00

298 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 0.00

299 Dis. Grav. -0.00 -0.00 0.00 0.00 -0.00 0.00

308 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 0.00

309 Dis. Grav. 0.00 0.00 -0.00 -0.00 0.00 -0.00

310 Dis. Grav. -0.00 0.00 -0.00 0.00 -0.00 -0.00

319 Dis. Grav. -0.00 -0.00 0.00 0.00 0.00 0.00

320 Dis. Grav. -0.00 -0.00 0.00 0.00 -0.00 0.00

321 Dis. Grav. 0.00 0.00 -0.00 -0.00 0.00 0.00

322 Dis. Grav. -0.00 0.00 -0.00 0.00 0.00 -0.00

323 Dis. Grav. 0.00 0.00 0.00 0.00 -0.00 0.00

324 Dis. Grav. 0.00 0.00 -0.00 -0.00 -0.00 0.00

325 Dis. Grav. -0.00 -0.00 0.00 0.00 0.00 0.00

326 Dis. Grav. -0.00 0.00 -0.00 -0.00 -0.00 -0.00

327 Dis. Grav. -0.00 0.00 -0.00 -0.00 -0.00 0.00

336 Dis. Grav. -0.00 0.00 -0.00 0.00 0.00 0.00

337 Dis. Grav. 0.00 -0.00 0.00 -0.00 0.00 0.00

338 Dis. Grav. 0.00 0.00 0.00 0.00 -0.00 0.00

339 Dis. Grav. 0.00 -0.00 0.00 -0.00 -0.00 -0.00

340 Dis. Grav. -0.00 0.00 0.00 -0.00 -0.00 0.00

341 Dis. Grav. 0.00 0.00 -0.00 0.00 0.00 0.00

342 Dis. Grav. -0.00 -0.00 -0.00 0.00 0.00 0.00

343 Dis. Grav. 0.00 -0.00 0.00 -0.00 -0.00 -0.00

344 Dis. Grav. 0.00 0.00 0.00 0.00 -0.00 -0.00

345 Dis. Grav. -0.00 0.00 -0.00 -0.00 0.00 0.00

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Joint Reactions

Joint Label Load Case Rx' Ry' Rz' Mx' My' Mz'kg kg kg kg-m kg-m kg-m

346 Dis. Grav. 0.00 0.00 0.00 -0.00 -0.00 -0.00

347 Dis. Grav. 0.00 0.00 -0.00 0.00 -0.00 -0.00

348 Dis. Grav. -0.00 0.00 -0.00 -0.00 -0.00 0.00

349 Dis. Grav. 0.00 -0.00 -0.00 0.00 0.00 -0.00

350 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 0.00

351 Dis. Grav. 0.00 -0.00 0.00 -0.00 0.00 0.00

352 Dis. Grav. 0.00 -0.00 0.00 -0.00 0.00 0.00

353 Dis. Grav. 0.00 0.00 -0.00 -0.00 0.00 0.00

354 Dis. Grav. -0.00 0.00 -0.00 -0.00 0.00 0.00

355 Dis. Grav. 0.00 0.00 -0.00 0.00 0.00 -0.00

356 Dis. Grav. 0.00 -0.00 -0.00 0.00 0.00 0.00

357 Dis. Grav. 0.00 0.00 0.00 -0.00 0.00 0.00

358 Dis. Grav. -0.00 0.00 -0.00 -0.00 -0.00 0.00

359 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 0.00

360 Dis. Grav. -420.50 2093.84 0.58 577.00 0.00 -0.00

361 Dis. Grav. -0.00 -0.00 -0.00 0.00 -0.00 0.00

362 Dis. Grav. -0.00 0.00 0.00 -0.00 -0.00 0.00

363 Dis. Grav. 0.00 -0.00 -0.00 0.00 0.00 0.00

364 Dis. Grav. 0.00 -0.00 -0.00 0.00 -0.00 0.00

365 Dis. Grav. 0.00 -0.00 -0.00 -0.00 0.00 0.00

369 Dis. Grav. -0.00 0.00 -0.00 0.00 0.00 0.00

370 Dis. Grav. -246.92 2047.96 7.11 11.00 -0.00 0.00

371 Dis. Grav. 0.00 -0.00 0.00 0.00 0.00 0.00

372 Dis. Grav. 0.00 -0.00 0.00 0.00 0.00 -0.00

373 Dis. Grav. 0.00 -0.00 -0.00 0.00 -0.00 -0.00

374 Dis. Grav. 0.00 -0.00 -0.00 -0.00 -0.00 -0.00

375 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 0.00

376 Dis. Grav. -65.29 2015.88 2.13 10.91 0.00 0.00

377 Dis. Grav. 0.00 0.00 -0.00 -0.00 0.00 0.00

378 Dis. Grav. -0.00 0.00 0.00 0.00 0.00 -0.00

379 Dis. Grav. 0.00 -0.00 0.00 0.00 0.00 0.00

388 Dis. Grav. 0.00 0.00 0.00 0.00 -0.00 0.00

389 Dis. Grav. 0.00 0.00 -0.00 0.00 -0.00 -0.00

390 Dis. Grav. 0.00 0.00 0.00 0.00 -0.00 0.00

391 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 0.00

392 Dis. Grav. 105.81 2003.21 15.71 10.71 -0.00 0.00

393 Dis. Grav. 0.00 -0.00 0.00 0.00 0.00 -0.00

394 Dis. Grav. 0.00 0.00 0.00 -0.00 -0.00 0.00

395 Dis. Grav. -0.00 0.00 -0.00 0.00 0.00 0.00

396 Dis. Grav. 0.00 0.00 -0.00 0.00 -0.00 0.00

397 Dis. Grav. 0.00 0.00 0.00 0.00 -0.00 0.00

398 Dis. Grav. -0.00 -0.00 -0.00 0.00 0.00 0.00

399 Dis. Grav. -0.00 -0.00 0.00 0.00 -0.00 -0.00

403 Dis. Grav. -38.05 1992.56 21.46 51.07 -0.00 0.00

404 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 0.00

405 Dis. Grav. -0.00 -0.00 0.00 0.00 -0.00 0.00

406 Dis. Grav. 0.00 -0.00 0.00 -0.00 0.00 0.00

407 Dis. Grav. -0.00 -0.00 -0.00 0.00 -0.00 0.00

408 Dis. Grav. -0.00 -0.00 0.00 -0.00 -0.00 -0.00

409 Dis. Grav. -0.00 0.00 0.00 0.00 -0.00 0.00

410 Dis. Grav. -0.00 0.00 -0.00 0.00 0.00 -0.00

411 Dis. Grav. -259.47 1959.32 -6.98 9.12 0.00 0.00

412 Dis. Grav. -0.00 0.00 0.00 0.00 0.00 0.00

413 Dis. Grav. 0.00 0.00 -0.00 -0.00 -0.00 0.00

414 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 0.00

415 Dis. Grav. 0.00 0.00 -0.00 -0.00 0.00 0.00

416 Dis. Grav. -0.00 0.00 0.00 0.00 0.00 -0.00

417 Dis. Grav. 0.00 -0.00 -0.00 0.00 0.00 0.00

418 Dis. Grav. 0.00 -0.00 0.00 -0.00 -0.00 0.00

439 Dis. Grav. 0.00 0.00 0.00 0.00 0.00 0.00

440 Dis. Grav. 0.00 -0.00 0.00 0.00 0.00 0.00

441 Dis. Grav. 0.00 -0.00 -0.00 -0.00 0.00 0.00

442 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 0.00

443 Dis. Grav. -0.00 0.00 0.00 -0.00 -0.00 0.00

444 Dis. Grav. 0.00 -0.00 0.00 0.00 -0.00 -0.00

445 Dis. Grav. -0.00 -0.00 -0.00 -0.00 0.00 0.00

463 Dis. Grav. 0.00 0.00 0.00 -0.00 0.00 0.00

464 Dis. Grav. -0.00 0.00 0.00 -0.00 -0.00 -0.00

465 Dis. Grav. 0.00 -0.00 0.00 -0.00 -0.00 -0.00

466 Dis. Grav. -0.00 0.00 -0.00 0.00 0.00 0.00

467 Dis. Grav. -0.00 -0.00 -0.00 0.00 0.00 -0.00

468 Dis. Grav. -0.00 0.00 -0.00 -0.00 0.00 0.00

469 Dis. Grav. -0.00 -0.00 0.00 0.00 -0.00 0.00

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Joint Reactions

Joint Label Load Case Rx' Ry' Rz' Mx' My' Mz'kg kg kg kg-m kg-m kg-m

470 Dis. Grav. -0.00 -0.00 0.00 0.00 0.00 0.00

471 Dis. Grav. -0.00 -0.00 0.00 -0.00 0.00 0.00

472 Dis. Grav. -0.00 -0.00 0.00 0.00 0.00 0.00

473 Dis. Grav. 0.00 0.00 -0.00 -0.00 0.00 0.00

474 Dis. Grav. 0.00 -0.00 0.00 -0.00 -0.00 -0.00

475 Dis. Grav. -118.40 1926.01 6.83 8.53 -0.00 -0.00

476 Dis. Grav. -0.00 -0.00 -0.00 0.00 -0.00 -0.00

477 Dis. Grav. 0.00 -0.00 0.00 -0.00 -0.00 0.00

478 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 0.00

479 Dis. Grav. -0.00 -0.00 -0.00 0.00 0.00 -0.00

480 Dis. Grav. 22.84 1909.97 0.39 7.83 0.00 -0.00

481 Dis. Grav. 0.00 -0.00 -0.00 -0.00 0.00 -0.00

482 Dis. Grav. -0.00 -0.00 -0.00 0.00 -0.00 -0.00

486 Dis. Grav. 0.00 0.00 0.00 -0.00 -0.00 -0.00

487 Dis. Grav. 0.00 0.00 0.00 -0.00 -0.00 -0.00

488 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 -0.00

489 Dis. Grav. 0.00 0.00 -0.00 0.00 0.00 0.00

490 Dis. Grav. -0.00 0.00 0.00 0.00 0.00 0.00

491 Dis. Grav. 132.84 1911.94 10.09 7.10 -0.00 0.00

492 Dis. Grav. 0.00 -0.00 -0.00 -0.00 0.00 -0.00

493 Dis. Grav. 0.00 0.00 -0.00 0.00 -0.00 -0.00

494 Dis. Grav. 0.00 0.00 -0.00 -0.00 -0.00 0.00

495 Dis. Grav. 0.00 0.00 0.00 -0.00 -0.00 -0.00

496 Dis. Grav. 0.00 0.00 0.00 0.00 0.00 -0.00

505 Dis. Grav. 0.00 0.00 -0.00 0.00 0.00 -0.00

506 Dis. Grav. 0.00 -0.00 -0.00 -0.00 0.00 -0.00

507 Dis. Grav. -39.53 1917.53 10.39 29.69 -0.00 0.00

508 Dis. Grav. -0.00 -0.00 0.00 -0.00 0.00 -0.00

509 Dis. Grav. -0.00 0.00 -0.00 0.00 -0.00 -0.00

510 Dis. Grav. 0.00 0.00 0.00 -0.00 0.00 0.00

511 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 0.00

512 Dis. Grav. -0.00 -0.00 0.00 -0.00 0.00 -0.00

513 Dis. Grav. -0.00 0.00 -0.00 -0.00 0.00 0.00

514 Dis. Grav. 0.00 -0.00 0.00 0.00 0.00 0.00

515 Dis. Grav. 0.00 -0.00 0.00 -0.00 0.00 0.00

516 Dis. Grav. -200.77 1907.58 -5.20 5.68 0.00 -0.00

517 Dis. Grav. 0.00 0.00 0.00 -0.00 0.00 -0.00

518 Dis. Grav. -0.00 0.00 0.00 0.00 -0.00 0.00

522 Dis. Grav. -0.00 0.00 0.00 0.00 -0.00 0.00

523 Dis. Grav. -0.00 -0.00 -0.00 0.00 -0.00 -0.00

524 Dis. Grav. 0.00 0.00 -0.00 0.00 0.00 0.00

525 Dis. Grav. -90.42 1899.61 3.77 5.04 -0.00 -0.00

526 Dis. Grav. 0.00 -0.00 0.00 -0.00 0.00 -0.00

527 Dis. Grav. 0.00 0.00 0.00 -0.00 -0.00 0.00

528 Dis. Grav. -0.00 -0.00 0.00 -0.00 -0.00 -0.00

529 Dis. Grav. 0.00 0.00 0.00 0.00 -0.00 0.00

530 Dis. Grav. 0.00 0.00 -0.00 -0.00 0.00 -0.00

531 Dis. Grav. -0.00 -0.00 -0.00 -0.00 0.00 -0.00

532 Dis. Grav. -0.00 0.00 0.00 -0.00 -0.00 -0.00

533 Dis. Grav. -0.00 -0.00 0.00 -0.00 -0.00 -0.00

534 Dis. Grav. 0.00 -0.00 -0.00 -0.00 0.00 0.00

535 Dis. Grav. -0.00 -0.00 0.00 -0.00 0.00 0.00

536 Dis. Grav. 0.00 -0.00 -0.00 -0.00 -0.00 0.00

557 Dis. Grav. 0.00 -0.00 -0.00 0.00 -0.00 -0.00

558 Dis. Grav. -0.00 -0.00 -0.00 -0.00 -0.00 -0.00

559 Dis. Grav. -0.00 0.00 -0.00 -0.00 0.00 0.00

560 Dis. Grav. -0.00 0.00 -0.00 0.00 0.00 0.00

561 Dis. Grav. -0.00 0.00 0.00 0.00 0.00 0.00

562 Dis. Grav. -0.00 -0.00 -0.00 0.00 0.00 -0.00

563 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 0.00

564 Dis. Grav. -0.00 -0.00 -0.00 -0.00 -0.00 0.00

565 Dis. Grav. 0.00 -0.00 -0.00 0.00 0.00 -0.00

566 Dis. Grav. -0.00 0.00 0.00 0.00 0.00 0.00

584 Dis. Grav. 68.42 1906.88 -0.44 4.41 -0.00 0.00

585 Dis. Grav. 0.00 -0.00 -0.00 0.00 0.00 -0.00

586 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 0.00

587 Dis. Grav. 0.00 0.00 -0.00 -0.00 -0.00 0.00

588 Dis. Grav. 0.00 0.00 -0.00 0.00 -0.00 0.00

589 Dis. Grav. -0.00 -0.00 0.00 -0.00 -0.00 0.00

590 Dis. Grav. -0.00 0.00 -0.00 0.00 0.00 -0.00

591 Dis. Grav. 0.00 -0.00 -0.00 -0.00 -0.00 0.00

592 Dis. Grav. -0.00 -0.00 -0.00 0.00 -0.00 0.00

593 Dis. Grav. -0.00 0.00 -0.00 0.00 -0.00 0.00

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Joint Reactions

Joint Label Load Case Rx' Ry' Rz' Mx' My' Mz'kg kg kg kg-m kg-m kg-m

594 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 -0.00

595 Dis. Grav. -0.00 -0.00 -0.00 0.00 -0.00 0.00

596 Dis. Grav. 139.47 1928.00 6.71 3.91 0.00 0.00

597 Dis. Grav. -0.00 -0.00 0.00 0.00 0.00 -0.00

601 Dis. Grav. 0.00 0.00 -0.00 0.00 0.00 0.00

602 Dis. Grav. 0.00 -0.00 0.00 0.00 0.00 0.00

603 Dis. Grav. -0.00 0.00 0.00 0.00 0.00 -0.00

604 Dis. Grav. -61.64 1945.15 5.17 16.53 0.00 0.00

605 Dis. Grav. 0.00 -0.00 0.00 0.00 -0.00 -0.00

606 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 0.00

607 Dis. Grav. -0.00 0.00 0.00 -0.00 -0.00 0.00

608 Dis. Grav. 0.00 0.00 0.00 -0.00 0.00 0.00

609 Dis. Grav. 0.00 -0.00 -0.00 0.00 -0.00 0.00

610 Dis. Grav. -0.00 -0.00 0.00 -0.00 0.00 -0.00

611 Dis. Grav. 0.00 0.00 0.00 -0.00 0.00 -0.00

612 Dis. Grav. 0.00 0.00 0.00 -0.00 0.00 0.00

613 Dis. Grav. -0.00 0.00 -0.00 -0.00 0.00 0.00

614 Dis. Grav. 0.00 0.00 0.00 -0.00 -0.00 -0.00

615 Dis. Grav. -0.00 -0.00 -0.00 0.00 0.00 -0.00

616 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 -0.00

625 Dis. Grav. -291.76 1935.81 -4.36 2.92 -0.00 0.00

626 Dis. Grav. 0.00 0.00 -0.00 0.00 0.00 0.00

627 Dis. Grav. 0.00 -0.00 -0.00 -0.00 -0.00 0.00

628 Dis. Grav. 0.00 -0.00 -0.00 -0.00 0.00 -0.00

629 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 -0.00

630 Dis. Grav. -0.00 0.00 -0.00 -0.00 0.00 0.00

631 Dis. Grav. 0.00 0.00 0.00 0.00 0.00 -0.00

632 Dis. Grav. -155.44 1924.84 2.16 2.51 -0.00 0.00

633 Dis. Grav. -0.00 -0.00 -0.00 -0.00 0.00 -0.00

637 Dis. Grav. 0.00 -0.00 0.00 0.00 -0.00 0.00

638 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 0.00

639 Dis. Grav. -1.60 1932.20 -0.39 2.16 -0.00 -0.00

640 Dis. Grav. 0.00 0.00 0.00 0.00 -0.00 0.00

641 Dis. Grav. -0.00 0.00 -0.00 -0.00 0.00 -0.00

642 Dis. Grav. -0.00 -0.00 -0.00 -0.00 -0.00 0.00

643 Dis. Grav. 0.00 0.00 0.00 0.00 -0.00 0.00

644 Dis. Grav. 0.00 -0.00 0.00 0.00 0.00 -0.00

645 Dis. Grav. -0.00 0.00 -0.00 -0.00 0.00 -0.00

646 Dis. Grav. -0.00 -0.00 -0.00 -0.00 0.00 0.00

647 Dis. Grav. -0.00 0.00 0.00 -0.00 -0.00 -0.00

648 Dis. Grav. -0.00 -0.00 -0.00 -0.00 -0.00 0.00

649 Dis. Grav. -0.00 0.00 -0.00 -0.00 0.00 -0.00

650 Dis. Grav. -0.00 -0.00 0.00 -0.00 -0.00 -0.00

651 Dis. Grav. -0.00 0.00 -0.00 -0.00 0.00 -0.00

652 Dis. Grav. -0.00 0.00 -0.00 -0.00 -0.00 -0.00

653 Dis. Grav. 0.00 0.00 0.00 -0.00 -0.00 0.00

654 Dis. Grav. 0.00 -0.00 0.00 0.00 0.00 0.00

655 Dis. Grav. -0.00 0.00 -0.00 0.00 -0.00 -0.00

656 Dis. Grav. -0.00 0.00 0.00 0.00 0.00 0.00

677 Dis. Grav. 154.81 1959.91 2.88 1.87 -0.00 0.00

678 Dis. Grav. -0.00 -0.00 0.00 0.00 -0.00 -0.00

679 Dis. Grav. -0.00 0.00 -0.00 -0.00 0.00 0.00

680 Dis. Grav. 0.00 0.00 0.00 0.00 -0.00 -0.00

681 Dis. Grav. -0.00 0.00 -0.00 0.00 -0.00 -0.00

682 Dis. Grav. 0.00 -0.00 -0.00 0.00 0.00 -0.00

683 Dis. Grav. -0.00 0.00 -0.00 0.00 0.00 0.00

684 Dis. Grav. -0.00 0.00 0.00 0.00 -0.00 -0.00

685 Dis. Grav. 0.00 -0.00 0.00 -0.00 -0.00 -0.00

686 Dis. Grav. 0.00 -0.00 -0.00 -0.00 0.00 -0.00

687 Dis. Grav. -0.00 0.00 -0.00 0.00 -0.00 0.00

688 Dis. Grav. -0.00 0.00 -0.00 0.00 -0.00 0.00

689 Dis. Grav. 0.00 -0.00 -0.00 -0.00 0.00 0.00

707 Dis. Grav. -0.00 -0.00 -0.00 -0.00 0.00 -0.00

708 Dis. Grav. 0.00 0.00 -0.00 0.00 0.00 0.00

709 Dis. Grav. -0.00 0.00 0.00 0.00 0.00 -0.00

710 Dis. Grav. -0.00 0.00 -0.00 -0.00 -0.00 0.00

711 Dis. Grav. -0.00 -0.00 -0.00 -0.00 -0.00 -0.00

712 Dis. Grav. -0.00 0.00 -0.00 -0.00 0.00 -0.00

713 Dis. Grav. -43.75 1991.29 2.73 8.29 0.00 0.00

714 Dis. Grav. 0.00 0.00 -0.00 0.00 -0.00 0.00

715 Dis. Grav. 0.00 0.00 -0.00 -0.00 -0.00 0.00

716 Dis. Grav. 0.00 0.00 0.00 0.00 0.00 -0.00

717 Dis. Grav. 0.00 -0.00 -0.00 0.00 -0.00 0.00

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Joint Reactions

Joint Label Load Case Rx' Ry' Rz' Mx' My' Mz'kg kg kg kg-m kg-m kg-m

718 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 -0.00

719 Dis. Grav. -0.00 -0.00 0.00 -0.00 0.00 0.00

723 Dis. Grav. -0.00 -0.00 0.00 -0.00 -0.00 -0.00

724 Dis. Grav. 0.00 0.00 -0.00 -0.00 0.00 -0.00

725 Dis. Grav. -230.75 2003.77 -2.26 1.46 -0.00 0.00

726 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 -0.00

727 Dis. Grav. 0.00 0.00 -0.00 -0.00 0.00 0.00

728 Dis. Grav. -0.00 -0.00 0.00 -0.00 0.00 0.00

729 Dis. Grav. -0.00 -0.00 0.00 0.00 0.00 -0.00

730 Dis. Grav. -0.00 0.00 0.00 -0.00 -0.00 0.00

731 Dis. Grav. -0.00 0.00 -0.00 0.00 0.00 0.00

732 Dis. Grav. -0.00 0.00 0.00 0.00 0.00 -0.00

733 Dis. Grav. 0.00 -0.00 0.00 0.00 0.00 0.00

734 Dis. Grav. -0.00 0.00 0.00 0.00 0.00 0.00

735 Dis. Grav. 0.00 0.00 0.00 0.00 -0.00 0.00

744 Dis. Grav. -37.70 2023.77 1.41 1.49 0.00 -0.00

745 Dis. Grav. -0.00 0.00 -0.00 0.00 -0.00 0.00

746 Dis. Grav. -0.00 0.00 -0.00 0.00 0.00 0.00

747 Dis. Grav. 167.41 2068.45 -0.94 1.76 -0.00 -0.00

748 Dis. Grav. 0.00 -0.00 -0.00 0.00 0.00 -0.00

749 Dis. Grav. 0.00 -0.00 0.00 -0.00 0.00 -0.00

753 Dis. Grav. 385.98 2128.96 8.51 559.12 0.00 -0.00

754 Dis. Grav. 0.00 -0.00 -0.00 -0.00 0.00 0.00

755 Dis. Grav. -745.87 2165.12 48.19 -0.00 0.00 2020.80

756 Dis. Grav. 0.00 2053.87 -341.68 -0.00 -0.00 0.79

757 Dis. Grav. -0.62 1949.04 -114.60 -0.00 0.00 0.69

758 Dis. Grav. -0.30 1870.91 35.79 -0.00 0.00 0.67

759 Dis. Grav. -0.21 1824.01 169.85 0.00 -0.00 0.67

760 Dis. Grav. -0.70 1801.27 283.96 -0.00 -0.00 0.69

761 Dis. Grav. -2.14 1785.46 101.06 0.00 -0.00 3.80

762 Dis. Grav. -0.02 1758.13 -111.08 0.00 -0.00 0.78

763 Dis. Grav. -0.56 1731.39 -18.08 0.00 -0.00 0.83

764 Dis. Grav. -0.47 1716.30 77.62 -0.00 0.00 0.88

765 Dis. Grav. -0.55 1715.61 170.58 -0.00 0.00 0.93

766 Dis. Grav. -0.55 1724.45 256.15 0.00 -0.00 0.97

767 Dis. Grav. -3.02 1729.49 81.17 -0.00 0.00 4.76

768 Dis. Grav. -0.64 1716.43 -131.00 -0.00 0.00 1.06

769 Dis. Grav. -0.66 1699.42 -43.44 0.00 0.00 1.09

770 Dis. Grav. -0.57 1690.74 51.67 -0.00 -0.00 1.13

771 Dis. Grav. -1.01 1694.14 144.11 0.00 0.00 1.16

772 Dis. Grav. 0.61 1705.71 229.59 0.00 0.00 1.19

773 Dis. Grav. -3.82 1713.00 65.64 -0.00 -0.00 6.40

774 Dis. Grav. -1.96 1702.42 -133.42 -0.00 -0.00 1.26

775 Dis. Grav. -0.39 1687.78 -48.92 -0.00 -0.00 1.29

776 Dis. Grav. -0.59 1680.84 46.22 -0.00 -0.00 1.33

777 Dis. Grav. -1.31 1684.91 137.15 0.00 -0.00 1.37

778 Dis. Grav. 1.84 1695.55 218.91 0.00 -0.00 1.43

779 Dis. Grav. -4.63 1699.79 44.14 0.00 0.00 9.42

780 Dis. Grav. -3.15 1683.40 -157.26 -0.00 0.00 1.60

781 Dis. Grav. -0.11 1660.22 -93.02 -0.00 -0.00 1.71

782 Dis. Grav. -0.63 1642.71 -2.81 0.00 -0.00 1.86

783 Dis. Grav. -1.76 1636.02 57.86 -0.00 -0.00 2.05

784 Dis. Grav. 2.93 1639.62 121.60 -0.00 -0.00 2.26

785 Dis. Grav. -6.18 1647.48 45.73 -0.00 -0.00 14.58

786 Dis. Grav. -5.00 1652.77 -31.24 0.00 -0.00 2.82

787 Dis. Grav. -0.48 1663.89 42.87 0.00 -0.00 3.14

788 Dis. Grav. -1.49 1687.67 129.50 0.00 -0.00 3.47

789 Dis. Grav. -3.31 1724.74 224.77 -0.00 0.00 3.77

790 Dis. Grav. 3.77 1768.36 319.40 -0.00 -0.00 3.95

791 Dis. Grav. -12.33 1801.56 56.36 0.00 -0.00 25.71

792 Dis. Grav. -7.98 1805.75 -134.94 -0.00 0.00 4.56

793 Dis. Grav. -1.09 1800.97 -19.97 -0.00 -0.00 4.51

794 Dis. Grav. -2.18 1804.78 103.17 -0.00 -0.00 4.39

795 Dis. Grav. -5.40 1821.60 224.28 -0.00 -0.00 4.14

796 Dis. Grav. 11.14 1843.65 327.91 -0.00 0.00 3.83

797 Dis. Grav. -254.71 1849.45 -7.69 -0.00 -0.00 705.27

798 Dis. Grav. -15.90 1818.15 -304.64 0.00 0.00 3.05

852 Dis. Grav. 0.00 0.00 0.00 -0.00 -0.00 0.00

853 Dis. Grav. -0.00 0.00 -0.00 -0.00 0.00 -0.00

854 Dis. Grav. -0.00 -0.00 0.00 0.00 -0.00 -0.00

855 Dis. Grav. 0.00 0.00 -0.00 -0.00 0.00 -0.00

856 Dis. Grav. -0.00 -0.00 0.00 -0.00 -0.00 -0.00

857 Dis. Grav. 0.00 -0.00 -0.00 0.00 -0.00 -0.00

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Joint Reactions

Joint Label Load Case Rx' Ry' Rz' Mx' My' Mz'kg kg kg kg-m kg-m kg-m

858 Dis. Grav. 0.00 -0.00 0.00 -0.00 0.00 -0.00

859 Dis. Grav. 0.00 -0.00 -0.00 0.00 -0.00 -0.00

860 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 0.00

869 Dis. Grav. -0.00 -0.00 -0.00 0.00 -0.00 -0.00

870 Dis. Grav. -0.00 -0.00 -0.00 0.00 0.00 0.00

871 Dis. Grav. -0.00 0.00 -0.00 -0.00 -0.00 0.00

872 Dis. Grav. -0.00 -0.00 0.00 0.00 0.00 0.00

873 Dis. Grav. 0.00 0.00 -0.00 -0.00 0.00 -0.00

874 Dis. Grav. -0.00 0.00 0.00 0.00 -0.00 -0.00

875 Dis. Grav. -0.00 -0.00 -0.00 -0.00 -0.00 0.00

876 Dis. Grav. -0.00 0.00 0.00 -0.00 -0.00 -0.00

877 Dis. Grav. -0.00 -0.00 -0.00 -0.00 -0.00 0.00

886 Dis. Grav. 0.00 0.00 0.00 -0.00 0.00 -0.00

887 Dis. Grav. -0.00 -0.00 0.00 0.00 -0.00 0.00

891 Dis. Grav. -0.00 -0.00 -0.00 0.00 -0.00 0.00

892 Dis. Grav. -0.00 0.00 0.00 0.00 -0.00 -0.00

893 Dis. Grav. -0.00 -0.00 -0.00 0.00 0.00 -0.00

894 Dis. Grav. 0.00 0.00 0.00 -0.00 -0.00 0.00

895 Dis. Grav. 0.00 -0.00 0.00 -0.00 -0.00 0.00

896 Dis. Grav. -0.00 -0.00 -0.00 0.00 -0.00 -0.00

897 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 -0.00

898 Dis. Grav. -0.00 -0.00 -0.00 0.00 -0.00 -0.00

899 Dis. Grav. 0.00 0.00 -0.00 0.00 0.00 -0.00

900 Dis. Grav. -0.00 -0.00 0.00 0.00 -0.00 -0.00

901 Dis. Grav. 0.00 0.00 -0.00 0.00 0.00 -0.00

902 Dis. Grav. 0.00 -0.00 -0.00 -0.00 0.00 -0.00

903 Dis. Grav. -0.00 -0.00 0.00 0.00 0.00 -0.00

904 Dis. Grav. 0.00 0.00 -0.00 0.00 0.00 0.00

905 Dis. Grav. -0.00 -0.00 -0.00 0.00 0.00 0.00

1383 Dis. Grav. -0.00 0.00 -0.00 0.00 -0.00 0.00

1388 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 -0.00

1465 Dis. Grav. 0.00 0.00 -0.00 0.00 -0.00 -0.00

1473 Dis. Grav. 0.00 -0.00 0.00 0.00 0.00 -0.00

1481 Dis. Grav. 0.00 0.00 0.00 0.00 -0.00 0.00

1489 Dis. Grav. 0.00 -0.00 -0.00 0.00 0.00 -0.00

1497 Dis. Grav. 0.00 0.00 -0.00 -0.00 0.00 0.00

1505 Dis. Grav. 0.00 -0.00 0.00 0.00 -0.00 -0.00

1513 Dis. Grav. 0.00 0.00 0.00 -0.00 -0.00 -0.00

1521 Dis. Grav. 0.00 0.00 -0.00 -0.00 0.00 -0.00

1529 Dis. Grav. -0.00 0.00 0.00 0.00 -0.00 -0.00

1537 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 -0.00

1545 Dis. Grav. 0.00 0.00 0.00 -0.00 -0.00 -0.00

1553 Dis. Grav. 0.00 -0.00 0.00 0.00 -0.00 -0.00

1561 Dis. Grav. 0.00 -0.00 0.00 -0.00 0.00 0.00

1569 Dis. Grav. -0.00 0.00 -0.00 0.00 0.00 -0.00

1577 Dis. Grav. 0.00 0.00 -0.00 -0.00 0.00 0.00

1585 Dis. Grav. -0.00 0.00 -0.00 -0.00 -0.00 0.00

1593 Dis. Grav. 0.00 0.00 0.00 -0.00 0.00 -0.00

1601 Dis. Grav. 0.00 -0.00 0.00 0.00 -0.00 0.00

1609 Dis. Grav. 0.00 0.00 0.00 0.00 -0.00 0.00

1617 Dis. Grav. 0.00 0.00 0.00 -0.00 0.00 -0.00

1625 Dis. Grav. 0.00 0.00 0.00 -0.00 -0.00 -0.00

1633 Dis. Grav. 0.00 0.00 0.00 -0.00 0.00 -0.00

1641 Dis. Grav. 0.00 -0.00 -0.00 -0.00 0.00 0.00

1649 Dis. Grav. -0.00 0.00 -0.00 0.00 -0.00 -0.00

1657 Dis. Grav. 0.00 0.00 -0.00 -0.00 -0.00 -0.00

1665 Dis. Grav. 0.00 0.00 0.00 0.00 0.00 -0.00

1673 Dis. Grav. 0.00 -0.00 -0.00 0.00 0.00 0.00

1813 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 -0.00

1819 Dis. Grav. 0.00 0.00 0.00 0.00 0.00 0.00

1971 Dis. Grav. 0.00 0.00 -0.00 -0.00 0.00 -0.00

1977 Dis. Grav. -0.00 -0.00 0.00 -0.00 0.00 0.00

1983 Dis. Grav. -0.00 0.00 0.00 0.00 0.00 -0.00

1989 Dis. Grav. 0.00 0.00 0.00 -0.00 -0.00 0.00

2185 Dis. Grav. -0.00 0.00 -0.00 0.00 0.00 -0.00

2193 Dis. Grav. -0.00 -0.00 -0.00 -0.00 0.00 0.00

2201 Dis. Grav. 0.00 0.00 0.00 0.00 -0.00 -0.00

2216 Dis. Grav. -0.00 -0.00 -0.00 -0.00 -0.00 0.00

2224 Dis. Grav. -0.00 0.00 -0.00 -0.00 -0.00 0.00

2232 Dis. Grav. -0.00 -0.00 -0.00 -0.00 0.00 0.00

2240 Dis. Grav. 0.00 -0.00 0.00 -0.00 0.00 0.00

2248 Dis. Grav. 0.00 0.00 -0.00 0.00 0.00 -0.00

2258 Dis. Grav. -0.00 -0.00 -0.00 -0.00 -0.00 -0.00

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Joint Reactions

Joint Label Load Case Rx' Ry' Rz' Mx' My' Mz'kg kg kg kg-m kg-m kg-m

2270 Dis. Grav. -0.00 0.00 -0.00 0.00 -0.00 -0.00

2278 Dis. Grav. -0.00 0.00 -0.00 -0.00 -0.00 0.00

2286 Dis. Grav. 0.00 -0.00 -0.00 0.00 -0.00 0.00

2301 Dis. Grav. -0.00 -0.00 0.00 -0.00 0.00 -0.00

2309 Dis. Grav. 0.00 -0.00 0.00 0.00 0.00 -0.00

2317 Dis. Grav. -0.00 -0.00 0.00 0.00 -0.00 -0.00

2336 Dis. Grav. -0.00 0.00 -0.00 -0.00 -0.00 0.00

2339 Dis. Grav. -0.00 -0.00 -0.00 -0.00 -0.00 0.00

2347 Dis. Grav. -0.00 -0.00 -0.00 0.00 -0.00 -0.00

2355 Dis. Grav. 0.00 0.00 0.00 -0.00 0.00 0.00

2363 Dis. Grav. -0.00 0.00 -0.00 -0.00 -0.00 0.00

2371 Dis. Grav. 0.00 -0.00 -0.00 0.00 0.00 -0.00

2373 Dis. Grav. 0.00 0.00 0.00 -0.00 -0.00 0.00

2375 Dis. Grav. -0.00 -0.00 0.00 -0.00 0.00 0.00

2386 Dis. Grav. 0.00 0.00 -0.00 0.00 0.00 0.00

2394 Dis. Grav. 0.00 0.00 -0.00 -0.00 0.00 0.00

2402 Dis. Grav. 0.00 0.00 -0.00 0.00 0.00 0.00

2410 Dis. Grav. -0.00 0.00 0.00 -0.00 0.00 -0.00

Sum of Reactions (kg,kg-m) Dis. Grav.

Rx -0.00

Ry 403928.40

Rz 0.00

Member Actions

Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m

423 Dis. Grav. -30.76 74.58 0.51 -0.51 -1.01 34.06

30.76 88.70 -0.51 0.51 -0.75 -58.16

425 Dis. Grav. 78.24 73.69 0.43 -0.03 -0.80 32.64

-78.24 89.59 -0.43 0.03 -0.68 -59.80

427 Dis. Grav. 114.19 73.39 0.28 0.07 -0.51 32.43

-114.19 89.89 -0.28 -0.07 -0.44 -60.59

428 Dis. Grav. 129.49 73.65 -0.36 0.12 0.59 32.71

-129.49 89.63 0.36 -0.12 0.65 -59.99

429 Dis. Grav. 56.71 73.68 -0.97 0.09 1.63 32.93

-56.71 89.60 0.97 -0.09 1.70 -60.11

430 Dis. Grav. 70.15 74.35 -1.18 0.09 2.00 33.94

-70.15 88.93 1.18 -0.09 2.03 -58.85

440 Dis. Grav. -269.75 104.82 8.46 2.45 -6.29 49.42

269.75 78.71 -8.46 -2.45 -12.97 -19.70

441 Dis. Grav. -236.10 112.40 12.10 8.40 -6.44 59.42

235.93 71.12 -12.10 -8.40 -21.11 -12.43

442 Dis. Grav. -226.71 99.20 36.04 7.33 -35.63 42.03

226.71 84.33 -36.04 -7.33 -46.44 -25.11

443 Dis. Grav. 276.57 58.61 11.61 7.66 -9.14 30.38

-276.89 124.92 -11.61 -7.66 -17.30 -105.88

444 Dis. Grav. -983.36 0.44 3.30 0.32 -1.18 -1.17

983.36 21.33 -3.30 -0.32 -0.32 -3.58

445 Dis. Grav. -155.09 320.26 -13.97 -15.64 3.68 111.24

155.09 -237.79 13.97 15.64 5.50 72.24

446 Dis. Grav. -212.54 39.68 4.41 0.26 -2.65 10.95

212.54 41.96 -4.41 -0.26 -4.88 -12.90

447 Dis. Grav. -60.11 39.73 4.45 0.45 -2.90 10.85

60.11 41.91 -4.45 -0.45 -4.69 -12.72

448 Dis. Grav. 35.86 39.47 3.96 0.41 -2.91 10.67

-35.86 42.17 -3.96 -0.41 -3.85 -12.97

449 Dis. Grav. -97.00 39.62 3.61 0.30 -2.96 10.80

97.00 42.02 -3.61 -0.30 -3.20 -12.85

450 Dis. Grav. -518.13 40.00 2.76 0.23 -3.06 11.14

518.13 41.64 -2.76 -0.23 -1.65 -12.55

453 Dis. Grav. 489.13 -3.08 3.41 0.60 1.03 -0.23

-489.13 5.65 -3.41 -0.60 -3.94 -3.50

454 Dis. Grav. 302.77 -1.91 2.27 0.57 0.71 -0.13

-302.77 4.48 -2.27 -0.57 -2.65 -2.59

455 Dis. Grav. -438.22 1.17 -0.07 0.29 0.27 0.53

439.76 0.49 0.07 -0.29 -0.19 -0.13

456 Dis. Grav. 131.57 -1.19 1.69 0.43 0.46 -0.07

-131.57 3.76 -1.69 -0.43 -1.90 -2.04

457 Dis. Grav. -453.09 1.10 0.37 0.24 -0.07 0.44

454.63 0.56 -0.37 -0.24 -0.36 -0.12

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Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m

458 Dis. Grav. 294.14 -1.03 0.79 0.18 0.16 -0.03

-294.14 3.60 -0.79 -0.18 -0.83 -1.94

459 Dis. Grav. -413.01 0.83 0.45 0.17 -0.19 0.30

414.55 0.83 -0.45 -0.17 -0.34 -0.30

460 Dis. Grav. 773.41 -0.48 0.28 -0.01 -0.29 0.14

-773.41 3.05 -0.28 0.01 0.05 -1.65

461 Dis. Grav. -397.57 0.85 0.72 0.10 -0.37 0.31

399.11 0.81 -0.72 -0.10 -0.48 -0.29

462 Dis. Grav. -432.67 1.05 0.70 -0.02 -0.49 0.41

434.21 0.61 -0.70 0.02 -0.33 -0.15

463 Dis. Grav. 0.00 3026.15 9.74 634.51 -0.58 -392.88

0.00 -2834.98 -9.74 -634.51 -3.85 1727.27

464 Dis. Grav. 0.00 3712.08 5.23 623.94 -0.21 -729.15

0.00 -3520.90 -5.23 -623.94 -2.17 2375.86

465 Dis. Grav. 34.74 2436.13 6.26 0.00 -0.29 21.38

-34.63 -2258.62 -6.26 -0.00 -2.36 971.04

519 Dis. Grav. 6857.57 460.14 11.62 8.61 -9.70 1199.75

-6011.14 -460.14 -11.62 -8.61 -22.85 88.64

520 Dis. Grav. 8887.34 -270.87 6.65 7.13 19.24 -426.93

-8025.80 270.87 -6.65 -7.13 -38.21 -345.07

530 Dis. Grav. -252.17 125.75 -5.44 -5.93 3.19 74.15

252.30 78.74 5.44 5.93 10.60 -14.52

539 Dis. Grav. 5824.99 491.29 -2.11 -14.33 -3.80 -75.61

-4978.56 -491.29 2.11 14.33 9.70 1451.24

540 Dis. Grav. 11335.75 -985.60 551.10 11.47 -584.15 -1075.51

-10474.21 985.60 -551.10 -11.47 -986.48 -1733.45

550 Dis. Grav. 748.02 43.22 -20.39 -13.79 19.55 17.13

-747.89 161.27 20.39 13.79 32.16 -166.85

559 Dis. Grav. 10678.01 175.25 -28.82 0.19 23.64 133.85

-10677.15 -166.64 28.82 -0.19 1.55 15.55

560 Dis. Grav. 5871.68 7.06 -4.98 6.08 -2.96 8.33

-5870.11 8.57 4.98 -6.08 10.86 -9.52

561 Dis. Grav. 1270.13 25.11 3.65 4.02 -1.62 16.13

-1269.35 -17.30 -3.65 -4.02 -1.28 0.71

562 Dis. Grav. 1263.52 10.69 -6.96 1.15 4.26 0.25

-1262.74 -2.88 6.96 -1.15 1.26 5.13

563 Dis. Grav. 6771.93 4043.04 -2361.84 -30.97 1985.03 3363.29

-6528.89 -4043.04 2361.84 30.97 -86.11 -112.68

573 Dis. Grav. -3287.89 -14.28 1.26 0.85 3.65 -3.39

3283.33 19.80 -1.26 -0.85 -5.07 -15.82

574 Dis. Grav. -2165.03 16.01 0.36 0.79 -5.01 2.72

2166.59 -0.38 -0.36 -0.79 4.44 10.30

575 Dis. Grav. 3503.75 -14.66 -22.58 1.91 4.29 -8.06

-3498.20 19.17 22.58 -1.91 21.17 -11.01

576 Dis. Grav. -5167.59 17.55 8.10 0.87 -0.36 -4.48

5168.37 -9.73 -8.10 -0.87 -6.07 15.31

577 Dis. Grav. -3290.22 -2.39 14.71 -2.42 -10.55 -0.80

3285.66 7.92 -14.71 2.42 -6.03 -5.01

578 Dis. Grav. -5174.69 5.15 -4.11 -1.45 5.84 -14.29

5175.47 2.66 4.11 1.45 -2.58 15.28

579 Dis. Grav. 3233.39 -3.06 6.08 0.94 -5.60 -1.60

-3227.83 7.57 -6.08 -0.94 -1.26 -4.39

580 Dis. Grav. -2443.11 -3.92 -3.50 -0.75 1.79 -3.41

2438.56 9.45 3.50 0.75 2.16 -4.13

581 Dis. Grav. -7052.80 12.19 -1.89 -0.75 0.40 -10.99

7054.37 3.44 1.89 0.75 2.59 17.94

582 Dis. Grav. -1368.36 6.09 -2.09 0.52 2.01 -1.86

1368.36 31.23 2.09 -0.52 -0.38 -7.95

591 Dis. Grav. 2414.29 -3.64 -10.82 0.77 3.16 -3.72

-2408.73 8.15 10.82 -0.77 9.04 -2.92

592 Dis. Grav. -7803.02 21.55 3.35 19.42 -7.04 30.52

7804.58 -5.93 -3.35 -19.42 1.72 -8.70

593 Dis. Grav. 4786.50 561.24 31.93 -24.22 -34.43 -1447.40

-4183.12 -561.24 -31.93 24.22 -29.30 2567.63

594 Dis. Grav. -8469.29 12.76 -0.40 0.06 -0.65 -15.39

8470.07 -4.95 0.40 -0.06 0.97 22.42

595 Dis. Grav. -2144.80 -1.87 10.72 -0.81 -8.21 -3.52

2140.24 7.39 -10.72 0.81 -3.87 -1.70

596 Dis. Grav. -8474.94 -0.09 3.05 -1.20 -1.34 -22.07

8475.72 7.91 -3.05 1.20 -1.08 18.89

597 Dis. Grav. 2110.60 -1.89 2.98 0.93 -2.03 -4.13

-2105.05 6.40 -2.98 -0.93 -1.33 -0.55

598 Dis. Grav. -3024.70 22.54 10.88 -2.74 -6.89 20.42

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Member Actions

Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m

3026.27 -6.91 -10.88 2.74 -10.38 2.96

599 Dis. Grav. -1346.68 -1.11 -1.42 -0.90 0.15 -4.40

1342.12 6.63 1.42 0.90 1.45 0.03

600 Dis. Grav. -8638.96 7.71 1.06 -1.89 -1.39 -18.01

8640.52 7.92 -1.06 1.89 -0.29 17.84

601 Dis. Grav. 1315.42 -0.82 -3.64 -0.39 2.94 -4.33

-1309.86 5.33 3.64 0.39 1.15 0.87

602 Dis. Grav. 961.45 15.37 -18.46 3.14 13.38 5.51

-959.89 0.26 18.46 -3.14 15.93 6.49

603 Dis. Grav. -8350.91 8.13 1.40 -1.93 0.18 -18.92

8351.69 -0.31 -1.40 1.93 -1.29 22.27

604 Dis. Grav. -1021.09 0.62 3.42 0.54 -1.93 -4.03

1016.53 4.91 -3.42 -0.54 -1.93 1.61

605 Dis. Grav. -8354.60 -6.14 -1.17 -2.35 1.07 -22.45

8355.38 13.95 1.17 2.35 -0.14 14.47

606 Dis. Grav. 988.00 0.85 1.93 -0.03 -1.35 -4.16

-982.44 3.66 -1.93 0.03 -0.83 2.58

607 Dis. Grav. 4157.28 17.49 19.14 -1.85 -14.70 0.28

-4155.72 -1.86 -19.14 1.85 -15.69 15.08

608 Dis. Grav. -133.33 1.44 -3.48 -0.24 1.62 -4.21

128.78 4.08 3.48 0.24 2.30 2.72

609 Dis. Grav. -6600.02 3.09 0.73 -2.01 -3.00 -17.31

6601.58 12.54 -0.73 2.01 1.84 9.81

610 Dis. Grav. 100.80 1.94 -1.48 -0.06 1.51 -3.60

-95.25 2.57 1.48 0.06 0.17 3.25

611 Dis. Grav. 6576.43 11.53 -21.05 -4.06 18.66 -9.94

-6574.86 4.10 21.05 4.06 14.77 15.85

612 Dis. Grav. -4392.12 0.97 10.00 0.47 -2.38 -15.42

4392.90 6.85 -10.00 -0.47 -5.56 13.09

613 Dis. Grav. 185.74 3.32 1.66 -0.01 -1.82 -3.01

-190.29 2.20 -1.66 0.01 -0.04 3.64

614 Dis. Grav. -4393.37 -15.22 -5.06 2.05 6.16 -13.31

4394.15 23.03 5.06 -2.05 -2.15 -1.87

615 Dis. Grav. -219.05 3.99 1.31 0.15 0.05 -2.55

224.61 0.52 -1.31 -0.15 -1.53 4.51

616 Dis. Grav. 8202.82 13.34 12.69 1.21 -12.23 -12.08

-8201.26 2.29 -12.69 -1.21 -7.93 20.85

617 Dis. Grav. 1224.51 4.25 -1.93 -0.21 0.08 -2.40

-1229.06 1.27 1.93 0.21 2.10 4.08

618 Dis. Grav. -412.67 10.72 -4.87 1.69 5.86 -2.91

414.24 4.91 4.87 -1.69 1.88 7.52

619 Dis. Grav. -1259.19 4.89 -3.83 -0.11 2.67 -1.24

1264.75 -0.38 3.83 0.11 1.64 4.21

620 Dis. Grav. 8973.26 6.41 -9.88 -1.68 8.99 -19.41

-8971.70 9.22 9.88 1.68 6.70 17.17

621 Dis. Grav. 3832.43 -210.22 -8.54 0.06 -2.52 -30.48

-3831.73 217.25 8.54 -0.06 8.61 -122.12

622 Dis. Grav. 1546.25 -6.54 -4.91 0.18 4.15 0.21

-1550.80 1.02 4.91 -0.18 1.39 -4.47

623 Dis. Grav. -1576.71 7.95 -4.36 0.03 1.95 1.14

1582.26 -3.43 4.36 -0.03 2.97 5.27

624 Dis. Grav. 8891.25 9.14 5.42 -1.64 -4.00 -17.14

-8889.68 6.49 -5.42 1.64 -4.60 19.25

625 Dis. Grav. 2790.59 5.85 3.06 -0.46 -0.43 0.71

-2795.15 -0.33 -3.06 0.46 -3.02 2.77

626 Dis. Grav. -2849.43 7.11 2.87 0.64 -2.43 2.01

2854.99 -2.60 -2.87 -0.64 -0.80 3.46

627 Dis. Grav. 7851.54 0.49 -11.11 -2.29 8.21 -21.71

-7849.98 15.14 11.11 2.29 9.43 10.07

628 Dis. Grav. 3137.27 19.66 -4.33 -0.38 2.71 8.39

-3141.83 -14.14 4.33 0.38 2.17 10.66

629 Dis. Grav. -2855.21 17.11 -0.67 -0.57 -0.31 12.30

2860.77 -12.60 0.67 0.57 1.06 4.45

630 Dis. Grav. 4348.00 -3273.11 23.39 -32.78 28.38 -2445.51

-4104.96 3273.11 -23.39 32.78 -47.19 -186.06

631 Dis. Grav. 5849.84 4.47 2.93 -0.62 -6.23 -14.49

-5848.28 11.16 -2.93 0.62 1.58 9.18

632 Dis. Grav. 2746.01 -5.33 9.82 2.70 -3.68 -15.40

-2744.45 20.96 -9.82 -2.70 -11.91 -5.48

633 Dis. Grav. -1507.01 -7.85 -16.96 -0.60 12.14 -5.56

1508.58 23.48 16.96 0.60 14.78 -19.32

634 Dis. Grav. 4470.96 180.50 -11.65 6.96 9.83 117.90

-4470.29 -172.41 11.65 -6.96 -0.27 26.87

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Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m

635 Dis. Grav. -1076.85 -19.39 6.01 0.24 -1.10 -10.43

1072.17 24.58 -6.01 -0.24 -5.51 -13.76

636 Dis. Grav. 0.00 -2180.21 12.37 -562.96 -4.22 -1313.75

0.00 2395.68 -12.37 562.96 -2.13 139.58

637 Dis. Grav. 314.98 0.71 -3.57 -0.45 3.11 0.31

-314.98 1.46 3.57 0.45 -0.53 -0.59

638 Dis. Grav. -183.18 0.84 0.07 -0.20 0.07 0.33

181.64 0.56 -0.07 0.20 -0.15 -0.18

639 Dis. Grav. 788.47 5.33 0.65 0.22 -0.81 3.17

-788.47 -3.01 -0.65 -0.22 0.31 0.03

640 Dis. Grav. -652.01 0.74 -0.87 0.03 0.45 0.42

650.47 0.75 0.87 -0.03 0.52 -0.43

641 Dis. Grav. 128.12 1.74 -2.65 0.08 2.40 0.83

-128.12 0.70 2.65 -0.08 -0.26 -0.41

642 Dis. Grav. -319.14 0.57 -0.00 -0.11 0.20 0.13

317.60 1.00 0.00 0.11 -0.19 -0.37

643 Dis. Grav. 296.71 3.10 -1.46 0.35 1.10 1.55

-296.71 -0.51 1.46 -0.35 0.16 -0.00

644 Dis. Grav. -502.53 0.72 0.10 0.02 0.04 0.23

500.99 0.95 -0.10 -0.02 -0.15 -0.37

645 Dis. Grav. 5792.83 109.52 20.92 6.57 -24.77 84.10

-5791.51 -100.42 -20.92 -6.57 5.32 13.53

649 Dis. Grav. -2899.01 -6.35 1.22 -0.88 -5.19 -0.96

2894.75 12.20 -1.22 0.88 3.80 -9.60

653 Dis. Grav. -1925.85 -6.66 16.92 7.71 -15.91 -8.04

1927.19 22.83 -16.92 -7.71 -11.86 -16.15

654 Dis. Grav. -75.57 31.63 -4.91 -0.42 2.84 10.42

75.57 19.49 4.91 0.42 2.40 -3.93

655 Dis. Grav. 499.75 1.50 -1.73 -0.36 1.26 0.35

-499.75 1.80 1.73 0.36 0.65 -0.51

656 Dis. Grav. -256.73 1.23 0.02 -0.09 -0.01 0.46

255.19 0.90 -0.02 0.09 -0.02 -0.23

657 Dis. Grav. 1408.55 -9.81 1.67 0.60 -4.42 -7.30

-1403.02 15.00 -1.67 -0.60 2.42 -7.53

658 Dis. Grav. -224.85 36.33 -3.42 0.22 3.06 9.84

224.85 31.83 3.42 -0.22 1.81 -6.63

659 Dis. Grav. 0.00 -977.98 0.34 0.00 -0.07 -225.41

0.00 1193.45 -0.34 0.00 -0.11 -331.78

660 Dis. Grav. -397.96 41.25 -2.60 -0.16 1.54 12.85

397.96 31.78 2.60 0.16 2.43 -5.62

661 Dis. Grav. -3476.20 24.13 12.64 -8.77 -12.21 24.85

3478.58 -8.27 -12.64 8.77 -8.30 1.43

671 Dis. Grav. -11.65 40.44 -2.76 0.40 2.32 11.66

11.65 36.24 2.76 -0.40 2.11 -8.30

672 Dis. Grav. -0.38 42.25 -1.91 0.31 0.97 12.86

0.38 39.54 1.91 -0.31 2.30 -10.55

673 Dis. Grav. 2665.91 -0.70 -7.32 7.73 6.75 -5.82

-2664.57 16.87 7.32 -7.73 5.25 -8.60

674 Dis. Grav. -79.77 58.80 25.12 5.18 5.76 23.92

79.99 -56.11 -25.12 -5.18 -12.62 -8.21

675 Dis. Grav. 172.94 1.13 -1.36 0.06 0.50 0.24

-171.40 0.24 1.36 -0.06 0.94 0.23

676 Dis. Grav. -287.53 51.62 -1.38 -0.30 1.26 19.07

287.53 50.62 1.38 0.30 1.70 -18.00

677 Dis. Grav. -1163.21 1.12 -6.52 -0.28 6.58 -0.24

1158.53 4.08 6.52 0.28 0.60 -1.39

678 Dis. Grav. 645.71 1.12 -0.46 -0.12 0.29 0.05

-644.17 0.35 0.46 0.12 0.21 0.37

679 Dis. Grav. 307.55 1.30 -1.22 -0.02 0.40 0.22

-306.01 0.25 1.22 0.02 0.98 0.37

680 Dis. Grav. 2980.03 -10.68 15.52 0.02 -6.82 -6.95

-2974.24 15.02 -15.52 -0.02 -10.86 -7.69

684 Dis. Grav. 0.00 -90.71 1.72 0.00 -0.34 295.62

0.00 306.18 -1.72 0.00 -0.54 -397.46

685 Dis. Grav. -256.02 107.44 -22.70 -10.57 35.91 46.35

256.02 99.42 22.70 10.57 22.33 -36.06

686 Dis. Grav. -260.75 107.73 -33.90 3.50 56.33 49.84

260.75 99.12 33.90 -3.50 30.65 -38.79

687 Dis. Grav. 492.67 0.64 -1.12 -0.10 0.37 -0.07

-491.12 1.01 1.12 0.10 0.93 -0.15

688 Dis. Grav. -332.89 549.06 72.78 84.02 -60.99 111.53

332.89 -510.50 -72.78 -84.02 38.61 51.35

689 Dis. Grav. -119.76 39.84 -40.22 1.51 10.52 10.07

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Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m

120.54 -30.40 40.22 -1.51 28.02 23.58

690 Dis. Grav. 79.35 2.40 -1.51 -0.09 0.40 0.56

-79.35 1.95 1.51 0.09 1.77 -0.23

691 Dis. Grav. -106.43 2.90 0.50 0.21 -0.81 0.41

106.43 1.73 -0.50 -0.21 0.04 0.48

692 Dis. Grav. 1201.21 7.16 4.10 -0.97 -6.81 2.30

-1195.68 -1.96 -4.10 0.97 1.91 3.15

693 Dis. Grav. -318.02 56.42 -0.07 0.78 0.06 23.31

317.85 56.94 0.07 -0.78 0.09 -23.93

694 Dis. Grav. -276.49 49.25 -2.78 0.45 3.87 14.22

276.49 72.04 2.78 -0.45 3.17 -43.13

703 Dis. Grav. 19.10 76.47 -0.39 -0.35 0.66 41.36

-19.10 76.89 0.39 0.35 0.58 -42.02

704 Dis. Grav. 239.93 0.80 -0.06 -0.13 -0.04 0.11

-238.39 1.22 0.06 0.13 0.13 -0.39

705 Dis. Grav. -314.38 2.88 -0.76 0.49 0.20 0.58

314.38 1.99 0.76 -0.49 1.02 0.14

706 Dis. Grav. 103.24 1.16 -1.14 -0.32 -0.46 0.64

-103.24 2.14 1.14 0.32 1.71 -1.18

707 Dis. Grav. -387.69 -4.14 137.85 15.51 -29.27 -4.20

387.85 6.12 -137.85 -15.51 1.59 3.17

708 Dis. Grav. 73.39 94.27 1.24 -0.54 -1.81 64.12

-73.39 69.01 -1.24 0.54 -2.42 -20.99

709 Dis. Grav. 111.05 88.03 1.15 -0.15 -2.09 58.50

-111.05 75.25 -1.15 0.15 -1.83 -36.68

710 Dis. Grav. 33.93 86.87 1.52 0.50 -2.85 57.74

-33.93 76.41 -1.52 -0.50 -2.35 -39.87

711 Dis. Grav. 104.12 86.87 1.78 -0.73 -3.26 57.19

-104.12 76.41 -1.78 0.73 -2.83 -39.33

712 Dis. Grav. 1593.69 9.62 6.61 -1.55 -2.60 3.01

-1591.31 6.24 -6.61 1.55 -8.12 -0.28

716 Dis. Grav. -429.31 2.73 0.18 0.82 -0.27 0.45

429.31 2.46 -0.18 -0.82 -0.04 -0.22

717 Dis. Grav. 981.16 13.35 -17.95 3.25 0.24 7.69

-979.96 1.08 17.95 -3.25 26.03 1.30

718 Dis. Grav. -467.58 -10.20 23.78 16.43 -3.30 -1.97

467.75 12.25 -23.78 -16.43 -1.65 -0.36

719 Dis. Grav. 0.00 698.89 -2.25 0.00 0.14 399.57

0.00 -483.42 2.25 0.00 1.02 -96.19

720 Dis. Grav. -90.29 1.01 0.46 -0.05 -0.57 0.30

88.75 0.43 -0.46 0.05 0.07 0.02

721 Dis. Grav. -568.64 1.92 1.09 0.13 -0.47 0.89

567.10 -0.41 -1.09 -0.13 -0.74 0.40

722 Dis. Grav. 1192.97 -45.79 52.16 7.33 -8.79 -8.36

-1192.52 51.18 -52.16 -7.33 -19.74 -18.15

723 Dis. Grav. -210.36 1.42 0.64 0.01 -0.27 0.55

208.82 0.18 -0.64 -0.01 -0.46 0.16

724 Dis. Grav. -1140.28 9.06 -24.27 0.52 12.76 5.57

1135.61 -3.87 24.27 -0.52 13.94 1.54

725 Dis. Grav. -2763.97 -2.46 -7.04 0.36 4.03 -2.66

2759.71 8.31 7.04 -0.36 3.99 -3.47

729 Dis. Grav. -50.78 29.40 1.08 1.40 -2.03 6.13

50.78 38.76 -1.08 -1.40 0.49 -12.80

730 Dis. Grav. -378.03 0.67 0.76 0.08 0.02 0.05

376.49 1.03 -0.76 -0.08 -0.92 -0.26

731 Dis. Grav. 1038.39 -7.80 66.94 1.97 -27.64 -0.91

-1038.25 9.54 -66.94 -1.97 15.79 -0.63

732 Dis. Grav. 440.23 25.05 1.87 0.09 -2.24 4.34

-440.23 47.98 -1.87 -0.09 -0.62 -21.86

733 Dis. Grav. 0.00 1562.26 7.05 0.00 -0.57 136.89

0.00 -1346.79 -7.05 0.00 -3.04 609.58

734 Dis. Grav. 596.81 19.54 -6.24 -0.36 7.28 9.25

-594.43 -3.68 6.24 0.36 2.84 9.58

744 Dis. Grav. 354.08 32.53 2.49 1.24 -2.62 7.43

-354.08 44.15 -2.49 -1.24 -1.38 -16.75

745 Dis. Grav. 1134.86 46.76 -21.43 -8.19 19.14 28.16

-1133.97 -35.97 21.43 8.19 4.30 17.09

746 Dis. Grav. 138.82 -10.41 -1.60 -1.32 1.85 0.20

-138.14 14.91 1.60 1.32 0.55 -19.30

747 Dis. Grav. 1209.72 -4.51 8.75 0.54 -1.34 -3.43

-1204.18 9.71 -8.75 -0.54 -9.12 -5.07

748 Dis. Grav. 79.71 -1.58 -2.88 0.34 0.48 -0.74

-78.17 2.92 2.88 -0.34 2.55 -1.63

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749 Dis. Grav. 3824.70 10.12 16.10 7.09 -40.99 14.21

-3598.98 -10.12 -16.10 -7.09 -4.09 14.13

750 Dis. Grav. 3404.24 106.24 6.49 -12.79 -7.19 13.94

-3376.02 -106.14 -6.49 12.79 4.92 23.23

751 Dis. Grav. 1468.91 -0.59 -8.98 -24.66 47.50 -2.05

-1243.20 0.59 8.98 24.66 -22.36 0.41

752 Dis. Grav. 636.02 39.79 4.38 0.78 -3.01 10.71

-636.02 41.70 -4.38 -0.78 -4.46 -12.33

753 Dis. Grav. 558.06 -6.46 0.28 -0.15 -0.28 -2.45

-556.52 7.92 -0.28 0.15 -0.02 -5.44

754 Dis. Grav. -637.81 12.18 33.90 -9.13 -25.09 2.52

639.15 3.99 -33.90 9.13 -30.54 4.20

755 Dis. Grav. 0.00 -1259.34 7.14 0.00 -3.06 -603.38

0.00 1474.81 -7.14 0.00 -0.60 -98.20

756 Dis. Grav. 199.08 -2.81 -0.36 0.19 -0.52 -1.25

-197.53 4.33 0.36 -0.19 0.93 -2.75

757 Dis. Grav. 2709.68 -1.37 -3.16 0.26 3.14 -2.35

-2703.90 5.71 3.16 -0.26 0.46 -1.68

761 Dis. Grav. -34.57 3.42 2.17 -0.12 -2.36 0.98

34.57 0.93 -2.17 0.12 -0.77 0.81

762 Dis. Grav. -2308.72 23.99 2.72 -2.08 2.61 6.10

2309.91 -16.06 -2.72 2.08 -4.82 10.14

766 Dis. Grav. -1132.85 -3.15 21.09 -0.48 -16.27 -4.25

1128.18 8.35 -21.09 0.48 -6.93 -2.07

767 Dis. Grav. 2812.62 13.26 -33.77 -1.72 13.63 -7.77

-2811.95 -5.18 33.77 1.72 14.07 15.33

768 Dis. Grav. 359.94 -0.07 2.05 0.05 -1.22 -0.32

-358.40 1.70 -2.05 -0.05 -1.16 -0.71

769 Dis. Grav. 45.02 204.90 25.38 -3.51 10.69 77.73

-45.02 -98.42 -25.38 3.51 -32.23 51.02

770 Dis. Grav. -887.58 3.68 0.85 0.43 0.68 1.48

887.58 0.95 -0.85 -0.43 -1.99 0.62

771 Dis. Grav. -48.40 73.92 7.52 5.27 -0.88 16.28

48.40 -46.95 -7.52 -5.27 -3.36 17.80

772 Dis. Grav. -169.56 41.68 -0.64 3.11 1.30 15.35

169.22 33.81 0.64 -3.11 -0.29 -9.13

773 Dis. Grav. -543.05 -48.47 14.81 6.19 -6.10 -19.63

543.05 78.32 -14.81 -6.19 -3.15 -19.96

774 Dis. Grav. -543.38 57.69 -8.39 -4.58 4.01 17.23

543.38 -11.98 8.39 4.58 4.01 16.08

775 Dis. Grav. -1188.73 35.14 3.08 -1.68 -2.44 9.73

1188.73 40.42 -3.08 1.68 -2.43 -13.90

776 Dis. Grav. -1207.65 39.91 -6.76 -0.27 3.73 14.71

1207.65 32.86 6.76 0.27 6.55 -9.35

797 Dis. Grav. -605.25 3.08 0.37 0.16 -0.47 0.86

605.25 1.79 -0.37 -0.16 -0.14 0.19

798 Dis. Grav. 75.43 -1.51 2.21 -0.46 -1.96 -1.80

-76.97 2.98 -2.21 0.46 -0.47 -0.67

799 Dis. Grav. 1016.03 167.10 27.32 -2.04 -1.53 32.52

-1016.03 -149.88 -27.32 2.04 -8.31 24.58

800 Dis. Grav. -2286.63 30.77 79.00 4.90 24.42 1.04

2286.80 -28.67 -79.00 -4.90 -41.25 5.29

801 Dis. Grav. 172.18 -1.32 -1.38 0.05 0.16 -0.44

-170.66 2.59 1.38 -0.05 1.24 -1.56

802 Dis. Grav. -202.97 3.32 -2.61 0.43 2.81 2.01

201.44 -1.50 2.61 -0.43 0.39 0.96

803 Dis. Grav. 340.68 4.16 0.10 -0.52 0.50 1.18

-339.15 -2.77 -0.10 0.52 -0.61 2.51

804 Dis. Grav. -396.20 -1.42 -0.28 0.36 0.64 -1.58

394.66 3.13 0.28 -0.36 -0.30 -1.12

805 Dis. Grav. 508.17 -1.27 3.30 -0.28 -0.75 -0.71

-506.64 2.76 -3.30 0.28 -2.89 -1.52

806 Dis. Grav. -527.98 0.70 -0.08 0.22 -0.24 0.37

526.45 0.90 0.08 -0.22 0.33 -0.48

807 Dis. Grav. -551.69 0.91 0.01 -0.36 0.23 0.57

550.16 0.58 -0.01 0.36 -0.24 -0.39

837 Dis. Grav. 2762.54 28.77 -2.84 -27.23 -13.03 14.17

-2762.23 -25.11 2.84 27.23 14.08 -4.16

838 Dis. Grav. 419.26 169.57 25.17 1.79 0.16 22.24

-419.26 -159.65 -25.17 -1.79 -5.38 11.91

839 Dis. Grav. 0.00 -474.27 -3.44 0.00 1.20 52.10

0.00 689.74 3.44 0.00 0.56 -350.78

840 Dis. Grav. 201.68 -2.49 -1.89 0.91 -1.00 -0.05

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-201.68 4.96 1.89 -0.91 2.55 -3.00

841 Dis. Grav. 462.73 2.57 -1.46 0.55 2.10 0.63

-462.73 2.37 1.46 -0.55 0.29 -0.47

842 Dis. Grav. 978.26 2.71 1.20 -0.29 0.10 1.14

-978.26 2.23 -1.20 0.29 -2.06 -0.74

843 Dis. Grav. 1707.21 5.29 4.43 0.08 -3.86 3.24

-1707.21 -2.82 -4.43 -0.08 0.23 0.08

844 Dis. Grav. 1712.79 -5.73 -3.57 -0.62 -1.86 -0.44

-1712.79 8.02 3.57 0.62 4.58 -4.79

862 Dis. Grav. 2597.35 30.76 106.62 -27.47 -13.02 5.72

-2597.33 -30.44 -106.62 27.47 9.59 -4.74

863 Dis. Grav. 197.58 -11.76 1.77 1.04 -1.15 -1.12

-197.19 15.59 -1.77 -1.04 -1.11 -16.38

864 Dis. Grav. 192.25 47.41 -2.19 5.53 1.78 28.27

-191.78 -42.65 2.19 -5.53 1.71 43.23

865 Dis. Grav. 177.32 -59.09 0.78 -6.80 -0.53 -44.90

-176.85 63.85 -0.78 6.80 -0.70 -52.71

866 Dis. Grav. 160.15 78.19 -0.81 -0.26 0.63 55.79

-159.67 -73.43 0.81 0.26 0.65 64.58

867 Dis. Grav. 142.47 -81.51 0.99 1.45 -0.67 -65.23

-141.99 86.27 -0.99 -1.45 -0.91 -67.98

868 Dis. Grav. 638.37 -211.03 -34.05 3.26 4.93 7.44

-638.37 211.33 34.05 -3.26 -4.72 -8.78

869 Dis. Grav. 120.60 86.04 -1.35 -3.47 0.93 65.51

-120.12 -81.28 1.35 3.47 1.22 67.34

870 Dis. Grav. 102.34 -78.09 0.32 0.37 -0.52 -66.85

-101.86 82.85 -0.32 -0.37 0.02 -60.92

871 Dis. Grav. 80.72 77.07 0.47 0.56 -0.12 57.79

-80.24 -72.31 -0.47 -0.56 -0.62 60.81

872 Dis. Grav. 62.28 -82.45 -2.63 2.46 1.83 -61.24

-61.81 87.21 2.63 -2.46 2.35 -73.46

873 Dis. Grav. 1167.87 -2.53 -24.00 0.62 14.56 -3.17

-1162.34 7.72 24.00 -0.62 14.12 -2.96

874 Dis. Grav. -967.67 3.04 -0.42 0.63 1.52 0.65

967.67 2.15 0.42 -0.63 -0.79 0.11

875 Dis. Grav. -263.32 -6.20 -3.41 -0.08 2.85 -5.08

261.78 7.73 3.41 0.08 0.97 -2.71

876 Dis. Grav. 2551.66 -37.53 52.87 10.26 -14.60 -14.44

-2551.32 41.64 -52.87 -10.26 -7.43 -2.06

877 Dis. Grav. 107.90 -2.65 -1.42 -0.32 0.67 -2.67

-109.44 4.28 1.42 0.32 0.97 -1.34

878 Dis. Grav. -1502.03 -2.45 3.87 -0.10 -2.36 -4.20

1497.77 8.29 -3.87 0.10 -2.05 -1.92

882 Dis. Grav. -2121.81 9.43 -35.52 7.11 38.51 -3.31

2122.97 4.64 35.52 -7.11 12.21 6.73

883 Dis. Grav. -2319.80 4.04 -2.85 -0.66 3.88 -9.44

2320.99 3.89 2.85 0.66 -1.56 9.50

887 Dis. Grav. 0.00 95.59 -0.02 0.00 -0.02 337.54

0.00 119.88 0.02 0.00 0.04 -343.77

888 Dis. Grav. -360.83 94.99 -0.10 -7.51 -2.43 35.87

360.83 111.87 0.10 7.51 2.70 -57.52

889 Dis. Grav. -268.78 94.68 -3.67 2.63 1.47 32.37

268.78 112.17 3.67 -2.63 7.95 -54.82

890 Dis. Grav. -44.43 -15.24 -3.66 -6.63 2.25 -13.39

44.43 56.44 3.66 6.63 0.90 -17.49

891 Dis. Grav. 9.59 0.47 -2.45 -0.03 1.99 -0.25

-11.13 1.24 2.45 0.03 0.93 -0.21

892 Dis. Grav. -948.55 -1.87 -0.52 -0.84 6.90 -3.79

943.88 7.06 0.52 0.84 -6.32 -1.12

893 Dis. Grav. -69.25 1.63 0.06 0.20 0.12 0.74

70.79 -0.33 -0.06 -0.20 -0.19 0.28

894 Dis. Grav. 62.07 -6.76 4.40 0.02 1.20 -0.89

-62.07 8.93 -4.40 -0.02 -4.37 -4.78

895 Dis. Grav. 4070.35 42.40 29.40 15.73 -7.97 8.81

-4069.46 -31.62 -29.40 -15.73 -24.18 31.68

896 Dis. Grav. 124.08 48.96 -1.27 2.50 0.99 30.07

-123.36 -44.13 1.27 -2.50 1.07 45.42

897 Dis. Grav. 3573.89 10.13 7.97 1.09 -5.50 -5.16

-3571.51 5.74 -7.97 -1.09 -7.42 8.72

907 Dis. Grav. 1015.89 -7.14 -9.64 1.09 8.40 -24.38

-1015.89 62.95 9.64 -1.09 2.85 -16.52

908 Dis. Grav. 76.68 60.83 -2.98 -5.07 2.66 42.23

-76.05 -56.68 2.98 5.07 1.49 39.73

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Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m

909 Dis. Grav. 420.84 19.98 -5.58 -1.30 4.80 -5.39

-420.84 46.78 5.58 1.30 2.99 -13.32

910 Dis. Grav. 237.52 5.39 0.91 0.00 -0.01 1.75

-235.98 -3.94 -0.91 -0.00 -0.99 3.36

911 Dis. Grav. -3498.08 21.81 -47.08 4.52 -0.56 -3.68

3498.38 -18.16 47.08 -4.52 17.98 11.07

912 Dis. Grav. 891.56 39.56 -4.18 1.15 4.10 9.78

-891.56 42.23 4.18 -1.15 3.06 -12.07

913 Dis. Grav. 282.77 50.12 -9.60 42.92 29.74 -10.76

-282.77 -17.03 9.60 -42.92 -27.21 19.62

914 Dis. Grav. 0.00 608.84 -2.66 0.00 0.49 359.54

0.00 -393.37 2.66 0.00 0.88 -102.38

915 Dis. Grav. 976.63 2.29 11.06 0.42 -9.41 -1.93

-971.09 2.90 -11.06 -0.42 -3.81 1.56

916 Dis. Grav. 70.42 33.66 -3.02 1.12 2.47 8.60

-70.42 58.65 3.02 -1.12 3.36 -32.72

917 Dis. Grav. -117.55 2.18 0.02 0.10 0.14 0.70

119.10 -0.68 -0.02 -0.10 -0.16 0.88

918 Dis. Grav. 4017.52 -74.75 -50.25 -2.21 25.04 -27.51

-4017.07 80.15 50.25 2.21 2.44 -14.85

919 Dis. Grav. 1466.98 -0.88 -1.54 0.57 0.50 -3.16

-1461.19 5.22 1.54 -0.57 1.26 -0.31

923 Dis. Grav. -1234.29 3.07 -1.16 0.14 1.36 0.42

1234.29 1.55 1.16 -0.14 0.42 0.75

924 Dis. Grav. -3468.08 6.20 6.76 0.95 -13.29 -8.38

3469.12 6.33 -6.76 -0.95 4.70 8.29

925 Dis. Grav. 5186.77 87.85 -33.96 -5.04 0.50 13.40

-5186.43 -83.78 33.96 5.04 13.53 22.05

926 Dis. Grav. -19.55 0.84 -1.03 0.08 0.16 0.07

21.09 0.78 1.03 -0.08 1.02 -0.04

927 Dis. Grav. -656.70 3.88 -5.23 0.27 0.54 -0.10

652.02 1.32 5.23 -0.27 5.22 1.51

928 Dis. Grav. -91.92 42.34 2.90 1.23 -2.05 15.33

91.77 55.16 -2.90 -1.23 -3.87 -28.41

929 Dis. Grav. -94.58 56.01 1.70 -0.57 -2.91 13.88

94.40 65.27 -1.70 0.57 -1.41 -25.62

930 Dis. Grav. -95.22 76.13 -1.61 0.37 2.31 47.65

95.04 45.16 1.61 -0.37 1.77 -8.37

931 Dis. Grav. -96.47 47.93 -1.32 -0.09 1.97 12.73

96.47 73.36 1.32 0.09 1.38 -44.97

940 Dis. Grav. -446.29 2.65 0.29 -0.51 -0.51 0.54

446.29 2.22 -0.29 0.51 0.05 -0.19

941 Dis. Grav. 0.00 1223.52 4.72 0.00 -0.38 140.98

0.00 -1008.05 -4.72 0.00 -2.04 431.65

942 Dis. Grav. -4437.93 12.64 2.56 0.65 2.34 -4.42

4440.31 3.22 -2.56 -0.65 -6.49 12.05

946 Dis. Grav. 5107.69 35.09 19.91 12.16 -11.08 0.79

-5107.19 -29.15 -19.91 -12.16 -0.92 18.57

947 Dis. Grav. -110.34 5.34 1.10 0.19 -0.55 3.41

108.80 -3.80 -1.10 -0.19 -0.69 1.73

948 Dis. Grav. 2963.36 3.00 8.15 4.62 -23.32 4.65

-2737.65 -3.00 -8.15 -4.62 0.50 3.76

949 Dis. Grav. 2516.88 2.03 7.24 4.27 1.36 2.05

-2291.17 -2.03 -7.24 -4.27 -21.62 3.64

950 Dis. Grav. 2070.65 -2.61 3.42 -1.72 17.24 -3.49

-1844.93 2.61 -3.42 1.72 -26.83 -3.80

951 Dis. Grav. 109.25 80.63 -0.55 0.50 1.68 38.38

-109.25 82.65 0.55 -0.50 0.20 -41.83

952 Dis. Grav. 32.26 83.94 -0.32 0.02 1.28 43.63

-32.26 79.34 0.32 -0.02 -0.20 -35.76

953 Dis. Grav. 107.22 79.37 -0.69 -0.30 1.44 41.10

-107.22 83.91 0.69 0.30 0.90 -48.85

954 Dis. Grav. -945.93 2.40 -1.10 0.07 -0.05 0.09

945.93 2.79 1.10 -0.07 1.94 -0.42

955 Dis. Grav. 252.61 1.89 1.12 -0.02 -1.10 0.86

-254.15 -0.24 -1.12 0.02 -0.21 0.38

956 Dis. Grav. 5071.91 50.24 -34.06 7.94 1.01 -11.86

-5071.62 -46.78 34.06 -7.94 10.97 28.92

957 Dis. Grav. 679.45 1.93 -5.07 0.90 1.05 -2.50

-673.91 3.27 5.07 -0.90 5.01 1.70

958 Dis. Grav. -1213.95 0.17 1.44 -0.82 -0.21 -3.21

1209.69 5.68 -1.44 0.82 -1.42 0.08

962 Dis. Grav. 1247.38 29.78 -0.38 0.65 -1.64 9.69

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-1247.38 43.25 0.38 -0.65 2.22 -19.97

963 Dis. Grav. 0.00 -983.95 4.67 0.00 -2.03 -442.46

0.00 1199.42 -4.67 0.00 -0.37 -117.79

964 Dis. Grav. 5108.61 -15.14 22.56 -18.72 -12.14 -9.65

-5108.38 17.84 -22.56 18.72 5.97 5.14

965 Dis. Grav. -4419.77 10.75 6.61 -2.62 -9.85 -7.30

4421.11 5.43 -6.61 2.62 -0.99 11.66

966 Dis. Grav. 152.86 0.45 -0.10 -0.09 -0.28 -0.24

-154.40 1.29 0.10 0.09 0.40 -0.27

967 Dis. Grav. 58.68 -49.84 -0.33 5.62 0.38 -37.93

-57.93 54.66 0.33 -5.62 0.15 -46.81

968 Dis. Grav. 105.05 -55.96 -0.66 -2.78 0.87 -46.37

-104.31 60.79 0.66 2.78 0.20 -48.30

969 Dis. Grav. 5457.58 15.68 6.35 -0.08 3.25 -4.74

-5455.20 0.18 -6.35 0.08 -13.55 17.31

979 Dis. Grav. 152.62 39.21 2.08 -0.58 -2.02 11.50

-152.62 37.47 -2.08 0.58 -1.31 -10.11

980 Dis. Grav. -575.40 5.35 8.95 -1.30 -8.93 0.08

570.72 -0.16 -8.95 1.30 -0.92 2.96

981 Dis. Grav. 109.58 -7.38 -1.66 -0.18 0.37 -2.88

-108.04 8.82 1.66 0.18 1.43 -5.93

982 Dis. Grav. 61.73 -28.15 -0.32 -3.11 0.76 -7.24

-61.12 31.97 0.32 3.11 -0.36 -31.28

983 Dis. Grav. 0.00 -370.59 -2.42 0.00 0.85 71.27

0.00 586.06 2.42 0.00 0.40 -316.74

984 Dis. Grav. 6001.04 8.85 8.54 -7.30 -3.91 -6.92

-5999.70 7.32 -8.54 7.30 -10.11 8.17

985 Dis. Grav. 762.87 43.78 3.66 2.17 -3.60 12.39

-762.87 37.41 -3.66 -2.17 -2.62 -6.98

986 Dis. Grav. -286.96 429.75 -13.28 -7.82 11.75 122.32

286.96 -370.38 13.28 7.82 -5.46 67.10

987 Dis. Grav. -241.06 0.70 -0.08 0.08 0.17 0.22

242.61 0.77 0.08 -0.08 -0.09 -0.26

988 Dis. Grav. -95.12 -1.48 1.63 -0.32 -0.06 -0.42

95.12 3.92 -1.63 0.32 -1.26 -1.77

989 Dis. Grav. 1173.97 1.57 1.59 1.05 0.15 -2.85

-1168.18 2.77 -1.59 -1.05 -1.95 2.17

993 Dis. Grav. -6140.04 16.09 2.41 0.42 7.23 -9.28

6141.23 -8.16 -2.41 -0.42 -9.19 19.11

997 Dis. Grav. -1387.77 2.96 0.41 0.67 -0.18 0.38

1387.77 1.67 -0.41 -0.67 -0.45 0.62

998 Dis. Grav. 602.68 -1.21 2.49 0.75 0.54 -3.65

-597.15 6.40 -2.49 -0.75 -3.52 -0.90

999 Dis. Grav. -5260.12 7.38 13.08 -3.04 1.66 -10.97

5260.87 1.66 -13.08 3.04 -13.65 13.59

1000 Dis. Grav. 0.00 149.09 -0.35 0.00 0.04 295.62

0.00 66.38 0.35 0.00 0.14 -274.40

1001 Dis. Grav. -361.81 108.90 0.81 -5.65 -2.35 51.71

361.81 97.96 -0.81 5.65 0.28 -37.68

1002 Dis. Grav. -273.42 108.35 0.14 -1.75 -1.96 54.68

273.42 98.51 -0.14 1.75 1.60 -42.05

1003 Dis. Grav. 279.32 42.28 2.11 4.37 -1.12 15.13

-280.01 33.14 -2.11 -4.37 -2.21 -7.92

1004 Dis. Grav. 632.09 -100.60 21.69 8.40 -5.18 -11.90

-632.09 114.60 -21.69 -8.40 -1.17 -19.60

1005 Dis. Grav. 634.97 51.12 -5.35 -1.81 4.25 16.83

-634.97 10.45 5.35 1.81 2.63 9.36

1006 Dis. Grav. 686.95 4.10 10.38 -0.12 -8.05 -14.23

-686.95 55.61 -10.38 0.12 -4.91 -17.93

1007 Dis. Grav. 691.98 137.94 -27.73 -2.14 4.63 21.76

-691.98 -122.09 27.73 2.14 4.57 21.36

1008 Dis. Grav. 427.37 40.37 -0.44 -1.70 2.47 17.70

-427.37 35.20 0.44 1.70 -1.77 -13.61

1009 Dis. Grav. -163.98 -83.50 25.01 -2.71 -11.65 -33.91

163.98 113.35 -25.01 2.71 -3.96 -27.55

1010 Dis. Grav. -158.78 77.20 -11.65 -0.24 5.47 23.87

158.78 -31.49 11.65 0.24 5.67 28.08

1011 Dis. Grav. -1085.50 32.26 5.22 -0.15 -4.63 8.56

1085.50 43.31 -5.22 0.15 -3.63 -17.30

1012 Dis. Grav. -1219.68 40.49 -4.98 -0.23 3.80 14.88

1219.68 32.28 4.98 0.23 3.79 -8.63

1033 Dis. Grav. -159.68 3.13 -1.81 0.74 -0.09 0.80

161.23 -1.54 1.81 -0.74 2.16 1.88

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1034 Dis. Grav. -310.11 0.43 1.13 -0.17 -1.35 0.32

311.62 0.81 -1.13 0.17 0.21 -0.51

1035 Dis. Grav. 367.90 3.00 -2.79 0.68 3.54 1.60

-369.43 -1.14 2.79 -0.68 -0.07 0.97

1036 Dis. Grav. -102.99 4.46 0.65 -0.69 0.07 1.19

104.52 -3.16 -0.65 0.69 -0.75 2.76

1037 Dis. Grav. 109.12 1.17 -0.30 0.26 1.25 0.23

-110.65 0.63 0.30 -0.26 -0.89 0.10

1038 Dis. Grav. 50.09 2.03 0.05 -0.29 0.46 0.57

-48.56 -0.68 -0.05 0.29 -0.52 0.86

1039 Dis. Grav. -72.80 -3.52 2.43 0.27 -1.67 -3.60

71.27 5.26 -2.43 -0.27 -1.24 -1.66

1040 Dis. Grav. 304.76 -5.47 1.92 -0.01 0.06 -2.38

-303.23 6.88 -1.92 0.01 -2.12 -4.26

1041 Dis. Grav. -332.15 6.92 -0.58 -0.13 0.30 4.98

330.61 -5.24 0.58 0.13 0.38 2.17

1042 Dis. Grav. 524.73 7.14 -2.84 -0.04 1.43 2.24

-523.20 -5.68 2.84 0.04 1.68 4.77

1043 Dis. Grav. -575.16 -3.63 0.58 -0.09 -1.09 -2.99

573.62 5.26 -0.58 0.09 0.43 -2.15

1044 Dis. Grav. 727.31 -3.63 2.13 0.08 -0.89 -1.50

-725.77 5.15 -2.13 -0.08 -1.48 -3.39

1045 Dis. Grav. -735.35 0.78 -0.08 0.20 -0.32 0.47

733.82 0.79 0.08 -0.20 0.41 -0.47

1046 Dis. Grav. -521.05 0.93 -0.20 -0.15 0.17 0.50

519.51 0.56 0.20 0.15 0.05 -0.29

1076 Dis. Grav. 1242.69 123.92 17.07 0.18 -4.74 31.81

-1242.69 -89.47 -17.07 -0.18 -7.56 45.06

1077 Dis. Grav. -5315.66 -1.59 -64.79 -4.58 15.04 -12.86

5315.75 2.75 64.79 4.58 -7.37 12.61

1078 Dis. Grav. 126.68 -6.86 -2.06 -0.05 1.93 -5.74

-128.22 8.42 2.06 0.05 0.40 -2.89

1079 Dis. Grav. -126.08 -0.33 -7.29 1.51 -0.46 0.00

126.05 2.76 7.29 -1.51 6.32 -1.25

1080 Dis. Grav. -603.31 1.15 -2.36 1.80 2.72 -1.02

603.31 3.70 2.36 -1.80 1.08 -1.04

1081 Dis. Grav. -755.22 2.54 0.26 0.73 1.32 0.42

755.22 2.31 -0.26 -0.73 -1.74 -0.24

1082 Dis. Grav. -667.22 3.17 0.04 -0.50 0.59 0.50

667.22 1.68 -0.04 0.50 -0.66 0.70

1083 Dis. Grav. -220.56 2.49 1.06 -0.88 -0.89 0.47

220.56 2.36 -1.06 0.88 -0.82 -0.36

1084 Dis. Grav. 549.48 2.72 1.01 -0.92 -1.30 1.25

-549.48 2.13 -1.01 0.92 -0.32 -0.77

1085 Dis. Grav. 1579.59 7.91 2.18 -0.26 -3.20 4.60

-1579.59 -5.48 -2.18 0.26 1.45 0.78

1086 Dis. Grav. 1592.61 -3.86 -1.74 -0.29 -0.61 -0.39

-1592.61 6.15 1.74 0.29 1.93 -3.42

1104 Dis. Grav. 6355.84 53.23 -19.89 -9.49 15.62 7.87

-6355.23 -45.91 19.89 9.49 -0.84 28.96

1105 Dis. Grav. 220.35 -2.20 -4.02 -0.56 0.81 -5.42

-225.03 7.39 4.02 0.56 3.61 0.15

1106 Dis. Grav. -5424.10 4.92 -0.37 -3.22 0.90 -12.38

5424.59 1.05 0.37 3.22 -0.67 13.55

1107 Dis. Grav. 92.53 60.20 3.98 11.40 -2.29 28.73

-92.24 -57.29 -3.98 -11.40 -1.57 28.34

1108 Dis. Grav. 57.86 -37.83 2.56 -5.72 -2.35 -26.68

-57.39 42.59 -2.56 5.72 -1.71 -37.17

1109 Dis. Grav. 768.81 -149.39 -15.82 -8.59 0.44 16.79

-768.81 150.00 15.82 8.59 -0.24 -18.69

1110 Dis. Grav. 49.15 70.78 -3.39 4.26 2.90 47.93

-48.67 -66.02 3.39 -4.26 2.48 60.68

1111 Dis. Grav. 33.14 -73.19 4.31 -5.50 -3.55 -60.69

-32.67 77.95 -4.31 5.50 -3.29 -59.30

1112 Dis. Grav. 14.24 81.75 0.21 -0.94 0.07 58.17

-13.76 -76.99 -0.21 0.94 -0.40 67.86

1113 Dis. Grav. -2.46 -94.08 1.59 0.43 -0.88 -69.00

2.94 98.84 -1.59 -0.43 -1.64 -84.16

1114 Dis. Grav. 6276.26 -16.90 25.03 -34.99 4.11 -46.27

-6276.21 17.54 -25.03 34.99 -5.72 45.16

1115 Dis. Grav. -715.66 2.61 1.75 -0.75 -2.64 -0.13

715.66 2.57 -1.75 0.75 -0.37 0.16

1116 Dis. Grav. 207.03 1.37 -0.11 -0.62 0.36 -3.42

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-211.29 4.48 0.11 0.62 -0.23 1.65

1120 Dis. Grav. 0.00 703.79 -2.06 0.00 0.43 298.13

0.00 -488.32 2.06 0.00 0.63 7.76

1121 Dis. Grav. -6147.18 -4.52 -10.61 -0.55 10.61 -19.09

6148.37 12.45 10.61 0.55 -2.01 12.21

1125 Dis. Grav. -269.96 8.68 -5.33 0.09 4.12 -0.12

275.50 -3.49 5.33 -0.09 2.25 7.40

1126 Dis. Grav. 6239.20 -90.50 -19.00 4.68 2.82 -63.75

-6238.52 98.71 19.00 -4.68 13.02 -15.10

1127 Dis. Grav. 110.67 15.41 -25.29 -1.16 5.40 25.20

-110.67 15.87 25.29 1.16 11.14 -25.34

1128 Dis. Grav. 47.61 62.07 -3.20 -0.24 2.47 41.50

-46.91 -57.24 3.20 0.24 2.73 55.25

1129 Dis. Grav. 37.68 68.12 -5.36 -0.93 4.37 48.83

-36.98 -63.28 5.36 0.93 4.32 57.72

1130 Dis. Grav. 85.13 58.80 -5.87 3.86 4.85 45.84

-84.41 -53.97 5.87 -3.86 4.67 45.60

1131 Dis. Grav. 6120.15 3.33 -20.24 -0.25 15.94 -16.22

-6117.77 12.54 20.24 0.25 16.89 8.75

1141 Dis. Grav. 1246.79 -67.60 -17.16 1.32 10.31 -40.20

-1246.79 106.18 17.16 -1.32 3.54 -29.91

1142 Dis. Grav. -142.61 8.17 2.44 0.13 -1.08 2.73

144.15 -6.75 -2.44 -0.13 -1.57 5.34

1143 Dis. Grav. 105.86 -68.62 2.99 31.82 -5.28 -40.89

-105.86 177.47 -2.99 -31.82 2.69 -65.92

1144 Dis. Grav. 466.81 2.84 3.04 -0.82 -3.47 1.35

-468.35 -1.08 -3.04 0.82 -0.19 1.02

1145 Dis. Grav. -5069.63 4.86 0.95 -3.54 -4.52 -13.57

5070.97 11.31 -0.95 3.54 2.97 8.28

1146 Dis. Grav. 5703.06 48.59 -36.36 13.00 -7.84 1.86

-5702.83 -45.90 36.36 -13.00 17.79 11.06

1147 Dis. Grav. 0.00 1443.39 3.48 0.00 -0.32 21.05

0.00 -1227.92 -3.48 0.00 -1.47 664.41

1148 Dis. Grav. 64.43 66.96 -0.86 -6.88 0.65 43.36

-63.90 -63.48 0.86 6.88 0.36 32.81

1149 Dis. Grav. 465.17 13.62 12.03 0.32 -9.56 5.84

-469.85 -8.43 -12.03 -0.32 -3.69 6.29

1150 Dis. Grav. -246.41 2.76 -7.80 -0.33 3.44 -1.85

252.20 1.58 7.80 0.33 5.45 2.52

1154 Dis. Grav. -1201.00 1.40 -1.37 0.06 0.84 -0.52

1201.00 3.23 1.37 -0.06 1.26 -0.89

1155 Dis. Grav. 3757.64 2.65 4.41 3.35 -13.17 4.05

-3531.93 -2.65 -4.41 -3.35 0.82 3.37

1156 Dis. Grav. 3329.02 -11.78 5.35 4.39 0.57 -11.85

-3131.52 11.98 -5.35 -4.39 -13.68 -17.26

1157 Dis. Grav. 1249.95 -15.98 2.15 0.79 16.88 -24.33

-1024.23 15.98 -2.15 -0.79 -22.90 -20.41

1158 Dis. Grav. 300.99 44.64 -1.02 -3.61 1.28 15.42

-300.99 37.15 1.02 3.61 0.46 -9.01

1159 Dis. Grav. 5784.21 23.24 41.12 -9.49 -27.11 2.18

-5783.42 -13.76 -41.12 9.49 -12.44 15.61

1160 Dis. Grav. 0.00 -1360.02 3.32 0.00 -1.44 -674.85

0.00 1575.49 -3.32 0.00 -0.26 -78.40

1161 Dis. Grav. -525.15 -7.75 1.12 0.72 -0.13 -5.96

530.68 12.94 -1.12 -0.72 -1.21 -6.40

1162 Dis. Grav. 64.15 33.77 2.44 2.63 -1.78 11.67

-64.27 47.87 -2.44 -2.63 -2.39 -23.71

1163 Dis. Grav. 65.63 59.87 1.73 -1.02 -2.51 20.88

-65.81 61.41 -1.73 1.02 -1.87 -22.83

1164 Dis. Grav. 63.89 62.70 1.35 0.02 -2.07 25.33

-64.07 58.58 -1.35 -0.02 -1.36 -20.12

1165 Dis. Grav. 58.63 57.70 2.40 -0.12 -3.39 19.57

-58.81 63.58 -2.40 0.12 -2.68 -27.04

1166 Dis. Grav. 51.83 74.20 -0.60 -0.43 1.05 46.31

-52.01 47.08 0.60 0.43 0.47 -11.92

1167 Dis. Grav. -5.91 48.78 0.93 -0.07 -0.73 13.58

5.91 72.50 -0.93 0.07 -1.63 -43.67

1176 Dis. Grav. 366.75 7.13 0.47 0.08 -0.66 4.95

-368.29 -5.56 -0.47 -0.08 0.14 2.25

1177 Dis. Grav. -5823.77 7.04 -2.91 1.82 0.39 -12.00

5826.15 8.82 2.91 -1.82 4.33 10.56

1181 Dis. Grav. 5833.82 -38.55 7.18 6.12 13.54 2.56

-5833.49 42.54 -7.18 -6.12 -16.46 -19.00

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1182 Dis. Grav. -437.24 2.08 -0.09 0.22 0.57 0.95

438.78 -0.51 0.09 -0.22 -0.47 0.52

1183 Dis. Grav. -52.04 -5.80 4.69 -0.99 0.49 -2.05

52.04 8.40 -4.69 0.99 -4.53 -4.06

1184 Dis. Grav. -4358.38 10.25 11.87 -1.26 -1.06 -8.62

4359.58 4.18 -11.87 1.26 -16.31 13.05

1185 Dis. Grav. 24.57 60.72 -1.92 0.03 2.24 26.15

-24.57 72.80 1.92 -0.03 3.12 -43.02

1186 Dis. Grav. 4876.22 206.29 8.39 6.72 16.24 33.40

-4875.77 -200.90 -8.39 -6.72 -20.83 77.95

1187 Dis. Grav. 879.17 44.36 -0.13 0.76 -1.85 19.52

-879.17 28.66 0.13 -0.76 2.05 -7.53

1188 Dis. Grav. 0.00 -600.47 -1.75 0.00 0.60 15.96

0.00 815.94 1.75 0.00 0.30 -379.41

1189 Dis. Grav. 839.44 -4.25 -0.10 -1.76 0.46 -8.01

-844.11 9.45 0.10 1.76 -0.35 0.47

1190 Dis. Grav. 496.10 3.79 4.51 0.23 -1.76 -1.57

-500.36 2.06 -4.51 -0.23 -3.37 2.56

1194 Dis. Grav. 105.84 87.93 0.19 0.84 0.24 50.33

-105.84 75.35 -0.19 -0.84 -0.90 -28.87

1195 Dis. Grav. 4867.57 -143.80 -18.50 -2.36 21.61 -76.28

-4867.52 144.31 18.50 2.36 -20.65 68.79

1196 Dis. Grav. -4393.20 -10.94 -28.66 -4.80 21.15 -11.60

4393.35 12.68 28.66 4.80 -16.07 9.51

1197 Dis. Grav. -350.50 -2.25 -2.18 0.08 0.53 -1.19

352.04 3.65 2.18 -0.08 1.82 -1.99

1198 Dis. Grav. 48.79 -31.00 -2.39 4.72 1.56 -29.16

-48.02 35.83 2.39 -4.72 2.31 -25.03

1199 Dis. Grav. 28.95 -60.38 -1.46 -0.43 1.22 -56.30

-28.19 65.21 1.46 0.43 1.16 -45.53

1200 Dis. Grav. 19.28 -62.01 -0.09 1.44 0.13 -57.59

-18.54 66.84 0.09 -1.44 0.02 -46.89

1201 Dis. Grav. 65.92 -49.54 0.91 -3.29 -0.64 -45.30

-65.18 54.37 -0.91 3.29 -0.83 -38.96

1202 Dis. Grav. 5563.31 10.03 25.29 1.89 -18.63 -10.07

-5560.93 5.84 -25.29 -1.89 -22.39 13.47

1212 Dis. Grav. 4859.74 -129.68 -22.24 -2.82 17.67 -67.54

-4858.89 139.95 22.24 2.82 5.49 -72.92

1213 Dis. Grav. -948.79 -7.91 -10.04 1.60 6.24 -4.67

954.33 13.10 10.04 -1.60 5.76 -7.89

1214 Dis. Grav. 0.00 15.09 -0.20 0.00 0.03 351.86

0.00 200.38 0.20 0.00 0.07 -399.41

1215 Dis. Grav. -379.52 104.96 -0.13 -4.26 -1.31 46.16

379.52 101.89 0.13 4.26 1.66 -42.21

1216 Dis. Grav. -497.56 99.23 -1.04 0.09 -2.57 33.62

497.56 107.63 1.04 -0.09 5.23 -44.40

1217 Dis. Grav. 21.42 298.31 -2.40 7.35 -4.58 53.40

-21.42 -258.72 2.40 -7.35 5.34 34.51

1218 Dis. Grav. 5.67 -15.07 -5.35 -0.40 3.11 -0.88

-5.14 18.21 5.35 0.40 2.53 -16.67

1219 Dis. Grav. -3123.05 9.09 -18.67 -2.76 11.89 -5.31

3124.39 7.09 18.67 2.76 18.75 6.96

1220 Dis. Grav. -702.84 3.11 0.78 0.01 -1.83 -0.13

702.84 1.52 -0.78 -0.01 0.63 1.35

1221 Dis. Grav. -534.27 6.25 10.65 0.35 -6.04 -0.06

540.06 -1.91 -10.65 -0.35 -6.09 4.70

1225 Dis. Grav. -5086.71 9.14 -9.05 -0.14 1.96 -13.06

5087.90 -1.21 9.05 0.14 5.37 17.26

1229 Dis. Grav. 1482.21 -7.82 11.48 -0.02 -11.38 -9.84

-1486.88 13.01 -11.48 0.02 -1.25 -1.62

1230 Dis. Grav. 3149.49 295.28 -43.75 10.53 -0.91 90.65

-3148.82 -287.19 43.75 -10.53 36.81 148.28

1231 Dis. Grav. 0.00 656.29 -1.06 0.00 0.22 403.26

0.00 -440.82 1.06 0.00 0.33 -121.74

1232 Dis. Grav. 486.24 -0.84 1.22 -0.14 -1.07 -1.62

-487.78 2.42 -1.22 0.14 -0.33 -0.24

1233 Dis. Grav. 315.56 30.97 -0.25 4.06 -0.27 4.78

-316.55 42.51 0.25 -4.06 0.65 -13.65

1234 Dis. Grav. 306.69 99.10 -16.68 -5.54 -0.32 8.44

-306.71 -97.24 16.68 5.54 0.97 -4.62

1235 Dis. Grav. 1100.04 41.77 -2.22 -1.25 3.61 14.23

-1100.04 33.79 2.22 1.25 -0.11 -7.93

1236 Dis. Grav. 1631.56 -23.78 15.32 -0.73 -9.28 -22.58

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Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m

-1631.56 67.63 -15.32 0.73 -4.77 -19.34

1237 Dis. Grav. 1630.58 88.48 -18.06 -2.02 5.31 20.81

-1630.58 -56.76 18.06 2.02 6.67 27.36

1238 Dis. Grav. 1884.27 37.85 1.53 -2.10 0.12 13.81

-1884.27 37.72 -1.53 2.10 -2.55 -13.72

1239 Dis. Grav. 1843.59 -122.29 31.67 -4.83 -8.33 -16.61

-1843.59 136.29 -31.67 4.83 -0.94 -21.24

1240 Dis. Grav. 1846.13 57.22 -6.42 0.57 4.62 18.94

-1846.13 4.35 6.42 -0.57 3.65 15.10

1241 Dis. Grav. 1472.27 1.50 11.05 -0.51 -8.73 -16.27

-1472.27 58.21 -11.05 0.51 -5.07 -19.15

1242 Dis. Grav. 1478.53 139.96 -27.17 2.40 4.87 22.50

-1478.53 -124.11 27.17 -2.40 4.14 21.30

1243 Dis. Grav. 778.08 39.53 1.09 0.84 1.14 16.61

-778.08 36.04 -1.09 -0.84 -2.86 -13.84

1244 Dis. Grav. -238.90 -74.10 24.64 -0.23 -11.63 -30.37

238.90 103.96 -24.64 0.23 -3.75 -25.22

1245 Dis. Grav. -231.39 73.64 -11.76 0.78 5.09 22.63

231.39 -27.92 11.76 -0.78 6.15 25.92

1246 Dis. Grav. -1562.52 34.38 5.21 0.65 -4.19 10.64

1562.52 41.19 -5.21 -0.65 -4.04 -16.03

1247 Dis. Grav. -1757.70 41.24 -4.03 -0.03 3.70 15.39

1757.70 31.53 4.03 0.03 2.43 -8.00

1268 Dis. Grav. -864.68 14.67 -1.35 -2.48 -16.46 -9.18

864.86 -12.53 1.35 2.48 16.76 12.13

1269 Dis. Grav. -561.37 1.39 -3.05 0.00 0.62 1.34

562.86 -0.17 3.05 -0.00 2.41 -0.56

1270 Dis. Grav. 699.52 1.22 -2.51 0.53 2.57 -0.36

-701.06 0.64 2.51 -0.53 0.55 0.72

1271 Dis. Grav. -406.30 0.29 2.86 -0.45 -0.37 -0.35

407.83 0.98 -2.86 0.45 -2.57 -0.00

1272 Dis. Grav. 475.83 3.36 -0.31 0.03 0.88 2.07

-477.36 -1.54 0.31 -0.03 -0.50 0.95

1273 Dis. Grav. -256.31 4.87 -1.64 -0.17 1.12 1.42

257.85 -3.57 1.64 0.17 0.58 2.97

1274 Dis. Grav. 282.07 -3.06 1.93 0.04 -1.83 -3.24

-283.60 4.85 -1.93 -0.04 -0.53 -1.57

1275 Dis. Grav. -72.58 -4.55 2.00 0.18 -0.26 -1.93

74.11 5.89 -2.00 -0.18 -1.85 -3.57

1276 Dis. Grav. 81.56 5.60 0.63 -0.33 -1.02 3.80

-83.09 -3.84 -0.63 0.33 0.27 1.87

1277 Dis. Grav. 165.86 5.26 -3.21 0.27 1.07 1.36

-164.32 -3.88 3.21 -0.27 2.35 3.50

1278 Dis. Grav. -199.16 0.46 -0.46 -0.36 -0.21 -0.04

197.62 1.25 0.46 0.36 0.75 -0.43

1279 Dis. Grav. 340.23 1.26 -0.50 0.23 -0.25 0.40

-338.70 0.16 0.50 -0.23 0.79 0.19

1280 Dis. Grav. -385.12 -3.97 2.25 -0.14 -2.07 -3.82

383.59 5.65 -2.25 0.14 -0.57 -1.82

1281 Dis. Grav. 605.19 -5.73 1.13 0.32 -0.72 -2.35

-603.66 7.19 -1.13 -0.32 -0.51 -4.70

1282 Dis. Grav. -641.82 6.24 -1.13 -0.17 1.05 4.33

640.29 -4.60 1.13 0.17 0.26 1.96

1283 Dis. Grav. 815.02 6.29 -2.94 -0.06 0.82 2.09

-813.48 -4.80 2.94 0.06 2.42 4.03

1284 Dis. Grav. -865.99 -3.50 0.78 -0.05 -0.65 -2.96

864.46 5.11 -0.78 0.05 -0.24 -1.97

1285 Dis. Grav. 1010.92 -3.94 1.48 0.11 -0.89 -1.68

-1009.39 5.47 -1.48 -0.11 -0.76 -3.58

1286 Dis. Grav. -1010.69 1.24 1.02 0.13 -0.53 0.90

1009.15 0.32 -1.02 -0.13 -0.63 -0.38

1287 Dis. Grav. -638.93 0.58 -0.51 -0.05 0.30 0.26

637.40 0.91 0.51 0.05 0.26 -0.44

1317 Dis. Grav. 300.06 48.52 4.63 2.93 -2.55 11.19

-300.06 3.15 -4.63 -2.93 -2.45 13.32

1318 Dis. Grav. -41.48 -14.74 -2.37 0.89 -2.08 -4.33

41.43 17.15 2.37 -0.89 3.97 -8.43

1319 Dis. Grav. -930.71 3.78 -2.66 0.49 3.31 -0.02

930.71 1.04 2.66 -0.49 0.94 2.22

1320 Dis. Grav. -1549.26 1.63 1.27 -0.03 0.34 -0.71

1549.26 3.19 -1.27 0.03 -2.37 -0.53

1321 Dis. Grav. -1927.21 2.77 0.38 -0.90 -0.05 -0.18

1927.21 2.05 -0.38 0.90 -0.56 0.76

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1322 Dis. Grav. -2035.09 1.83 0.80 -0.75 -1.38 -1.14

2035.09 2.99 -0.80 0.75 0.10 0.22

1323 Dis. Grav. -1783.18 2.63 0.12 -0.31 -0.34 0.32

1783.18 2.19 -0.12 0.31 0.14 0.03

1324 Dis. Grav. -1271.47 3.49 -0.58 0.06 0.08 0.56

1271.47 1.33 0.58 -0.06 0.86 1.18

1325 Dis. Grav. -395.61 2.80 0.28 0.44 -0.56 0.73

395.61 2.02 -0.28 -0.44 0.11 -0.10

1326 Dis. Grav. 783.45 2.36 -0.20 0.29 0.08 0.83

-783.45 2.46 0.20 -0.29 0.24 -0.92

1327 Dis. Grav. 2206.39 12.06 -1.61 0.27 0.45 7.30

-2206.39 -9.65 1.61 -0.27 0.84 1.38

1328 Dis. Grav. 2187.26 -2.04 -1.06 0.06 -0.28 -0.04

-2187.26 4.33 1.06 -0.06 1.09 -2.38

1346 Dis. Grav. -1674.11 11.99 -5.84 -0.49 -1.46 3.84

1679.65 -6.79 5.84 0.49 8.44 7.38

1347 Dis. Grav. 3124.53 -267.11 48.37 -12.72 -40.25 -116.03

-3123.86 275.20 -48.37 12.72 0.57 -106.43

1348 Dis. Grav. 0.00 1507.46 1.36 0.00 -0.09 163.72

0.00 -1291.99 -1.36 0.00 -0.61 554.62

1349 Dis. Grav. 2314.56 3.90 -11.28 -0.43 4.15 -1.06

-2318.82 1.95 11.28 0.43 8.70 2.17

1353 Dis. Grav. -902.07 -0.74 19.98 2.54 -21.18 -5.58

903.23 14.77 -19.98 -2.54 -7.28 -5.46

1354 Dis. Grav. -5089.78 -15.17 10.08 -5.23 -6.17 -17.05

5090.97 23.10 -10.08 5.23 -2.01 1.54

1358 Dis. Grav. 363.39 186.06 36.91 -3.95 -5.68 90.45

-363.15 -183.16 -36.91 3.95 -5.18 -36.15

1359 Dis. Grav. -34.36 -13.83 -0.04 4.04 0.61 4.15

34.56 15.82 0.04 -4.04 -0.58 -13.99

1360 Dis. Grav. -29.76 45.63 -4.33 6.23 3.99 27.02

30.24 -40.87 4.33 -6.23 2.88 41.65

1361 Dis. Grav. -38.95 -59.48 -2.02 -9.19 1.55 -43.67

39.42 64.24 2.02 9.19 1.65 -54.56

1362 Dis. Grav. 4012.16 -0.25 -2.45 1.68 6.70 0.57

-3842.87 0.63 2.45 -1.68 -1.55 -1.49

1363 Dis. Grav. 2892.22 12.51 -1.84 2.70 -1.15 7.44

-2779.36 -11.74 1.84 -2.70 3.72 9.53

1364 Dis. Grav. 1491.13 -7.67 5.22 -5.61 11.60 -8.98

-1265.41 7.67 -5.22 5.61 -26.21 -12.48

1365 Dis. Grav. 639.82 -1017.53 21.22 40.23 -20.83 53.07

-639.82 1019.91 -21.22 -40.23 20.43 -72.43

1366 Dis. Grav. 391.67 198.04 18.55 -9.62 4.63 34.93

-391.59 -197.09 -18.55 9.62 -6.42 -15.85

1367 Dis. Grav. 2186.90 14.99 5.62 -1.30 -3.53 8.59

-2191.58 -9.80 -5.62 1.30 -2.65 5.05

1368 Dis. Grav. -452.84 4.39 1.35 0.02 -0.67 1.92

454.38 -3.00 -1.35 -0.02 -0.78 2.04

1369 Dis. Grav. -51.72 -10.23 0.77 -0.14 0.14 -3.09

51.72 12.54 -0.77 0.14 -0.73 -5.65

1370 Dis. Grav. -1.51 49.96 2.59 -0.57 -3.08 26.28

2.18 -45.12 -2.59 0.57 -1.12 50.82

1371 Dis. Grav. 26.83 49.47 -1.40 0.39 1.03 26.31

-26.15 -44.63 1.40 -0.39 1.25 49.99

1372 Dis. Grav. 8.07 57.33 -4.00 1.74 3.26 40.13

-7.38 -52.50 4.00 -1.74 3.23 48.93

1373 Dis. Grav. -1.04 60.17 -6.35 -2.88 5.26 43.98

1.74 -55.33 6.35 2.88 5.04 49.68

1374 Dis. Grav. 44.33 52.18 -6.61 1.91 5.59 37.94

-43.62 -47.34 6.61 -1.91 5.13 42.75

1375 Dis. Grav. 3503.85 -3.67 -31.50 -7.67 26.16 -17.06

-3501.47 19.54 31.50 7.67 24.92 -1.76

1385 Dis. Grav. 304.35 -64.77 3.29 -10.10 -1.16 -11.48

-304.35 86.13 -3.29 10.10 -0.31 -22.22

1386 Dis. Grav. 381.76 135.22 18.91 14.26 2.13 6.59

-381.19 -128.29 -18.91 -14.26 -15.43 86.05

1387 Dis. Grav. 0.00 -1482.72 1.47 0.00 -0.63 -564.67

0.00 1698.20 -1.47 0.00 -0.13 -251.56

1388 Dis. Grav. 2411.75 1.23 28.26 2.83 7.11 -7.03

-2411.44 2.42 -28.26 -2.83 -17.57 6.81

1389 Dis. Grav. -2416.32 19.46 -2.66 2.52 1.68 7.44

2421.86 -14.26 2.66 -2.52 1.50 12.71

1390 Dis. Grav. 11.58 61.43 -4.09 -5.47 3.15 25.19

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-11.16 -58.63 4.09 5.47 0.69 31.30

1391 Dis. Grav. 370.34 -293.75 2.05 -8.11 18.13 -83.41

-369.90 299.15 -2.05 8.11 -19.25 -78.73

1392 Dis. Grav. -2374.22 7.15 -5.06 -0.63 5.82 1.61

2380.01 -2.81 5.06 0.63 -0.06 4.06

1396 Dis. Grav. 103.53 25.36 1.51 2.85 -1.98 13.08

-103.53 47.12 -1.51 -2.85 -0.31 -29.57

1397 Dis. Grav. 0.00 -536.27 -0.84 0.00 0.27 178.14

0.00 751.74 0.84 0.00 0.16 -508.65

1398 Dis. Grav. 2380.88 -12.13 -14.14 -1.85 18.69 -3.76

-2379.85 24.66 14.14 1.85 -0.72 -19.62

1399 Dis. Grav. -3345.87 77.68 -0.55 -2.44 19.51 47.46

3346.21 -73.57 0.55 2.44 -19.28 -15.94

1400 Dis. Grav. 2757.59 26.63 -0.05 -2.15 -1.82 18.56

-2762.27 -21.44 0.05 2.15 1.88 7.88

1401 Dis. Grav. 93.45 29.75 3.50 -0.95 -3.85 10.63

-93.35 36.03 -3.50 0.95 -0.97 -14.95

1402 Dis. Grav. 86.13 62.28 -0.72 -2.59 1.12 24.99

-85.95 59.01 0.72 2.59 0.71 -20.84

1403 Dis. Grav. 88.08 60.19 0.02 -0.95 0.33 23.21

-87.91 61.09 -0.02 0.95 -0.37 -24.35

1404 Dis. Grav. 87.05 58.94 0.74 0.68 -0.89 23.45

-86.87 62.34 -0.74 -0.68 -0.98 -27.76

1405 Dis. Grav. 84.44 60.35 2.04 0.68 -2.53 25.07

-84.26 60.93 -2.04 -0.68 -2.65 -25.82

1406 Dis. Grav. 80.37 63.65 3.25 0.96 -3.69 27.06

-80.19 57.63 -3.25 -0.96 -4.56 -19.43

1407 Dis. Grav. 74.92 49.21 -0.16 1.65 -0.03 13.73

-74.75 72.07 0.16 -1.65 0.45 -42.72

1408 Dis. Grav. 17.40 50.36 1.55 -0.11 -1.37 15.12

-17.40 70.92 -1.55 0.11 -2.56 -41.20

1417 Dis. Grav. -1746.40 9.05 3.85 -7.11 -7.59 -5.32

1748.78 6.81 -3.85 7.11 1.34 7.13

1421 Dis. Grav. -3269.61 37.24 -49.98 3.03 22.70 25.27

3270.39 -27.87 49.98 -3.03 24.81 5.67

1422 Dis. Grav. 0.00 343.76 0.24 0.00 -0.02 478.21

0.00 -128.29 -0.24 0.00 -0.10 -357.08

1423 Dis. Grav. -357.86 104.12 -0.08 -3.00 -1.73 44.75

357.86 102.73 0.08 3.00 1.93 -42.97

1424 Dis. Grav. -504.98 96.49 -3.12 3.35 0.70 39.85

504.98 110.36 3.12 -3.35 7.31 -57.64

1425 Dis. Grav. 647.48 245.50 26.44 14.02 -26.04 84.91

-647.48 -165.31 -26.44 -14.02 9.13 46.44

1426 Dis. Grav. -3030.35 4.02 -12.18 0.72 5.44 2.90

3035.88 1.17 12.18 -0.72 9.11 -1.20

1427 Dis. Grav. 2613.57 16.30 8.33 0.60 -8.18 6.56

-2617.83 -10.46 -8.33 -0.60 -1.30 8.68

1431 Dis. Grav. -3217.70 -23.77 36.59 -19.75 -22.62 13.26

3217.93 26.47 -36.59 19.75 12.61 -20.13

1432 Dis. Grav. 6539.65 7.02 -2.02 -1.57 -3.52 8.84

-6538.31 9.16 2.02 1.57 6.83 -10.60

1433 Dis. Grav. -7.60 -37.95 3.28 4.45 -2.33 -29.65

8.32 42.77 -3.28 -4.45 -2.98 -35.66

1434 Dis. Grav. -18.63 -72.84 0.63 1.63 -0.25 -52.46

19.35 77.67 -0.63 -1.63 -0.78 -69.37

1435 Dis. Grav. 9.47 -74.43 -0.37 -0.33 0.13 -51.63

-8.74 79.25 0.37 0.33 0.47 -72.81

1436 Dis. Grav. -9.16 -69.07 -1.39 -0.41 0.62 -48.93

9.89 73.90 1.39 0.41 1.62 -66.88

1437 Dis. Grav. -18.76 -68.04 -2.28 -0.74 1.05 -49.97

19.49 72.87 2.28 0.74 2.64 -64.20

1438 Dis. Grav. 24.50 -57.91 -1.18 -3.05 0.26 -43.45

-23.77 62.74 1.18 3.05 1.66 -54.34

1439 Dis. Grav. -86.21 -6.37 12.57 -4.03 -16.76 -7.12

88.59 22.23 -12.57 4.03 -3.63 -16.07

1449 Dis. Grav. 0.00 1413.35 -1.57 0.00 0.21 368.77

0.00 -1197.88 1.57 0.00 0.60 301.27

1450 Dis. Grav. 2840.67 22.15 13.60 -0.75 -10.88 12.62

-2845.35 -16.95 -13.60 0.75 -4.08 8.89

1451 Dis. Grav. -7432.61 -9.18 10.83 -4.67 -11.98 8.71

7433.95 25.36 -10.83 4.67 -5.79 -37.04

1452 Dis. Grav. 1845.25 -154.53 15.00 -3.87 -2.59 -24.28

-1844.24 161.29 -15.00 3.87 -7.77 -84.81

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1456 Dis. Grav. -2409.07 11.89 -2.82 -0.12 2.59 8.47

2414.86 -7.55 2.82 0.12 0.62 2.60

1460 Dis. Grav. 0.00 2906.53 -1.48 553.99 0.58 -231.74

0.00 -2691.06 1.48 -553.99 0.18 1668.09

1461 Dis. Grav. 10650.15 -140.17 10.50 0.33 -3.12 -9.38

-10649.48 148.26 -10.50 -0.33 -5.49 -108.93

1462 Dis. Grav. -2888.44 9.48 1.09 0.16 -0.64 11.09

2893.97 -4.28 -1.09 -0.16 -0.67 -2.87

1463 Dis. Grav. 0.00 2252.48 0.27 0.00 0.01 260.73

0.00 -2062.95 -0.27 0.00 -0.13 713.32

1464 Dis. Grav. 0.00 1019.99 -0.25 0.00 0.03 631.56

0.00 -830.45 0.25 0.00 0.08 -213.89

1465 Dis. Grav. 0.00 207.52 0.07 0.00 -0.01 699.49

0.00 -17.98 -0.07 0.00 -0.02 -648.59

1466 Dis. Grav. 0.00 -355.45 0.10 0.00 -0.03 534.35

0.00 544.98 -0.10 0.00 -0.02 -737.59

1467 Dis. Grav. 0.00 -856.55 0.03 0.00 0.00 160.50

0.00 1046.09 -0.03 0.00 -0.02 -589.96

1468 Dis. Grav. 0.00 -1441.49 0.41 0.00 -0.13 -454.43

0.00 1631.03 -0.41 0.00 -0.05 -239.08

1469 Dis. Grav. 0.00 1215.87 0.40 0.00 -0.05 80.89

0.00 -1026.33 -0.40 0.00 -0.13 425.21

1470 Dis. Grav. 0.00 652.05 -0.00 0.00 -0.01 295.12

0.00 -462.52 0.00 0.00 0.01 -43.54

1471 Dis. Grav. 0.00 219.21 0.08 0.00 -0.01 340.00

0.00 -29.68 -0.08 0.00 -0.02 -283.82

1472 Dis. Grav. 0.00 -169.97 0.04 0.00 -0.01 229.67

0.00 359.50 -0.04 0.00 -0.01 -349.17

1473 Dis. Grav. 0.00 -608.64 0.04 0.00 -0.01 -58.61

0.00 798.17 -0.04 0.00 -0.01 -258.93

1474 Dis. Grav. 0.00 -1179.43 0.02 0.00 -0.00 -578.99

0.00 1368.96 -0.02 0.00 -0.01 3.78

1475 Dis. Grav. 0.00 1299.59 0.02 0.00 -0.01 -11.39

0.00 -1110.05 -0.02 0.00 -0.00 555.28

1476 Dis. Grav. 0.00 727.19 0.03 0.00 -0.01 228.26

0.00 -537.65 -0.03 0.00 -0.01 57.23

1477 Dis. Grav. 0.00 283.25 0.05 0.00 -0.01 294.35

0.00 -93.72 -0.05 0.00 -0.01 -209.26

1478 Dis. Grav. 0.00 -114.17 -0.04 0.00 0.02 203.23

0.00 303.71 0.04 0.00 -0.00 -297.55

1479 Dis. Grav. 0.00 -554.64 0.31 0.00 -0.10 -66.27

0.00 744.18 -0.31 0.00 -0.03 -226.90

1480 Dis. Grav. 0.00 -1119.17 -0.97 0.00 0.35 -565.48

0.00 1308.71 0.97 0.00 0.09 17.47

1481 Dis. Grav. 0.00 1269.05 -0.97 0.00 0.09 -15.20

0.00 -1079.51 0.97 0.00 0.35 545.30

1482 Dis. Grav. 0.00 703.55 0.30 0.00 -0.03 215.25

0.00 -514.02 -0.30 0.00 -0.10 59.58

1483 Dis. Grav. 0.00 262.51 0.01 0.00 -0.02 271.36

0.00 -72.97 -0.01 0.00 0.01 -195.64

1484 Dis. Grav. 0.00 -136.26 -0.06 0.00 0.03 169.84

0.00 325.79 0.06 0.00 -0.01 -274.13

1485 Dis. Grav. 0.00 -580.17 0.59 0.00 -0.20 -111.57

0.00 769.70 -0.59 0.00 -0.06 -193.11

1486 Dis. Grav. 0.00 -1146.72 -1.88 0.00 0.68 -623.90

0.00 1336.26 1.88 0.00 0.17 63.45

1487 Dis. Grav. 0.00 1277.40 -1.84 0.00 0.16 -76.22

0.00 -1087.86 1.84 0.00 0.67 610.09

1488 Dis. Grav. 0.00 733.51 0.66 0.00 -0.08 169.46

0.00 -543.97 -0.66 0.00 -0.22 118.88

1489 Dis. Grav. 0.00 348.29 0.13 0.00 -0.06 260.25

0.00 -158.76 -0.13 0.00 -0.00 -145.80

1490 Dis. Grav. 0.00 56.18 0.09 0.00 0.01 244.16

0.00 133.35 -0.09 0.00 -0.05 -261.58

1491 Dis. Grav. 0.00 -215.02 1.11 0.00 -0.36 112.04

0.00 404.56 -1.11 0.00 -0.14 -251.89

1492 Dis. Grav. 0.00 -533.79 -2.62 0.00 0.98 -151.25

0.00 723.33 2.62 0.00 0.20 -132.50

1493 Dis. Grav. 0.00 789.87 -2.54 0.00 0.18 169.74

0.00 -600.34 2.54 0.00 0.97 144.05

1494 Dis. Grav. 0.00 450.03 1.32 0.00 -0.19 306.05

0.00 -260.50 -1.32 0.00 -0.40 -145.68

1495 Dis. Grav. 0.00 136.83 0.48 0.00 -0.15 316.56

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0.00 52.71 -0.48 0.00 -0.07 -297.57

1496 Dis. Grav. 0.00 -232.20 0.41 0.00 -0.05 174.88

0.00 421.74 -0.41 0.00 -0.14 -322.48

1497 Dis. Grav. 0.00 -751.32 1.95 0.00 -0.60 -183.45

0.00 940.86 -1.95 0.00 -0.28 -198.50

1498 Dis. Grav. 0.00 -1513.27 -3.64 0.00 1.40 -860.33

0.00 1702.81 3.64 0.00 0.24 134.41

1499 Dis. Grav. 0.00 1796.12 -3.74 0.00 0.27 -98.15

0.00 -1606.59 3.74 0.00 1.42 866.19

1500 Dis. Grav. 0.00 982.60 0.95 0.00 0.01 251.69

0.00 -793.07 -0.95 0.00 -0.44 149.11

1501 Dis. Grav. 0.00 309.99 -0.89 0.00 0.12 328.82

0.00 -120.46 0.89 0.00 0.28 -231.66

1502 Dis. Grav. 0.00 -304.10 -1.24 0.00 0.39 155.21

0.00 493.63 1.24 0.00 0.17 -335.27

1503 Dis. Grav. 0.00 -998.81 2.02 0.00 -0.81 -306.06

0.00 1188.35 -2.02 0.00 -0.10 -187.61

1504 Dis. Grav. 0.00 -1893.06 -10.78 0.00 3.75 -1138.99

0.00 2082.60 10.78 0.00 1.12 241.62

1505 Dis. Grav. 0.00 2157.90 -12.22 0.00 1.17 -299.65

0.00 -1980.39 12.22 0.00 3.99 1174.44

1559 Dis. Grav. 6792.78 64.68 -100.50 2.51 216.48 93.11

-5946.35 -64.68 100.50 -2.51 64.92 88.00

1560 Dis. Grav. 3360.71 1.59 -1.78 0.22 3.07 3.26

-3134.88 -1.59 1.78 -0.22 1.93 1.19

1561 Dis. Grav. 3181.00 7.63 -2.42 -0.01 3.75 11.69

-2955.07 -7.63 2.42 0.01 3.03 9.69

1562 Dis. Grav. 3078.76 7.04 -3.13 -0.73 5.18 10.82

-2852.72 -7.04 3.13 0.73 3.59 8.91

1563 Dis. Grav. 3111.62 2.97 -3.97 -1.41 7.92 5.31

-2885.47 -2.97 3.97 1.41 3.21 3.04

1564 Dis. Grav. 1713.95 7.63 -5.16 -2.17 12.06 11.52

-1487.69 -7.63 5.16 2.17 2.43 9.88

1565 Dis. Grav. 4276.49 15.44 -9.67 -3.52 21.33 20.62

-4050.12 -15.44 9.67 3.52 5.83 22.72

1566 Dis. Grav. 5181.95 254.80 -22.45 -7.54 31.45 701.86

-4321.79 -254.80 22.45 7.54 32.44 23.14

1576 Dis. Grav. -360.41 119.44 0.84 0.50 -1.19 61.69

360.30 98.91 -0.84 -0.50 -1.08 -33.89

1577 Dis. Grav. -358.16 103.89 0.66 -0.23 -0.66 44.04

358.06 114.46 -0.66 0.23 -1.11 -58.35

1578 Dis. Grav. -352.32 105.14 0.22 0.47 0.41 44.12

352.21 113.20 -0.22 -0.47 -1.00 -55.04

1579 Dis. Grav. -348.91 103.32 -0.03 1.70 0.71 40.70

348.80 115.03 0.03 -1.70 -0.64 -56.55

1580 Dis. Grav. -343.85 116.87 -0.64 2.68 1.61 61.41

343.74 101.47 0.64 -2.68 0.12 -40.55

1581 Dis. Grav. -343.52 88.81 -0.40 3.21 1.89 24.98

343.41 129.54 0.40 -3.21 -0.80 -80.14

1582 Dis. Grav. -242.26 124.95 9.28 7.59 -15.46 65.93

239.25 93.40 -9.28 -7.59 -9.68 -23.20

1583 Dis. Grav. -267.19 113.51 -1.48 -1.78 -0.12 57.48

267.19 90.98 1.48 1.78 3.87 -28.90

1592 Dis. Grav. 4898.44 -33.23 -78.09 1.20 80.47 -27.10

-4052.01 33.23 78.09 -1.20 138.17 -65.94

1593 Dis. Grav. 2900.99 -0.65 -1.97 2.52 -1.19 -4.53

-2675.16 0.65 1.97 -2.52 6.70 2.72

1594 Dis. Grav. 2737.97 1.78 -2.86 1.66 -3.73 1.31

-2512.04 -1.78 2.86 -1.66 11.74 3.68

1595 Dis. Grav. 2632.55 3.63 -3.37 -0.50 -4.82 3.52

-2406.51 -3.63 3.37 0.50 14.28 6.65

1596 Dis. Grav. 2680.68 -2.10 -4.58 -2.24 -4.19 -3.18

-2454.52 2.10 4.58 2.24 17.04 -2.70

1597 Dis. Grav. 1241.28 7.31 -4.93 -2.97 -2.96 8.84

-1015.02 -7.31 4.93 2.97 16.79 11.68

1598 Dis. Grav. 3869.32 -0.01 -144.87 4.01 24.50 -10.40

-3841.44 0.01 144.45 -4.01 25.55 10.40

1599 Dis. Grav. 4102.55 265.56 4.22 4.15 4.60 -13.99

-3264.31 -265.56 -4.22 -4.15 -16.30 750.35

1609 Dis. Grav. -421.98 110.92 1.13 -4.69 -4.00 57.44

421.76 107.43 -1.13 4.69 0.94 -52.71

1610 Dis. Grav. -406.24 115.82 0.77 -4.36 0.03 57.67

406.03 102.52 -0.77 4.36 -2.12 -39.66

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1611 Dis. Grav. -393.36 112.03 1.11 -1.51 1.32 53.85

393.14 106.32 -1.11 1.51 -4.32 -46.11

1612 Dis. Grav. -381.70 107.17 0.25 0.53 2.05 44.54

381.48 111.18 -0.25 -0.53 -2.73 -49.96

1613 Dis. Grav. -373.78 128.80 1.88 3.48 -1.07 78.78

373.56 89.55 -1.88 -3.48 -4.01 -25.63

1614 Dis. Grav. -361.34 84.56 -3.93 2.69 8.96 18.35

361.12 133.79 3.93 -2.69 1.68 -85.02

1615 Dis. Grav. -291.46 138.82 22.88 1.28 -39.46 85.38

291.30 79.53 -22.88 -1.28 -22.52 -5.09

1616 Dis. Grav. -228.25 117.44 -10.98 -4.68 9.25 61.34

228.25 87.05 10.98 4.68 18.61 -22.79

1625 Dis. Grav. 968.70 555.31 766.34 -12.84 -497.22 372.64

-365.32 -555.31 -766.34 12.84 -1032.39 735.76

1626 Dis. Grav. 3038.24 299.42 -58.89 25.01 78.88 -744.42

-2433.25 -299.42 58.89 -25.01 38.98 1343.66

1630 Dis. Grav. 2461.71 -16.39 -2.33 8.64 -7.03 -20.50

-2235.88 16.39 2.33 -8.64 13.55 -25.40

1631 Dis. Grav. 2289.89 -11.10 -2.52 5.94 -14.60 -15.24

-2063.95 11.10 2.52 -5.94 21.66 -15.87

1632 Dis. Grav. 2183.29 -8.03 -4.23 0.91 -16.31 -10.54

-1957.25 8.03 4.23 -0.91 28.17 -11.98

1633 Dis. Grav. 2257.80 -10.03 -2.95 -0.29 -20.00 -16.20

-2031.65 10.03 2.95 0.29 28.28 -11.95

1634 Dis. Grav. 752.42 -5.08 -10.73 -3.58 -15.99 -5.44

-526.16 5.08 10.73 3.58 46.11 -8.83

1635 Dis. Grav. 2250.22 -7.63 -78.62 6.52 26.05 -53.59

-2194.44 7.63 78.28 -6.52 28.23 48.31

1642 Dis. Grav. 486.05 -1689.50 -2463.92 -6.95 1607.52 -1123.67

-243.00 1689.50 2463.92 6.95 373.47 -234.69

1643 Dis. Grav. 2547.37 -1548.34 -43.89 32.11 -34.00 -1258.85

-2302.84 1548.34 43.89 -32.11 69.51 6.40

1647 Dis. Grav. 42.67 1500.74 -18.93 -9.10 2.64 178.01

-42.96 -1488.61 18.93 9.10 -0.81 -33.44

1648 Dis. Grav. 575.94 -57.73 -13.55 -30.85 4.79 -18.23

-576.35 90.08 13.55 30.85 -1.29 -0.84

1649 Dis. Grav. -623.85 1123.50 -16.21 -9.39 11.04 162.92

623.27 -1099.25 16.21 9.39 -7.90 52.07

1650 Dis. Grav. 83.06 -102.99 -6.62 -46.68 10.14 -17.75

-83.73 125.89 6.62 46.68 -8.93 -3.16

1651 Dis. Grav. -820.14 788.90 -0.53 -0.44 4.58 147.57

819.28 -752.52 0.53 0.44 -4.42 76.07

1652 Dis. Grav. -124.94 -151.69 15.15 -47.72 -3.21 -9.31

124.02 165.14 -15.15 47.72 1.58 -7.74

1653 Dis. Grav. -802.15 573.35 -5.83 -1.41 7.40 135.79

801.00 -524.85 5.83 1.41 -5.14 76.65

1654 Dis. Grav. -58.83 -277.44 6.41 -51.08 -6.09 13.52

57.68 281.41 -6.41 51.08 5.88 -22.86

1655 Dis. Grav. -113.75 250.68 -5.81 -0.25 7.97 152.67

112.20 -26.27 5.81 0.25 2.44 95.12

1656 Dis. Grav. -116.75 -231.74 4.92 -46.32 9.79 56.72

116.69 274.87 -4.92 46.32 -11.48 -143.85

1657 Dis. Grav. -119.59 139.76 13.38 17.88 -19.04 36.93

119.14 156.79 -13.38 -17.88 -12.60 -57.06

1658 Dis. Grav. -112.56 -179.53 22.59 -65.88 -22.91 11.61

112.52 201.10 -22.59 65.88 19.02 -44.34

1659 Dis. Grav. -114.31 197.10 -10.23 -11.55 5.21 110.88

113.83 121.02 10.23 11.55 20.73 -14.38

1660 Dis. Grav. -148.15 175.40 -19.78 -4.47 20.75 86.91

148.15 142.73 19.78 4.47 29.42 -45.47

1703 Dis. Grav. 511.45 -9.21 -7.57 0.02 8.25 64.28

-340.86 9.21 7.23 -0.02 7.41 -83.76

1704 Dis. Grav. 2613.36 -19.17 -10.40 -6.59 12.33 7.76

-2414.88 19.17 9.99 6.59 12.78 -54.97

1705 Dis. Grav. -138.19 -121.74 5.23 16.35 7.62 -45.61

139.32 172.31 -5.23 -16.35 -9.73 -13.69

1706 Dis. Grav. -586.07 -398.78 -11.94 -32.04 10.67 -73.39

586.03 453.37 11.94 32.04 -5.47 -112.08

1707 Dis. Grav. -1042.94 -1266.52 -2.88 -27.65 13.03 61.21

1044.04 1272.57 2.88 27.65 -12.89 -123.84

1708 Dis. Grav. -312.92 201.15 -2.88 2.95 5.76 37.73

312.88 -146.55 2.88 -2.95 -4.50 37.95

1709 Dis. Grav. -116.32 73.28 -1.21 7.97 4.30 -2.40

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116.29 -18.69 1.21 -7.97 -3.77 22.42

1710 Dis. Grav. -67.93 29.18 -0.16 14.19 2.94 -14.47

67.89 25.41 0.16 -14.19 -2.87 15.29

1711 Dis. Grav. -135.82 -21.74 -5.26 24.99 1.74 -22.93

136.70 62.86 5.26 -24.99 -0.01 9.05

1712 Dis. Grav. -443.01 -272.17 -2.84 -31.17 2.79 -54.40

442.98 326.77 2.84 31.17 -1.55 -75.97

1713 Dis. Grav. -859.58 -1093.18 3.69 -28.30 4.42 -24.65

860.40 1111.38 -3.69 28.30 -4.96 -135.59

1714 Dis. Grav. -286.26 247.01 4.84 2.06 4.51 51.61

286.22 -192.42 -4.84 -2.06 -6.62 44.04

1715 Dis. Grav. -15.94 89.68 6.82 6.20 5.72 1.74

15.90 -35.09 -6.82 -6.20 -8.69 25.42

1716 Dis. Grav. 90.88 40.34 8.40 11.62 7.22 -13.05

-90.91 14.25 -8.40 -11.62 -10.88 18.72

1717 Dis. Grav. 80.79 4.43 1.00 23.21 9.77 -22.13

-80.17 27.25 -1.00 -23.21 -10.02 19.24

1718 Dis. Grav. -153.29 -220.75 -16.05 -33.70 12.62 -48.95

153.26 275.34 16.05 33.70 -5.63 -59.02

1719 Dis. Grav. -623.93 -884.75 -13.69 -30.69 9.17 -70.69

624.47 915.09 13.69 30.69 -5.86 -147.05

1720 Dis. Grav. -79.54 318.13 -7.81 -8.66 9.57 72.97

79.51 -263.54 7.81 8.66 -6.17 53.64

1721 Dis. Grav. 311.79 109.71 -5.89 -6.13 7.02 6.96

-311.82 -55.11 5.89 6.13 -4.45 28.91

1722 Dis. Grav. 509.57 41.35 -4.78 -2.70 4.90 -13.28

-509.61 13.25 4.78 2.70 -2.82 19.39

1723 Dis. Grav. 578.38 -8.81 -11.66 4.89 3.56 -25.72

-578.01 31.06 11.66 -4.89 -1.49 22.18

1724 Dis. Grav. 465.00 -196.48 -15.78 -24.81 4.05 -45.74

-465.04 251.08 15.78 24.81 2.82 -51.67

1725 Dis. Grav. 57.72 -694.46 -16.61 -22.62 -0.03 -89.75

-57.47 736.92 16.61 22.62 5.65 -152.60

1726 Dis. Grav. 567.89 400.02 -12.46 -9.17 1.64 106.93

-567.92 -345.42 12.46 9.17 3.78 55.32

1727 Dis. Grav. 1264.55 131.56 -11.78 -7.45 -2.54 19.29

-1264.59 -76.97 11.78 7.45 7.66 26.10

1728 Dis. Grav. 1855.37 126.95 -11.83 -5.09 -6.62 2.10

-1855.41 -72.36 11.83 5.09 11.77 41.28

1729 Dis. Grav. 2602.21 354.46 -12.51 -2.08 -10.96 22.05

-2602.25 -299.87 12.51 2.08 16.40 120.38

1730 Dis. Grav. 3772.81 931.36 -13.58 1.45 -15.89 74.89

-3772.85 -876.76 13.58 -1.45 21.80 318.66

1731 Dis. Grav. 5110.84 1311.97 -3.58 -0.24 -24.27 176.03

-5110.88 -1257.37 3.58 0.24 25.83 383.20

1749 Dis. Grav. -2454.63 -3.03 -3.55 -0.50 1.29 -5.89

2454.63 45.02 3.55 0.50 1.83 -15.21

1750 Dis. Grav. -4606.83 -14.40 -6.69 -0.72 1.03 -10.88

4606.83 56.39 6.69 0.72 4.84 -20.20

1779 Dis. Grav. -1288.40 -10.97 4.16 0.59 -0.97 -3.47

1288.40 32.74 -4.16 -0.59 -0.93 -6.48

1780 Dis. Grav. -1749.65 -29.56 5.64 0.89 -0.84 -7.24

1749.65 51.33 -5.64 -0.89 -1.73 -11.17

1781 Dis. Grav. -2423.68 -56.04 8.51 1.40 -0.89 -12.58

2423.68 77.81 -8.51 -1.40 -2.99 -17.89

1782 Dis. Grav. -2992.92 -66.76 17.64 0.87 -2.33 -16.25

2992.92 88.53 -17.64 -0.87 -5.70 -19.10

1804 Dis. Grav. 196.09 79.52 -17.36 -27.44 -1.86 2.25

-196.09 -19.12 17.36 27.44 10.22 21.50

1805 Dis. Grav. 202.33 -31.04 -20.09 -40.13 -5.62 -24.55

-202.33 91.45 20.09 40.13 15.30 -4.95

1806 Dis. Grav. -113.99 -207.41 -20.58 -61.43 -8.48 -66.32

113.99 289.66 20.58 61.43 21.97 -96.67

1807 Dis. Grav. 68.78 171.06 60.42 65.40 -49.21 33.61

-68.78 -110.66 -60.42 -65.40 20.11 34.23

1808 Dis. Grav. 257.66 49.19 51.48 51.61 -30.38 -7.58

-257.66 11.21 -51.48 -51.61 5.59 16.72

1809 Dis. Grav. 276.49 11.90 45.09 41.56 -13.58 -16.44

-276.49 48.50 -45.09 -41.56 -8.14 7.62

1810 Dis. Grav. 163.63 -55.11 41.54 32.95 1.82 -25.34

-163.63 115.51 -41.54 -32.95 -21.83 -15.75

1811 Dis. Grav. -90.94 -268.01 43.18 25.94 17.18 -35.92

90.94 309.65 -43.18 -25.94 -31.52 -59.97

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1812 Dis. Grav. 1860.21 8.35 21.24 7.45 -3.66 11.87

-1662.71 -8.25 -21.24 -7.45 -48.38 8.47

1813 Dis. Grav. 260.10 31.63 -8.46 32.65 25.55 -10.56

-260.10 28.78 8.46 -32.65 -21.47 11.25

1814 Dis. Grav. 126.68 -56.82 -7.42 24.06 20.18 -25.01

-126.68 117.22 7.42 -24.06 -16.61 -16.90

1815 Dis. Grav. -277.31 -328.41 -7.70 18.49 15.82 -62.91

277.31 389.84 7.70 -18.49 -12.05 -113.00

1816 Dis. Grav. 125.30 122.89 -14.28 -12.24 7.81 19.56

-125.30 -62.49 14.28 12.24 -0.94 25.08

1817 Dis. Grav. 263.91 27.68 -14.85 -18.92 3.77 -9.61

-263.91 32.73 14.85 18.92 3.38 8.40

1818 Dis. Grav. 291.88 -16.12 -15.94 -27.10 -0.68 -16.20

-291.88 48.89 15.94 27.10 4.85 7.70

1819 Dis. Grav. 1477.29 -198.00 -0.98 -0.08 -14.71 -36.57

-1449.08 198.19 0.98 0.08 15.05 -32.76

1820 Dis. Grav. 272.85 113.63 -3.82 4.87 -5.67 19.64

-272.85 -53.23 3.82 -4.87 7.51 20.55

1821 Dis. Grav. 458.81 59.28 -5.53 2.30 -7.40 1.12

-458.81 1.12 5.53 -2.30 10.07 12.88

1822 Dis. Grav. 564.27 24.41 -7.39 -0.19 -9.53 -7.74

-564.27 35.99 7.39 0.19 13.09 4.95

1823 Dis. Grav. 574.46 -55.30 -9.56 -2.98 -12.10 -20.94

-574.46 115.71 9.56 2.98 16.70 -20.24

1824 Dis. Grav. 453.44 -285.54 -11.91 -6.15 -15.60 -32.04

-453.44 323.77 11.91 6.15 19.23 -60.82

1825 Dis. Grav. 3154.70 6.87 1.89 2.62 -1.40 -0.23

-3098.27 -6.48 -1.89 -2.62 0.08 4.90

1826 Dis. Grav. 1808.07 12.02 3.13 0.26 3.95 2.75

-1695.21 -11.25 -3.13 -0.26 -8.34 13.53

1827 Dis. Grav. 1224.57 120.28 24.29 9.78 -12.37 15.12

-1224.57 -59.88 -24.29 -9.78 0.67 28.27

1828 Dis. Grav. 1728.72 214.64 23.42 5.65 -2.87 17.09

-1728.72 -154.24 -23.42 -5.65 -8.41 71.74

1829 Dis. Grav. 2499.73 564.94 23.72 0.81 6.88 52.98

-2499.73 -504.53 -23.72 -0.81 -18.31 204.56

1830 Dis. Grav. 3396.19 786.43 10.94 2.56 21.36 118.38

-3396.19 -726.02 -10.94 -2.56 -26.63 245.85

jueves, 20 de enero de 2011 Page 85

Multiframe4D Version 12.11 Nave Montemayor

Page 112: Memoria de calculo nave industrial 1

Professional Member (81) 83 33 34 53, Celular 81 12 69 40 [email protected]

INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.www.indusgenesis.com

Puerta del Sol 108-1Sendero San Jerónimo

64659 Monterrey, Nuevo León

IV. Diseño estructural

Page 113: Memoria de calculo nave industrial 1

Cal. varillas de los estribos:

Programa BOWLES para diseñar zapatas corridas de colindancia.Diseño por Factor de Carga y Resistencia (DFCR).

6000Capacidad de carga del suelo:

DISEÑO DE CIMENTACIONES

Cumpliendo con las Normas Técnicas Complementarias para Diseñoy Construcción de Estructuras de Concreto del Distrito Federal.

kg/m

(C) COPYRIGHT 16 de septiembre de 1997 V3.0Por Ing. Juan Aldasoro Robles

ALL RIGHTS RESERVED

1900Peso específico del suelo: kg/m

h L=∞B

120

200Resistencia del concreto: kg/cm

4200Resistencia del acero: kg/cm

4Calibre de las varillas de la zapata: #

2Recubrimiento: cm

3

Página 1

Fecha: Jueves, 20 de Enero de 2011, 5:51:34 PMDATOS PARA EL PROYECTO:

Zapata Z-1Nombre de la zapata:

Profundidad dedesplante (Df)=

50

Vu= 2321 kg

Contratrabe CT-1Nombre de la contratrabe:

Z

25

Wu= 1954 kg/m

Mx=0 kg-m

X

Mz= 3421 kg-m#

2

2

2

3

RESULTADOS:

120Ancho de la zapata: cm

20Peralte interior de la zapata: cm

5Calibre de las var. lecho superior: #

5Calibre de las var. lecho inferior: #20Separación de la varillas transv.: cm

Professional Member

10Peralte de la zapata en el borde: cm

Nave Montemayor

[email protected]

INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.

www.indusgenesis.com

Page 114: Memoria de calculo nave industrial 1

DATOS GENERALESProyecto:

DISEÑO DE CONTRATRABES DE CONCRETO

Nombre de la contratrabe:Resistencia del concreto: kg/cm2Resistencia del acero: kg/cm2

Ancho de la trabe: cm

Restricción en los apoyos: (SI o NO)Interrupción y traslape del refuerzo longitudinal: (SI o NO)Marco dúctil: (SI o NO)

Peralte de la trabe: cmRecubrimiento: cmLongitud de la trabe: cmCalibre de los estribos:Separación de los estribos: cmTamaño de los agregados: cmMomento flexionante de diseño: kg-mFuerza cortante de diseño: kg

Programa WHITNEY CT para diseñar vigas de concretoreforzado por flexión, cortante y torsión.

Cumpliendo con las Normas Técnicas Complementarias para Diseñoy Construcción de Estructuras de Concreto del Distrito Federal.

RESULTADOS GENERALES

Area de acero máxima: cm2Area de acero mínima: cm2Area de acero a tensión: cm2Area de acero a compresión: cm2Momento flexionante resistente: kg-m

Fuerza cortante resistente: kg

Fecha:

Separación de los estribos: cm

#

Torsión de diseño:kg-m

(C) COPYRIGHT 10 de mayo de 1987 V1.0(C) COPYRIGHT 19 de abril de 1997 V3.0

Por Ing. Juan Aldasoro RoblesALL RIGHTS RESERVED

Torsión resistente del concreto:kg-m

DATOS PARA TORSION

RESULTADOS

Anillos adicionales por torsión a cada:

Varillas adicionales por torsión en el lecho superior:

Varillas adicionales por torsión en el lecho inferior:

cm #

#

#

Página 2

[email protected]

INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.

www.indusgenesis.com

3.93

Nave MontemayorContratrabe CT-1

2004200

25

NO

NONO

502

600

201.91

34212321

17.372.77

3.936739

14832La trabe sí resiste la flexión.

Jueves, 20 de Enero de 2011, 5:52:53 PM

3

0

********

****

****

****

****

****

****

La trabe sí resiste la fuerza cortante.

20

Page 115: Memoria de calculo nave industrial 1

25 95

120

10

30

10

50 10

Zapata Z-1Corrida de colindancia

Escala 1:10

Plantilla

Contratrabe CT-1#4 @ 20

#3 @ 20

Nivel -1.20 Desplante

2 # 5 lecho superior

2 # 5 lecho inferior

Estribos # 3 @ 20/402 # 3

(C) COPYRIGHT 10 de mayo de 1987 V1.0(C) COPYRIGHT 19 de abril de 1997 V3.0

Por Ing. Juan Aldasoro RoblesALL RIGHTS RESERVED

Página 3

Page 116: Memoria de calculo nave industrial 1

Member 630 Case: Dis. Grav.

352 358

-2445.51 186.06Max 186.06 Min -2445.51

Mz' (kg-m)

352 358

28.38 47.19Max 47.19 Min 28.38

My' (kg-m)

352 358

-3273.11 -3273.11Max -3273.11 Min -3273.11

Vy' (kg)

352 358

-23.39 -23.39Max -23.39 Min -23.39

Vz' (kg)

352 358

C

T4348.00 4104.96Max 4348.00 Min 4104.96

Px' (kg)

352 358

-32.78 -32.78Max -32.78 Min -32.78

Tx' (kg-m)

jueves, 20 de enero de 2011 Page 1

Multiframe4D Version 12.11 Nave Montemayor

Page 117: Memoria de calculo nave industrial 1

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(©) COPYRIGHT 25 de sept. de 2010 V5.0

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:

[email protected]

INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.www.indusgenesis.com

Calibre de las varillas long. [#]:Varillas long. de la columna:

Separación de los estribos:

Nave Montemayor

Columna C-1200

4200

30NO

30

2600

1.9

2445

3273

1.12

10.06

4475

3205 2977

La columna si resiste la compresión

3

5594

6190

10

97

8.68

4348

55.30

14.80

17575

Colocar a partir de los nudos 11 estribos # 3 a cada 10 cm, después colocarlos a cada 20 cm.

****

****

23

Viernes, 21 de Enero de 2011, 12:01:44 PM

0.44

5.60

4.00

50.40

84

10/20 (*)

Page 118: Memoria de calculo nave industrial 1

(©) COPYRIGHT 15 de mayo de 1997 V4.0(©) COPYRIGHT 7 de sept. de 1998 V4.8(©) COPYRIGHT 25 de sept. de 2010 V5.0

Por Ing. Juan Aldasoro RoblesALL RIGHTS RESERVED

Página 2

RESULTADOSCIENTIFICOS

Varillas long. de la columna:

30

30

Columna C-1

8 # 4

Estribos # 3 @ 10/20 (*)

Page 119: Memoria de calculo nave industrial 1

Steel Design Report

Checking X:\Multiframe\Nave Montemayor MF\Nave Montemayor.mfd to LRFD code

jueves, 20 de enero de 2011 5:15 p.m.

Checking design member 559Members: 559Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(29.408,29.408) = 29.408

Kl/r ≤ 200, 29.408 ≤ 200 OK 85% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(29.408,29.408) = 29.408

l/r ≤ 300, 29.408 ≤ 300 OK 90% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.305 + 0.054) ≤ 1.0, 0.359 ≤ OK 64% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) > 1.0

0.693 + 8/9*(0.305 + 0.054) > 1.0, 1.012 > FAILED 1% over

Checking design member 560Members: 560Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(53.432,53.432) = 53.432

Kl/r ≤ 200, 53.432 ≤ 200 OK 73% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(53.432,53.432) = 53.432

l/r ≤ 300, 53.432 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.023 + 0.026) ≤ 1.0, 0.049 ≤ OK 95% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.419 + 8/9*(0.023 + 0.026) ≤ 1.0, 0.462 ≤ OK 54% under

Checking design member 561Members: 561Group: HSS SquareSection: HSS3x3x1/8

Page 120: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(26.716,26.716) = 26.716

Kl/r ≤ 200, 26.716 ≤ 200 OK 87% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(26.716,26.716) = 26.716

l/r ≤ 300, 26.716 ≤ 300 OK 91% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.035 + 0.004) ≤ 1.0, 0.038 ≤ OK 96% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.041 + (0.035 + 0.004) ≤ 1.0, 0.079 ≤ OK 92% under

Checking design member 562Members: 562Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(26.716,26.716) = 26.716

Kl/r ≤ 200, 26.716 ≤ 200 OK 87% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(26.716,26.716) = 26.716

l/r ≤ 300, 26.716 ≤ 300 OK 91% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.011 + 0.009) ≤ 1.0, 0.02 ≤ OK 98% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.041 + (0.011 + 0.009) ≤ 1.0, 0.061 ≤ OK 94% under

Checking design member 573Members: 573Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Page 121: Memoria de calculo nave industrial 1

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.206 + 8/9*(0.082 + 0.026) ≤ 1.0, 0.301 ≤ OK 70% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.082 + 0.026) ≤ 1.0, 0.108 ≤ OK 89% under

Checking design member 574Members: 574Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(53.432,53.432) = 53.432

Kl/r ≤ 200, 53.432 ≤ 200 OK 73% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(53.432,53.432) = 53.432

l/r ≤ 300, 53.432 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.044 + (0.022 + 0.011) ≤ 1.0, 0.077 ≤ OK 92% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.022 + 0.011) ≤ 1.0, 0.033 ≤ OK 97% under

Checking design member 575Members: 575Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.064 + 0.123) ≤ 1.0, 0.186 ≤ OK 81% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.396 + 8/9*(0.064 + 0.123) ≤ 1.0, 0.562 ≤ OK 44% under

Checking design member 576Members: 576

Page 122: Memoria de calculo nave industrial 1

Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(26.716,26.716) = 26.716

Kl/r ≤ 200, 26.716 ≤ 200 OK 87% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(26.716,26.716) = 26.716

l/r ≤ 300, 26.716 ≤ 300 OK 91% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.209 + 8/9*(0.033 + 0.013) ≤ 1.0, 0.25 ≤ OK 75% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.033 + 0.013) ≤ 1.0, 0.046 ≤ OK 95% under

Checking design member 577Members: 577Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.206 + 8/9*(0.026 + 0.054) ≤ 1.0, 0.277 ≤ OK 72% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.026 + 0.054) ≤ 1.0, 0.08 ≤ OK 92% under

Checking design member 578Members: 578Group: HSS SquareSection: HSS3x3x1/8

Page 123: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(26.716,26.716) = 26.716

Kl/r ≤ 200, 26.716 ≤ 200 OK 87% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(26.716,26.716) = 26.716

l/r ≤ 300, 26.716 ≤ 300 OK 91% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.209 + 8/9*(0.034 + 0.013) ≤ 1.0, 0.25 ≤ OK 75% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.034 + 0.013) ≤ 1.0, 0.046 ≤ OK 95% under

Checking design member 579Members: 579Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.025 + 0.032) ≤ 1.0, 0.057 ≤ OK 94% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.366 + 8/9*(0.025 + 0.032) ≤ 1.0, 0.417 ≤ OK 58% under

Checking design member 580Members: 580Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.076 + (0.021 + 0.011) ≤ 1.0, 0.109 ≤ OK 89% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.021 + 0.011) ≤ 1.0, 0.032 ≤ OK 97% under

Page 124: Memoria de calculo nave industrial 1

Checking design member 581Members: 581Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(53.432,53.432) = 53.432

Kl/r ≤ 200, 53.432 ≤ 200 OK 73% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(53.432,53.432) = 53.432

l/r ≤ 300, 53.432 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.285 + 8/9*(0.04 + 0.006) ≤ 1.0, 0.325 ≤ OK 67% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.04 + 0.006) ≤ 1.0, 0.045 ≤ OK 95% under

Checking design member 591Members: 591Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.021 + 0.05) ≤ 1.0, 0.071 ≤ OK 93% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.273 + 8/9*(0.021 + 0.05) ≤ 1.0, 0.337 ≤ OK 66% under

Checking design member 592Members: 592Group: HSS SquareSection: HSS3x3x1/8

Page 125: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(53.432,53.432) = 53.432

Kl/r ≤ 200, 53.432 ≤ 200 OK 73% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(53.432,53.432) = 53.432

l/r ≤ 300, 53.432 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.315 + 8/9*(0.066 + 0.015) ≤ 1.0, 0.387 ≤ OK 61% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.066 + 0.015) ≤ 1.0, 0.081 ≤ OK 92% under

Checking design member 594Members: 594Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(26.716,26.716) = 26.716

Kl/r ≤ 200, 26.716 ≤ 200 OK 87% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(26.716,26.716) = 26.716

l/r ≤ 300, 26.716 ≤ 300 OK 91% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.342 + 8/9*(0.048 + 0.002) ≤ 1.0, 0.387 ≤ OK 61% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.048 + 0.002) ≤ 1.0, 0.05 ≤ OK 95% under

Checking design member 595Members: 595Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Page 126: Memoria de calculo nave industrial 1

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.067 + (0.018 + 0.042) ≤ 1.0, 0.128 ≤ OK 87% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.018 + 0.042) ≤ 1.0, 0.061 ≤ OK 94% under

Checking design member 596Members: 596Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(26.716,26.716) = 26.716

Kl/r ≤ 200, 26.716 ≤ 200 OK 87% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(26.716,26.716) = 26.716

l/r ≤ 300, 26.716 ≤ 300 OK 91% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.342 + 8/9*(0.048 + 0.003) ≤ 1.0, 0.387 ≤ OK 61% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.048 + 0.003) ≤ 1.0, 0.05 ≤ OK 95% under

Checking design member 597Members: 597Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.023 + 0.011) ≤ 1.0, 0.034 ≤ OK 97% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.239 + 8/9*(0.023 + 0.011) ≤ 1.0, 0.269 ≤ OK 73% under

Checking design member 598Members: 598

Page 127: Memoria de calculo nave industrial 1

Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(53.432,53.432) = 53.432

Kl/r ≤ 200, 53.432 ≤ 200 OK 73% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(53.432,53.432) = 53.432

l/r ≤ 300, 53.432 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.061 + (0.044 + 0.022) ≤ 1.0, 0.127 ≤ OK 87% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.044 + 0.022) ≤ 1.0, 0.066 ≤ OK 93% under

Checking design member 599Members: 599Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.042 + (0.023 + 0.007) ≤ 1.0, 0.072 ≤ OK 93% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.023 + 0.007) ≤ 1.0, 0.03 ≤ OK 97% under

Checking design member 600Members: 600Group: HSS SquareSection: HSS3x3x1/8

Page 128: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(53.432,53.432) = 53.432

Kl/r ≤ 200, 53.432 ≤ 200 OK 73% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(53.432,53.432) = 53.432

l/r ≤ 300, 53.432 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.349 + 8/9*(0.045 + 0.003) ≤ 1.0, 0.392 ≤ OK 61% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.045 + 0.003) ≤ 1.0, 0.048 ≤ OK 95% under

Checking design member 601Members: 601Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.023 + 0.016) ≤ 1.0, 0.039 ≤ OK 96% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.074 + (0.023 + 0.016) ≤ 1.0, 0.114 ≤ OK 89% under

Checking design member 602Members: 602Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(53.432,53.432) = 53.432

Kl/r ≤ 200, 53.432 ≤ 200 OK 73% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(53.432,53.432) = 53.432

l/r ≤ 300, 53.432 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.014 + 0.035) ≤ 1.0, 0.049 ≤ OK 95% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.034 + (0.014 + 0.035) ≤ 1.0, 0.083 ≤ OK 92% under

Page 129: Memoria de calculo nave industrial 1

Checking design member 603Members: 603Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(26.716,26.716) = 26.716

Kl/r ≤ 200, 26.716 ≤ 200 OK 87% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(26.716,26.716) = 26.716

l/r ≤ 300, 26.716 ≤ 300 OK 91% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.337 + 8/9*(0.048 + 0.003) ≤ 1.0, 0.382 ≤ OK 62% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.048 + 0.003) ≤ 1.0, 0.051 ≤ OK 95% under

Checking design member 604Members: 604Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.032 + (0.021 + 0.01) ≤ 1.0, 0.063 ≤ OK 94% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.021 + 0.01) ≤ 1.0, 0.031 ≤ OK 97% under

Checking design member 605Members: 605Group: HSS SquareSection: HSS3x3x1/8

Page 130: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(26.716,26.716) = 26.716

Kl/r ≤ 200, 26.716 ≤ 200 OK 87% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(26.716,26.716) = 26.716

l/r ≤ 300, 26.716 ≤ 300 OK 91% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.337 + 8/9*(0.048 + 0.002) ≤ 1.0, 0.382 ≤ OK 62% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.048 + 0.002) ≤ 1.0, 0.051 ≤ OK 95% under

Checking design member 606Members: 606Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.023 + 0.007) ≤ 1.0, 0.03 ≤ OK 97% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.056 + (0.023 + 0.007) ≤ 1.0, 0.086 ≤ OK 91% under

Checking design member 607Members: 607Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(53.432,53.432) = 53.432

Page 131: Memoria de calculo nave industrial 1

Kl/r ≤ 200, 53.432 ≤ 200 OK 73% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(53.432,53.432) = 53.432

l/r ≤ 300, 53.432 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.035 + 0.036) ≤ 1.0, 0.071 ≤ OK 93% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.296 + 8/9*(0.035 + 0.036) ≤ 1.0, 0.36 ≤ OK 64% under

Checking design member 608Members: 608Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.004 + (0.023 + 0.012) ≤ 1.0, 0.039 ≤ OK 96% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.023 + 0.012) ≤ 1.0, 0.035 ≤ OK 97% under

Checking design member 609Members: 609Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(53.432,53.432) = 53.432

Kl/r ≤ 200, 53.432 ≤ 200 OK 73% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(53.432,53.432) = 53.432

l/r ≤ 300, 53.432 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.267 + 8/9*(0.038 + 0.006) ≤ 1.0, 0.306 ≤ OK 69% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.038 + 0.006) ≤ 1.0, 0.045 ≤ OK 96% under

Checking design member 610Members: 610

Page 132: Memoria de calculo nave industrial 1

Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.021 + 0.008) ≤ 1.0, 0.029 ≤ OK 97% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.006 + (0.021 + 0.008) ≤ 1.0, 0.035 ≤ OK 97% under

Checking design member 611Members: 611Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(53.432,53.432) = 53.432

Kl/r ≤ 200, 53.432 ≤ 200 OK 73% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(53.432,53.432) = 53.432

l/r ≤ 300, 53.432 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.04 + 0.045) ≤ 1.0, 0.086 ≤ OK 91% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.469 + 8/9*(0.04 + 0.045) ≤ 1.0, 0.545 ≤ OK 46% under

Checking design member 612Members: 612Group: HSS SquareSection: HSS3x3x1/8

Page 133: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(26.716,26.716) = 26.716

Kl/r ≤ 200, 26.716 ≤ 200 OK 87% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(26.716,26.716) = 26.716

l/r ≤ 300, 26.716 ≤ 300 OK 91% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.089 + (0.033 + 0.012) ≤ 1.0, 0.134 ≤ OK 87% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.033 + 0.012) ≤ 1.0, 0.045 ≤ OK 95% under

Checking design member 613Members: 613Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.021 + 0.009) ≤ 1.0, 0.031 ≤ OK 97% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.011 + (0.021 + 0.009) ≤ 1.0, 0.042 ≤ OK 96% under

Checking design member 614Members: 614Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(26.716,26.716) = 26.716

Kl/r ≤ 200, 26.716 ≤ 200 OK 87% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(26.716,26.716) = 26.716

l/r ≤ 300, 26.716 ≤ 300 OK 91% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.089 + (0.029 + 0.013) ≤ 1.0, 0.131 ≤ OK 87% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.029 + 0.013) ≤ 1.0, 0.042 ≤ OK 96% under

Page 134: Memoria de calculo nave industrial 1

Checking design member 615Members: 615Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.007 + (0.023 + 0.008) ≤ 1.0, 0.038 ≤ OK 96% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.023 + 0.008) ≤ 1.0, 0.031 ≤ OK 97% under

Checking design member 616Members: 616Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(53.432,53.432) = 53.432

Kl/r ≤ 200, 53.432 ≤ 200 OK 73% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(53.432,53.432) = 53.432

l/r ≤ 300, 53.432 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.053 + 0.031) ≤ 1.0, 0.083 ≤ OK 92% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.585 + 8/9*(0.053 + 0.031) ≤ 1.0, 0.659 ≤ OK 34% under

Checking design member 617Members: 617Group: HSS SquareSection: HSS2x2x1/8

Page 135: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.023 + 0.011) ≤ 1.0, 0.034 ≤ OK 97% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.07 + (0.023 + 0.011) ≤ 1.0, 0.104 ≤ OK 90% under

Checking design member 618Members: 618Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(53.432,53.432) = 53.432

Kl/r ≤ 200, 53.432 ≤ 200 OK 73% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(53.432,53.432) = 53.432

l/r ≤ 300, 53.432 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.008 + (0.019 + 0.013) ≤ 1.0, 0.04 ≤ OK 96% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.019 + 0.013) ≤ 1.0, 0.031 ≤ OK 97% under

Checking design member 619Members: 619Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Page 136: Memoria de calculo nave industrial 1

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.04 + (0.022 + 0.014) ≤ 1.0, 0.075 ≤ OK 92% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.022 + 0.014) ≤ 1.0, 0.036 ≤ OK 96% under

Checking design member 620Members: 620Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(53.432,53.432) = 53.432

Kl/r ≤ 200, 53.432 ≤ 200 OK 73% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(53.432,53.432) = 53.432

l/r ≤ 300, 53.432 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.055 + 0.023) ≤ 1.0, 0.077 ≤ OK 92% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.64 + 8/9*(0.055 + 0.023) ≤ 1.0, 0.708 ≤ OK 29% under

Checking design member 621Members: 621Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(24.024,24.024) = 24.024

Kl/r ≤ 200, 24.024 ≤ 200 OK 88% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(24.024,24.024) = 24.024

l/r ≤ 300, 24.024 ≤ 300 OK 92% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.266 + 0.019) ≤ 1.0, 0.285 ≤ OK 71% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.246 + 8/9*(0.266 + 0.019) ≤ 1.0, 0.499 ≤ OK 50% under

Checking design member 622Members: 622

Page 137: Memoria de calculo nave industrial 1

Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.024 + 0.023) ≤ 1.0, 0.047 ≤ OK 95% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.088 + (0.024 + 0.023) ≤ 1.0, 0.134 ≤ OK 87% under

Checking design member 623Members: 623Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.049 + (0.027 + 0.015) ≤ 1.0, 0.092 ≤ OK 91% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.027 + 0.015) ≤ 1.0, 0.043 ≤ OK 96% under

Checking design member 624Members: 624Group: HSS SquareSection: HSS3x3x1/8

Page 138: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(53.432,53.432) = 53.432

Kl/r ≤ 200, 53.432 ≤ 200 OK 73% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(53.432,53.432) = 53.432

l/r ≤ 300, 53.432 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.054 + 0.012) ≤ 1.0, 0.066 ≤ OK 93% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.634 + 8/9*(0.054 + 0.012) ≤ 1.0, 0.692 ≤ OK 31% under

Checking design member 625Members: 625Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.016 + 0.017) ≤ 1.0, 0.033 ≤ OK 97% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.316 + 8/9*(0.016 + 0.017) ≤ 1.0, 0.345 ≤ OK 65% under

Checking design member 626Members: 626Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.089 + (0.018 + 0.013) ≤ 1.0, 0.12 ≤ OK 88% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.018 + 0.013) ≤ 1.0, 0.03 ≤ OK 97% under

Page 139: Memoria de calculo nave industrial 1

Checking design member 627Members: 627Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(53.432,53.432) = 53.432

Kl/r ≤ 200, 53.432 ≤ 200 OK 73% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(53.432,53.432) = 53.432

l/r ≤ 300, 53.432 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.054 + 0.023) ≤ 1.0, 0.077 ≤ OK 92% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.56 + 8/9*(0.054 + 0.023) ≤ 1.0, 0.628 ≤ OK 37% under

Checking design member 628Members: 628Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.061 + 0.016) ≤ 1.0, 0.076 ≤ OK 92% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.356 + 8/9*(0.061 + 0.016) ≤ 1.0, 0.424 ≤ OK 58% under

Checking design member 629Members: 629Group: HSS SquareSection: HSS2x2x1/8

Page 140: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.309,58.309) = 58.309

Kl/r ≤ 200, 58.309 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.309,58.309) = 58.309

l/r ≤ 300, 58.309 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.089 + (0.063 + 0.005) ≤ 1.0, 0.158 ≤ OK 84% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.063 + 0.005) ≤ 1.0, 0.069 ≤ OK 93% under

Checking design member 631Members: 631Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(53.432,53.432) = 53.432

Kl/r ≤ 200, 53.432 ≤ 200 OK 73% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(53.432,53.432) = 53.432

l/r ≤ 300, 53.432 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.037 + 0.015) ≤ 1.0, 0.052 ≤ OK 95% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.417 + 8/9*(0.037 + 0.015) ≤ 1.0, 0.463 ≤ OK 54% under

Checking design member 632Members: 632Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(53.432,53.432) = 53.432

Page 141: Memoria de calculo nave industrial 1

Kl/r ≤ 200, 53.432 ≤ 200 OK 73% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(53.432,53.432) = 53.432

l/r ≤ 300, 53.432 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.035 + 0.027) ≤ 1.0, 0.062 ≤ OK 94% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.098 + (0.035 + 0.027) ≤ 1.0, 0.16 ≤ OK 84% under

Checking design member 633Members: 633Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(53.432,53.432) = 53.432

Kl/r ≤ 200, 53.432 ≤ 200 OK 73% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(53.432,53.432) = 53.432

l/r ≤ 300, 53.432 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.03 + (0.042 + 0.032) ≤ 1.0, 0.104 ≤ OK 90% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.042 + 0.032) ≤ 1.0, 0.073 ≤ OK 93% under

Checking design member 634Members: 634Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(27.606,27.606) = 27.606

Kl/r ≤ 200, 27.606 ≤ 200 OK 86% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(27.606,27.606) = 27.606

l/r ≤ 300, 27.606 ≤ 300 OK 91% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.259 + 0.022) ≤ 1.0, 0.281 ≤ OK 72% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.289 + 8/9*(0.259 + 0.022) ≤ 1.0, 0.538 ≤ OK 46% under

Checking design member 635Members: 635

Page 142: Memoria de calculo nave industrial 1

Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(56.922,56.922) = 56.922

Kl/r ≤ 200, 56.922 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(56.922,56.922) = 56.922

l/r ≤ 300, 56.922 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.034 + (0.071 + 0.028) ≤ 1.0, 0.133 ≤ OK 87% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.071 + 0.028) ≤ 1.0, 0.099 ≤ OK 90% under

Checking design member 637Members: 637Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(49.712,49.712) = 49.712

Kl/r ≤ 200, 49.712 ≤ 200 OK 75% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(49.712,49.712) = 49.712

l/r ≤ 300, 49.712 ≤ 300 OK 83% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.008 + 0.043) ≤ 1.0, 0.051 ≤ OK 95% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.034 + (0.008 + 0.043) ≤ 1.0, 0.085 ≤ OK 92% under

Checking design member 638Members: 638Group: HSS SquareSection: PTR 1" Cal. 14

Page 143: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(114.669,114.669) = 114.669

Kl/r ≤ 200, 114.669 ≤ 200 OK 43% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(114.669,114.669) = 114.669

l/r ≤ 300, 114.669 ≤ 300 OK 62% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.018 + (0.011 + 0.005) ≤ 1.0, 0.033 ≤ OK 97% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.011 + 0.005) ≤ 1.0, 0.016 ≤ OK 98% under

Checking design member 639Members: 639Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(52.865,52.865) = 52.865

Kl/r ≤ 200, 52.865 ≤ 200 OK 74% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(52.865,52.865) = 52.865

l/r ≤ 300, 52.865 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.045 + 0.011) ≤ 1.0, 0.056 ≤ OK 94% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.086 + (0.045 + 0.011) ≤ 1.0, 0.142 ≤ OK 86% under

Checking design member 640Members: 640Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(117.989,117.989) = 117.989

Kl/r ≤ 200, 117.989 ≤ 200 OK 41% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(117.989,117.989) = 117.989

l/r ≤ 300, 117.989 ≤ 300 OK 61% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.063 + (0.014 + 0.017) ≤ 1.0, 0.094 ≤ OK 91% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.014 + 0.017) ≤ 1.0, 0.031 ≤ OK 97% under

Page 144: Memoria de calculo nave industrial 1

Checking design member 641Members: 641Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(55.694,55.694) = 55.694

Kl/r ≤ 200, 55.694 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(55.694,55.694) = 55.694

l/r ≤ 300, 55.694 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.011 + 0.033) ≤ 1.0, 0.044 ≤ OK 96% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.014 + (0.011 + 0.033) ≤ 1.0, 0.058 ≤ OK 94% under

Checking design member 642Members: 642Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(121.056,121.056) = 121.056

Kl/r ≤ 200, 121.056 ≤ 200 OK 39% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(121.056,121.056) = 121.056

l/r ≤ 300, 121.056 ≤ 300 OK 60% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.031 + (0.012 + 0.006) ≤ 1.0, 0.049 ≤ OK 95% 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

Checking design member 643Members: 643Group: HSS SquareSection: PTR 1.5" Cal. 14

Page 145: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(59.283,59.283) = 59.283

Kl/r ≤ 200, 59.283 ≤ 200 OK 70% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(59.283,59.283) = 59.283

l/r ≤ 300, 59.283 ≤ 300 OK 80% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.022 + 0.015) ≤ 1.0, 0.037 ≤ OK 96% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.033 + (0.022 + 0.015) ≤ 1.0, 0.07 ≤ OK 93% under

Checking design member 644Members: 644Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(125.06,125.06) = 125.06

Kl/r ≤ 200, 125.06 ≤ 200 OK 37% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(125.06,125.06) = 125.06

l/r ≤ 300, 125.06 ≤ 300 OK 58% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.048 + (0.012 + 0.005) ≤ 1.0, 0.065 ≤ OK 93% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.012 + 0.005) ≤ 1.0, 0.017 ≤ OK 98% under

Checking design member 645Members: 645Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(31.297,31.297) = 31.297

Page 146: Memoria de calculo nave industrial 1

Kl/r ≤ 200, 31.297 ≤ 200 OK 84% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(31.297,31.297) = 31.297

l/r ≤ 300, 31.297 ≤ 300 OK 90% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.187 + 0.055) ≤ 1.0, 0.243 ≤ OK 76% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.378 + 8/9*(0.187 + 0.055) ≤ 1.0, 0.594 ≤ OK 41% under

Checking design member 649Members: 649Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.925,58.925) = 58.925

Kl/r ≤ 200, 58.925 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.925,58.925) = 58.925

l/r ≤ 300, 58.925 ≤ 300 OK 80% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.091 + (0.05 + 0.027) ≤ 1.0, 0.167 ≤ OK 83% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.05 + 0.027) ≤ 1.0, 0.076 ≤ OK 92% under

Checking design member 653Members: 653Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(55.213,55.213) = 55.213

Kl/r ≤ 200, 55.213 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(55.213,55.213) = 55.213

l/r ≤ 300, 55.213 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.039 + (0.035 + 0.034) ≤ 1.0, 0.108 ≤ OK 89% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.035 + 0.034) ≤ 1.0, 0.069 ≤ OK 93% under

Checking design member 655Members: 655

Page 147: Memoria de calculo nave industrial 1

Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(75.495,75.495) = 75.495

Kl/r ≤ 200, 75.495 ≤ 200 OK 62% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(75.495,75.495) = 75.495

l/r ≤ 300, 75.495 ≤ 300 OK 75% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.007 + 0.018) ≤ 1.0, 0.025 ≤ OK 97% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.062 + (0.007 + 0.018) ≤ 1.0, 0.087 ≤ OK 91% under

Checking design member 656Members: 656Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(144.42,144.42) = 144.42

Kl/r ≤ 200, 144.42 ≤ 200 OK 28% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(144.42,144.42) = 144.42

l/r ≤ 300, 144.42 ≤ 300 OK 52% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.025 + (0.015 + 0.001) ≤ 1.0, 0.041 ≤ OK 96% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.015 + 0.001) ≤ 1.0, 0.016 ≤ OK 98% under

Checking design member 657Members: 657Group: HSS SquareSection: HSS2x2x1/8

Page 148: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(61.83,61.83) = 61.83

Kl/r ≤ 200, 61.83 ≤ 200 OK 69% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(61.83,61.83) = 61.83

l/r ≤ 300, 61.83 ≤ 300 OK 79% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.041 + 0.024) ≤ 1.0, 0.065 ≤ OK 94% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.081 + (0.041 + 0.024) ≤ 1.0, 0.146 ≤ OK 85% under

Checking design member 658Members: 658Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(98.187,98.187) = 98.187

Kl/r ≤ 200, 98.187 ≤ 200 OK 51% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(98.187,98.187) = 98.187

l/r ≤ 300, 98.187 ≤ 300 OK 67% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.014 + (0.133 + 0.042) ≤ 1.0, 0.189 ≤ OK 81% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.133 + 0.042) ≤ 1.0, 0.175 ≤ OK 82% under

Checking design member 660Members: 660Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(105.2,105.2) = 105.2

Kl/r ≤ 200, 105.2 ≤ 200 OK 47% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(105.2,105.2) = 105.2

l/r ≤ 300, 105.2 ≤ 300 OK 65% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.025 + (0.174 + 0.033) ≤ 1.0, 0.232 ≤ OK 77% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.174 + 0.033) ≤ 1.0, 0.207 ≤ OK 79% under

Page 149: Memoria de calculo nave industrial 1

Checking design member 661Members: 661Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(54.571,54.571) = 54.571

Kl/r ≤ 200, 54.571 ≤ 200 OK 73% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(54.571,54.571) = 54.571

l/r ≤ 300, 54.571 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.07 + (0.053 + 0.026) ≤ 1.0, 0.15 ≤ OK 85% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.053 + 0.026) ≤ 1.0, 0.08 ≤ OK 92% under

Checking design member 671Members: 671Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(110.46,110.46) = 110.46

Kl/r ≤ 200, 110.46 ≤ 200 OK 45% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(110.46,110.46) = 110.46

l/r ≤ 300, 110.46 ≤ 300 OK 63% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.001 + (0.158 + 0.031) ≤ 1.0, 0.19 ≤ OK 81% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.158 + 0.031) ≤ 1.0, 0.19 ≤ OK 81% under

Checking design member 672Members: 672Group: HSS SquareSection: PTR 1.5" Cal. 14

Page 150: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(117.824,117.824) = 117.824

Kl/r ≤ 200, 117.824 ≤ 200 OK 41% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(117.824,117.824) = 117.824

l/r ≤ 300, 117.824 ≤ 300 OK 61% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.175 + 0.031) ≤ 1.0, 0.206 ≤ OK 79% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.175 + 0.031) ≤ 1.0, 0.206 ≤ OK 79% under

Checking design member 673Members: 673Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(55.213,55.213) = 55.213

Kl/r ≤ 200, 55.213 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(55.213,55.213) = 55.213

l/r ≤ 300, 55.213 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.019 + 0.015) ≤ 1.0, 0.035 ≤ OK 97% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.096 + (0.019 + 0.015) ≤ 1.0, 0.131 ≤ OK 87% under

Checking design member 674Members: 674Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(9.202,9.202) = 9.202

Page 151: Memoria de calculo nave industrial 1

Kl/r ≤ 200, 9.202 ≤ 200 OK 95% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(9.202,9.202) = 9.202

l/r ≤ 300, 9.202 ≤ 300 OK 97% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.002 + (0.052 + 0.027) ≤ 1.0, 0.08 ≤ OK 92% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.052 + 0.027) ≤ 1.0, 0.079 ≤ OK 92% under

Checking design member 675Members: 675Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(113.398,113.398) = 113.398

Kl/r ≤ 200, 113.398 ≤ 200 OK 43% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(113.398,113.398) = 113.398

l/r ≤ 300, 113.398 ≤ 300 OK 62% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.009 + 0.033) ≤ 1.0, 0.042 ≤ OK 96% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.047 + (0.009 + 0.033) ≤ 1.0, 0.088 ≤ OK 91% under

Checking design member 676Members: 676Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(147.28,147.28) = 147.28

Kl/r ≤ 200, 147.28 ≤ 200 OK 26% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(147.28,147.28) = 147.28

l/r ≤ 300, 147.28 ≤ 300 OK 51% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.018 + (0.259 + 0.023) ≤ 1.0, 0.3 ≤ OK 70% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.259 + 0.023) ≤ 1.0, 0.282 ≤ OK 72% under

Checking design member 677Members: 677

Page 152: Memoria de calculo nave industrial 1

Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(56.922,56.922) = 56.922

Kl/r ≤ 200, 56.922 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(56.922,56.922) = 56.922

l/r ≤ 300, 56.922 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.036 + (0.007 + 0.034) ≤ 1.0, 0.077 ≤ OK 92% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.007 + 0.034) ≤ 1.0, 0.041 ≤ OK 96% under

Checking design member 678Members: 678Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(117.423,117.423) = 117.423

Kl/r ≤ 200, 117.423 ≤ 200 OK 41% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(117.423,117.423) = 117.423

l/r ≤ 300, 117.423 ≤ 300 OK 61% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.018 + 0.013) ≤ 1.0, 0.031 ≤ OK 97% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.365 + 8/9*(0.018 + 0.013) ≤ 1.0, 0.393 ≤ OK 61% under

Checking design member 679Members: 679Group: HSS SquareSection: PTR 1" Cal. 14

Page 153: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(120.042,120.042) = 120.042

Kl/r ≤ 200, 120.042 ≤ 200 OK 40% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(120.042,120.042) = 120.042

l/r ≤ 300, 120.042 ≤ 300 OK 60% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.015 + 0.037) ≤ 1.0, 0.051 ≤ OK 95% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.09 + (0.015 + 0.037) ≤ 1.0, 0.141 ≤ OK 86% under

Checking design member 680Members: 680Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.931,58.931) = 58.931

Kl/r ≤ 200, 58.931 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.931,58.931) = 58.931

l/r ≤ 300, 58.931 ≤ 300 OK 80% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.044 + 0.062) ≤ 1.0, 0.106 ≤ OK 89% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.338 + 8/9*(0.044 + 0.062) ≤ 1.0, 0.432 ≤ OK 57% under

Checking design member 687Members: 687Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(124.222,124.222) = 124.222

Kl/r ≤ 200, 124.222 ≤ 200 OK 38% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(124.222,124.222) = 124.222

l/r ≤ 300, 124.222 ≤ 300 OK 59% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.009 + 0.039) ≤ 1.0, 0.048 ≤ OK 95% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.301 + 8/9*(0.009 + 0.039) ≤ 1.0, 0.343 ≤ OK 66% under

Page 154: Memoria de calculo nave industrial 1

Checking design member 689Members: 689Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(32.242,32.242) = 32.242

Kl/r ≤ 200, 32.242 ≤ 200 OK 84% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(32.242,32.242) = 32.242

l/r ≤ 300, 32.242 ≤ 300 OK 89% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.002 + (0.051 + 0.06) ≤ 1.0, 0.114 ≤ OK 89% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.051 + 0.06) ≤ 1.0, 0.111 ≤ OK 89% under

Checking design member 690Members: 690Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(99.424,99.424) = 99.424

Kl/r ≤ 200, 99.424 ≤ 200 OK 50% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(99.424,99.424) = 99.424

l/r ≤ 300, 99.424 ≤ 300 OK 67% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.008 + 0.024) ≤ 1.0, 0.032 ≤ OK 97% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.012 + (0.008 + 0.024) ≤ 1.0, 0.044 ≤ OK 96% under

Checking design member 691Members: 691Group: HSS SquareSection: PTR 1.5" Cal. 14

Page 155: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(105.73,105.73) = 105.73

Kl/r ≤ 200, 105.73 ≤ 200 OK 47% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(105.73,105.73) = 105.73

l/r ≤ 300, 105.73 ≤ 300 OK 65% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.007 + (0.013 + 0.011) ≤ 1.0, 0.031 ≤ OK 97% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.013 + 0.011) ≤ 1.0, 0.024 ≤ OK 98% under

Checking design member 692Members: 692Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(61.83,61.83) = 61.83

Kl/r ≤ 200, 61.83 ≤ 200 OK 69% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(61.83,61.83) = 61.83

l/r ≤ 300, 61.83 ≤ 300 OK 79% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.017 + 0.037) ≤ 1.0, 0.054 ≤ OK 95% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.069 + (0.017 + 0.037) ≤ 1.0, 0.123 ≤ OK 88% under

Checking design member 704Members: 704Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(139.83,139.83) = 139.83

Page 156: Memoria de calculo nave industrial 1

Kl/r ≤ 200, 139.83 ≤ 200 OK 30% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(139.83,139.83) = 139.83

l/r ≤ 300, 139.83 ≤ 300 OK 53% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.015 + 0.005) ≤ 1.0, 0.019 ≤ OK 98% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.089 + (0.015 + 0.005) ≤ 1.0, 0.108 ≤ OK 89% under

Checking design member 705Members: 705Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(111.388,111.388) = 111.388

Kl/r ≤ 200, 111.388 ≤ 200 OK 44% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(111.388,111.388) = 111.388

l/r ≤ 300, 111.388 ≤ 300 OK 63% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.019 + (0.011 + 0.014) ≤ 1.0, 0.044 ≤ OK 96% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.011 + 0.014) ≤ 1.0, 0.025 ≤ OK 98% under

Checking design member 706Members: 706Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(75.495,75.495) = 75.495

Kl/r ≤ 200, 75.495 ≤ 200 OK 62% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(75.495,75.495) = 75.495

l/r ≤ 300, 75.495 ≤ 300 OK 75% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.016 + 0.023) ≤ 1.0, 0.04 ≤ OK 96% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.013 + (0.016 + 0.023) ≤ 1.0, 0.052 ≤ OK 95% under

Checking design member 707Members: 707

Page 157: Memoria de calculo nave industrial 1

Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(6.758,6.758) = 6.758

Kl/r ≤ 200, 6.758 ≤ 200 OK 97% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(6.758,6.758) = 6.758

l/r ≤ 300, 6.758 ≤ 300 OK 98% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.008 + (0.009 + 0.063) ≤ 1.0, 0.08 ≤ OK 92% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.009 + 0.063) ≤ 1.0, 0.072 ≤ OK 93% under

Checking design member 712Members: 712Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(54.571,54.571) = 54.571

Kl/r ≤ 200, 54.571 ≤ 200 OK 73% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(54.571,54.571) = 54.571

l/r ≤ 300, 54.571 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.007 + 0.018) ≤ 1.0, 0.025 ≤ OK 98% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.057 + (0.007 + 0.018) ≤ 1.0, 0.082 ≤ OK 92% under

Checking design member 716Members: 716Group: HSS SquareSection: PTR 1.5" Cal. 14

Page 158: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(118.566,118.566) = 118.566

Kl/r ≤ 200, 118.566 ≤ 200 OK 41% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(118.566,118.566) = 118.566

l/r ≤ 300, 118.566 ≤ 300 OK 60% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.027 + (0.011 + 0.004) ≤ 1.0, 0.041 ≤ OK 96% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.011 + 0.004) ≤ 1.0, 0.014 ≤ OK 99% under

Checking design member 717Members: 717Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(49.256,49.256) = 49.256

Kl/r ≤ 200, 49.256 ≤ 200 OK 75% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(49.256,49.256) = 49.256

l/r ≤ 300, 49.256 ≤ 300 OK 84% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.017 + 0.057) ≤ 1.0, 0.074 ≤ OK 93% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.034 + (0.017 + 0.057) ≤ 1.0, 0.108 ≤ OK 89% under

Checking design member 718Members: 718Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(7.011,7.011) = 7.011

Kl/r ≤ 200, 7.011 ≤ 200 OK 96% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(7.011,7.011) = 7.011

l/r ≤ 300, 7.011 ≤ 300 OK 98% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.009 + (0.004 + 0.007) ≤ 1.0, 0.021 ≤ OK 98% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.004 + 0.007) ≤ 1.0, 0.011 ≤ OK 99% under

Page 159: Memoria de calculo nave industrial 1

Checking design member 720Members: 720Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(115.958,115.958) = 115.958

Kl/r ≤ 200, 115.958 ≤ 200 OK 42% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(115.958,115.958) = 115.958

l/r ≤ 300, 115.958 ≤ 300 OK 61% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.009 + (0.01 + 0.019) ≤ 1.0, 0.037 ≤ OK 96% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.01 + 0.019) ≤ 1.0, 0.029 ≤ OK 97% under

Checking design member 721Members: 721Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(118.557,118.557) = 118.557

Kl/r ≤ 200, 118.557 ≤ 200 OK 41% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(118.557,118.557) = 118.557

l/r ≤ 300, 118.557 ≤ 300 OK 60% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.055 + (0.029 + 0.024) ≤ 1.0, 0.108 ≤ OK 89% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.029 + 0.024) ≤ 1.0, 0.053 ≤ OK 95% under

Checking design member 722Members: 722Group: HSS SquareSection: HSS3x3x1/8

Page 160: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(18.404,18.404) = 18.404

Kl/r ≤ 200, 18.404 ≤ 200 OK 91% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(18.404,18.404) = 18.404

l/r ≤ 300, 18.404 ≤ 300 OK 94% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.039 + 0.043) ≤ 1.0, 0.082 ≤ OK 92% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.038 + (0.039 + 0.043) ≤ 1.0, 0.12 ≤ OK 88% under

Checking design member 723Members: 723Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(122.079,122.079) = 122.079

Kl/r ≤ 200, 122.079 ≤ 200 OK 39% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(122.079,122.079) = 122.079

l/r ≤ 300, 122.079 ≤ 300 OK 59% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.02 + (0.018 + 0.015) ≤ 1.0, 0.053 ≤ OK 95% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.018 + 0.015) ≤ 1.0, 0.033 ≤ OK 97% under

Checking design member 724Members: 724Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(56.922,56.922) = 56.922

Page 161: Memoria de calculo nave industrial 1

Kl/r ≤ 200, 56.922 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(56.922,56.922) = 56.922

l/r ≤ 300, 56.922 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.036 + (0.029 + 0.072) ≤ 1.0, 0.136 ≤ OK 86% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.029 + 0.072) ≤ 1.0, 0.101 ≤ OK 90% under

Checking design member 725Members: 725Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(58.928,58.928) = 58.928

Kl/r ≤ 200, 58.928 ≤ 200 OK 71% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(58.928,58.928) = 58.928

l/r ≤ 300, 58.928 ≤ 300 OK 80% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.086 + (0.018 + 0.021) ≤ 1.0, 0.125 ≤ OK 87% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.018 + 0.021) ≤ 1.0, 0.039 ≤ OK 96% under

Checking design member 729Members: 729Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(98.187,98.187) = 98.187

Kl/r ≤ 200, 98.187 ≤ 200 OK 51% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(98.187,98.187) = 98.187

l/r ≤ 300, 98.187 ≤ 300 OK 67% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.003 + (0.174 + 0.028) ≤ 1.0, 0.204 ≤ OK 80% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.174 + 0.028) ≤ 1.0, 0.201 ≤ OK 80% under

Checking design member 730Members: 730

Page 162: Memoria de calculo nave industrial 1

Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(125.902,125.902) = 125.902

Kl/r ≤ 200, 125.902 ≤ 200 OK 37% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(125.902,125.902) = 125.902

l/r ≤ 300, 125.902 ≤ 300 OK 58% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.036 + (0.009 + 0.03) ≤ 1.0, 0.075 ≤ OK 93% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.009 + 0.03) ≤ 1.0, 0.039 ≤ OK 96% under

Checking design member 731Members: 731Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(5.957,5.957) = 5.957

Kl/r ≤ 200, 5.957 ≤ 200 OK 97% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(5.957,5.957) = 5.957

l/r ≤ 300, 5.957 ≤ 300 OK 98% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.002 + 0.06) ≤ 1.0, 0.061 ≤ OK 94% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.032 + (0.002 + 0.06) ≤ 1.0, 0.094 ≤ OK 91% under

Checking design member 732Members: 732Group: HSS SquareSection: PTR 1.5" Cal. 14

Page 163: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(105.2,105.2) = 105.2

Kl/r ≤ 200, 105.2 ≤ 200 OK 47% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(105.2,105.2) = 105.2

l/r ≤ 300, 105.2 ≤ 300 OK 65% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.325 + 0.033) ≤ 1.0, 0.359 ≤ OK 64% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.07 + (0.325 + 0.033) ≤ 1.0, 0.429 ≤ OK 57% under

Checking design member 744Members: 744Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(110.46,110.46) = 110.46

Kl/r ≤ 200, 110.46 ≤ 200 OK 45% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(110.46,110.46) = 110.46

l/r ≤ 300, 110.46 ≤ 300 OK 63% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.247 + 0.039) ≤ 1.0, 0.285 ≤ OK 71% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.06 + (0.247 + 0.039) ≤ 1.0, 0.345 ≤ OK 66% under

Checking design member 745Members: 745Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(36.809,36.809) = 36.809

Kl/r ≤ 200, 36.809 ≤ 200 OK 82% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(36.809,36.809) = 36.809

l/r ≤ 300, 36.809 ≤ 300 OK 88% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.061 + 0.042) ≤ 1.0, 0.103 ≤ OK 90% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.038 + (0.061 + 0.042) ≤ 1.0, 0.14 ≤ OK 86% under

Page 164: Memoria de calculo nave industrial 1

Checking design member 747Members: 747Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(61.83,61.83) = 61.83

Kl/r ≤ 200, 61.83 ≤ 200 OK 69% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(61.83,61.83) = 61.83

l/r ≤ 300, 61.83 ≤ 300 OK 79% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.027 + 0.049) ≤ 1.0, 0.076 ≤ OK 92% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.07 + (0.027 + 0.049) ≤ 1.0, 0.146 ≤ OK 85% under

Checking design member 748Members: 748Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(112.145,112.145) = 112.145

Kl/r ≤ 200, 112.145 ≤ 200 OK 44% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(112.145,112.145) = 112.145

l/r ≤ 300, 112.145 ≤ 300 OK 63% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.055 + 0.086) ≤ 1.0, 0.141 ≤ OK 86% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.021 + (0.055 + 0.086) ≤ 1.0, 0.162 ≤ OK 84% under

Checking design member 752Members: 752Group: HSS SquareSection: PTR 1.5" Cal. 14

Page 165: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(117.388,117.388) = 117.388

Kl/r ≤ 200, 117.388 ≤ 200 OK 41% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(117.388,117.388) = 117.388

l/r ≤ 300, 117.388 ≤ 300 OK 61% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.199 + 0.072) ≤ 1.0, 0.271 ≤ OK 73% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.231 + 8/9*(0.199 + 0.072) ≤ 1.0, 0.472 ≤ OK 53% under

Checking design member 753Members: 753Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(116.861,116.861) = 116.861

Kl/r ≤ 200, 116.861 ≤ 200 OK 42% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(116.861,116.861) = 116.861

l/r ≤ 300, 116.861 ≤ 300 OK 61% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.226 + 0.012) ≤ 1.0, 0.238 ≤ OK 76% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.314 + 8/9*(0.226 + 0.012) ≤ 1.0, 0.525 ≤ OK 47% under

Checking design member 754Members: 754Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(55.213,55.213) = 55.213

Page 166: Memoria de calculo nave industrial 1

Kl/r ≤ 200, 55.213 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(55.213,55.213) = 55.213

l/r ≤ 300, 55.213 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.013 + (0.011 + 0.066) ≤ 1.0, 0.089 ≤ OK 91% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.011 + 0.066) ≤ 1.0, 0.077 ≤ OK 92% under

Checking design member 756Members: 756Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(119.036,119.036) = 119.036

Kl/r ≤ 200, 119.036 ≤ 200 OK 40% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(119.036,119.036) = 119.036

l/r ≤ 300, 119.036 ≤ 300 OK 60% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.097 + 0.033) ≤ 1.0, 0.13 ≤ OK 87% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.057 + (0.097 + 0.033) ≤ 1.0, 0.188 ≤ OK 81% under

Checking design member 761Members: 761Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(99.424,99.424) = 99.424

Kl/r ≤ 200, 99.424 ≤ 200 OK 50% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(99.424,99.424) = 99.424

l/r ≤ 300, 99.424 ≤ 300 OK 67% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.002 + (0.013 + 0.032) ≤ 1.0, 0.047 ≤ OK 95% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.013 + 0.032) ≤ 1.0, 0.045 ≤ OK 95% under

Checking design member 766Members: 766

Page 167: Memoria de calculo nave industrial 1

Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(56.922,56.922) = 56.922

Kl/r ≤ 200, 56.922 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(56.922,56.922) = 56.922

l/r ≤ 300, 56.922 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.035 + (0.022 + 0.084) ≤ 1.0, 0.141 ≤ OK 86% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.022 + 0.084) ≤ 1.0, 0.106 ≤ OK 89% under

Checking design member 767Members: 767Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(27.606,27.606) = 27.606

Kl/r ≤ 200, 27.606 ≤ 200 OK 86% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(27.606,27.606) = 27.606

l/r ≤ 300, 27.606 ≤ 300 OK 91% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.033 + 0.031) ≤ 1.0, 0.064 ≤ OK 94% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.091 + (0.033 + 0.031) ≤ 1.0, 0.155 ≤ OK 84% under

Checking design member 768Members: 768Group: HSS SquareSection: PTR 1" Cal. 14

Page 168: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(123.39,123.39) = 123.39

Kl/r ≤ 200, 123.39 ≤ 200 OK 38% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(123.39,123.39) = 123.39

l/r ≤ 300, 123.39 ≤ 300 OK 59% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.027 + 0.047) ≤ 1.0, 0.074 ≤ OK 93% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.218 + 8/9*(0.027 + 0.047) ≤ 1.0, 0.284 ≤ OK 72% under

Checking design member 770Members: 770Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(105.73,105.73) = 105.73

Kl/r ≤ 200, 105.73 ≤ 200 OK 47% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(105.73,105.73) = 105.73

l/r ≤ 300, 105.73 ≤ 300 OK 65% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.055 + (0.02 + 0.027) ≤ 1.0, 0.102 ≤ OK 90% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.02 + 0.027) ≤ 1.0, 0.047 ≤ OK 95% under

Checking design member 771Members: 771Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(38.839,38.839) = 38.839

Kl/r ≤ 200, 38.839 ≤ 200 OK 81% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(38.839,38.839) = 38.839

l/r ≤ 300, 38.839 ≤ 300 OK 87% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.003 + (0.242 + 0.046) ≤ 1.0, 0.29 ≤ OK 71% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.242 + 0.046) ≤ 1.0, 0.287 ≤ OK 71% under

Page 169: Memoria de calculo nave industrial 1

Checking design member 797Members: 797Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(111.388,111.388) = 111.388

Kl/r ≤ 200, 111.388 ≤ 200 OK 44% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(111.388,111.388) = 111.388

l/r ≤ 300, 111.388 ≤ 300 OK 63% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.037 + (0.012 + 0.006) ≤ 1.0, 0.055 ≤ OK 94% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.012 + 0.006) ≤ 1.0, 0.018 ≤ OK 98% under

Checking design member 798Members: 798Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(117.264,117.264) = 117.264

Kl/r ≤ 200, 117.264 ≤ 200 OK 41% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(117.264,117.264) = 117.264

l/r ≤ 300, 117.264 ≤ 300 OK 61% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.061 + 0.066) ≤ 1.0, 0.127 ≤ OK 87% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.022 + (0.061 + 0.066) ≤ 1.0, 0.149 ≤ OK 85% under

Checking design member 799Members: 799Group: HSS SquareSection: PTR 1.5" Cal. 14

Page 170: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(24.812,24.812) = 24.812

Kl/r ≤ 200, 24.812 ≤ 200 OK 88% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(24.812,24.812) = 24.812

l/r ≤ 300, 24.812 ≤ 300 OK 92% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.446 + 0.114) ≤ 1.0, 0.56 ≤ OK 44% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.1 + (0.446 + 0.114) ≤ 1.0, 0.66 ≤ OK 34% under

Checking design member 800Members: 800Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(7.167,7.167) = 7.167

Kl/r ≤ 200, 7.167 ≤ 200 OK 96% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(7.167,7.167) = 7.167

l/r ≤ 300, 7.167 ≤ 300 OK 98% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.046 + (0.011 + 0.089) ≤ 1.0, 0.146 ≤ OK 85% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.011 + 0.089) ≤ 1.0, 0.1 ≤ OK 90% under

Checking design member 801Members: 801Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(108.682,108.682) = 108.682

Page 171: Memoria de calculo nave industrial 1

Kl/r ≤ 200, 108.682 ≤ 200 OK 46% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(108.682,108.682) = 108.682

l/r ≤ 300, 108.682 ≤ 300 OK 64% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.054 + 0.043) ≤ 1.0, 0.097 ≤ OK 90% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.044 + (0.054 + 0.043) ≤ 1.0, 0.142 ≤ OK 86% under

Checking design member 837Members: 837Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(12.501,12.501) = 12.501

Kl/r ≤ 200, 12.501 ≤ 200 OK 94% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(12.501,12.501) = 12.501

l/r ≤ 300, 12.501 ≤ 300 OK 96% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.031 + 0.03) ≤ 1.0, 0.061 ≤ OK 94% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.087 + (0.031 + 0.03) ≤ 1.0, 0.148 ≤ OK 85% under

Checking design member 838Members: 838Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(14.292,14.292) = 14.292

Kl/r ≤ 200, 14.292 ≤ 200 OK 93% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(14.292,14.292) = 14.292

l/r ≤ 300, 14.292 ≤ 300 OK 95% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.302 + 0.073) ≤ 1.0, 0.375 ≤ OK 62% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.04 + (0.302 + 0.073) ≤ 1.0, 0.416 ≤ OK 58% under

Checking design member 840Members: 840

Page 172: Memoria de calculo nave industrial 1

Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(56.43,56.43) = 56.43

Kl/r ≤ 200, 56.43 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(56.43,56.43) = 56.43

l/r ≤ 300, 56.43 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.041 + 0.035) ≤ 1.0, 0.076 ≤ OK 92% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.022 + (0.041 + 0.035) ≤ 1.0, 0.098 ≤ OK 90% under

Checking design member 862Members: 862Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(1.083,1.083) = 1.083

Kl/r ≤ 200, 1.083 ≤ 200 OK 99% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(1.083,1.083) = 1.083

l/r ≤ 300, 1.083 ≤ 300 OK 100% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.012 + 0.028) ≤ 1.0, 0.04 ≤ OK 96% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.081 + (0.012 + 0.028) ≤ 1.0, 0.121 ≤ OK 88% under

Checking design member 868Members: 868Group: HSS SquareSection: PTR 1.5" Cal. 14

Page 173: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(0.436,0.436) = 0.436

Kl/r ≤ 200, 0.436 ≤ 200 OK 100% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(0.436,0.436) = 0.436

l/r ≤ 300, 0.436 ≤ 300 OK 100% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.119 + 0.067) ≤ 1.0, 0.186 ≤ OK 81% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.061 + (0.119 + 0.067) ≤ 1.0, 0.247 ≤ OK 75% under

Checking design member 873Members: 873Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(61.83,61.83) = 61.83

Kl/r ≤ 200, 61.83 ≤ 200 OK 69% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(61.83,61.83) = 61.83

l/r ≤ 300, 61.83 ≤ 300 OK 79% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.017 + 0.078) ≤ 1.0, 0.095 ≤ OK 90% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.067 + (0.017 + 0.078) ≤ 1.0, 0.163 ≤ OK 84% under

Checking design member 874Members: 874Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(118.566,118.566) = 118.566

Kl/r ≤ 200, 118.566 ≤ 200 OK 41% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(118.566,118.566) = 118.566

l/r ≤ 300, 118.566 ≤ 300 OK 60% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.06 + (0.012 + 0.021) ≤ 1.0, 0.092 ≤ OK 91% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.012 + 0.021) ≤ 1.0, 0.032 ≤ OK 97% under

Page 174: Memoria de calculo nave industrial 1

Checking design member 875Members: 875Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(119.129,119.129) = 119.129

Kl/r ≤ 200, 119.129 ≤ 200 OK 40% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(119.129,119.129) = 119.129

l/r ≤ 300, 119.129 ≤ 300 OK 60% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.025 + (0.166 + 0.093) ≤ 1.0, 0.284 ≤ OK 72% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.166 + 0.093) ≤ 1.0, 0.259 ≤ OK 74% under

Checking design member 876Members: 876Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(14.022,14.022) = 14.022

Kl/r ≤ 200, 14.022 ≤ 200 OK 93% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(14.022,14.022) = 14.022

l/r ≤ 300, 14.022 ≤ 300 OK 95% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.031 + 0.032) ≤ 1.0, 0.063 ≤ OK 94% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.08 + (0.031 + 0.032) ≤ 1.0, 0.143 ≤ OK 86% under

Checking design member 877Members: 877Group: HSS SquareSection: PTR 1" Cal. 14

Page 175: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(123.11,123.11) = 123.11

Kl/r ≤ 200, 123.11 ≤ 200 OK 38% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(123.11,123.11) = 123.11

l/r ≤ 300, 123.11 ≤ 300 OK 59% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.092 + 0.033) ≤ 1.0, 0.125 ≤ OK 88% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.033 + (0.092 + 0.033) ≤ 1.0, 0.158 ≤ OK 84% under

Checking design member 882Members: 882Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(48.046,48.046) = 48.046

Kl/r ≤ 200, 48.046 ≤ 200 OK 76% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(48.046,48.046) = 48.046

l/r ≤ 300, 48.046 ≤ 300 OK 84% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.043 + (0.017 + 0.083) ≤ 1.0, 0.143 ≤ OK 86% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.017 + 0.083) ≤ 1.0, 0.1 ≤ OK 90% under

Checking design member 890Members: 890Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(59.348,59.348) = 59.348

Page 176: Memoria de calculo nave industrial 1

Kl/r ≤ 200, 59.348 ≤ 200 OK 70% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(59.348,59.348) = 59.348

l/r ≤ 300, 59.348 ≤ 300 OK 80% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.003 + (0.237 + 0.031) ≤ 1.0, 0.271 ≤ OK 73% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.237 + 0.031) ≤ 1.0, 0.268 ≤ OK 73% under

Checking design member 891Members: 891Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(126.749,126.749) = 126.749

Kl/r ≤ 200, 126.749 ≤ 200 OK 37% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(126.749,126.749) = 126.749

l/r ≤ 300, 126.749 ≤ 300 OK 58% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.011 + 0.065) ≤ 1.0, 0.076 ≤ OK 92% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.004 + (0.011 + 0.065) ≤ 1.0, 0.08 ≤ OK 92% under

Checking design member 892Members: 892Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(56.922,56.922) = 56.922

Kl/r ≤ 200, 56.922 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(56.922,56.922) = 56.922

l/r ≤ 300, 56.922 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.03 + (0.02 + 0.036) ≤ 1.0, 0.085 ≤ OK 92% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.02 + 0.036) ≤ 1.0, 0.055 ≤ OK 94% under

Checking design member 893Members: 893

Page 177: Memoria de calculo nave industrial 1

Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(110.911,110.911) = 110.911

Kl/r ≤ 200, 110.911 ≤ 200 OK 45% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(110.911,110.911) = 110.911

l/r ≤ 300, 110.911 ≤ 300 OK 63% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.007 + (0.024 + 0.006) ≤ 1.0, 0.037 ≤ OK 96% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.024 + 0.006) ≤ 1.0, 0.03 ≤ OK 97% under

Checking design member 894Members: 894Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(49.712,49.712) = 49.712

Kl/r ≤ 200, 49.712 ≤ 200 OK 75% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(49.712,49.712) = 49.712

l/r ≤ 300, 49.712 ≤ 300 OK 83% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.065 + 0.059) ≤ 1.0, 0.124 ≤ OK 88% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.007 + (0.065 + 0.059) ≤ 1.0, 0.131 ≤ OK 87% under

Checking design member 895Members: 895Group: HSS SquareSection: HSS3x3x1/8

Page 178: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(36.809,36.809) = 36.809

Kl/r ≤ 200, 36.809 ≤ 200 OK 82% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(36.809,36.809) = 36.809

l/r ≤ 300, 36.809 ≤ 300 OK 88% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.071 + 0.054) ≤ 1.0, 0.124 ≤ OK 88% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.27 + 8/9*(0.071 + 0.054) ≤ 1.0, 0.381 ≤ OK 62% under

Checking design member 907Members: 907Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(80.388,80.388) = 80.388

Kl/r ≤ 200, 80.388 ≤ 200 OK 60% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(80.388,80.388) = 80.388

l/r ≤ 300, 80.388 ≤ 300 OK 73% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.376 + 0.129) ≤ 1.0, 0.505 ≤ OK 50% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.262 + 8/9*(0.376 + 0.129) ≤ 1.0, 0.711 ≤ OK 29% under

Checking design member 909Members: 909Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(96.168,96.168) = 96.168

Kl/r ≤ 200, 96.168 ≤ 200 OK 52% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(96.168,96.168) = 96.168

l/r ≤ 300, 96.168 ≤ 300 OK 68% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.194 + 0.07) ≤ 1.0, 0.265 ≤ OK 74% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.062 + (0.194 + 0.07) ≤ 1.0, 0.326 ≤ OK 67% under

Page 179: Memoria de calculo nave industrial 1

Checking design member 910Members: 910Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(116.301,116.301) = 116.301

Kl/r ≤ 200, 116.301 ≤ 200 OK 42% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(116.301,116.301) = 116.301

l/r ≤ 300, 116.301 ≤ 300 OK 61% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.121 + 0.035) ≤ 1.0, 0.156 ≤ OK 84% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.066 + (0.121 + 0.035) ≤ 1.0, 0.222 ≤ OK 78% under

Checking design member 911Members: 911Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(12.448,12.448) = 12.448

Kl/r ≤ 200, 12.448 ≤ 200 OK 94% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(12.448,12.448) = 12.448

l/r ≤ 300, 12.448 ≤ 300 OK 96% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.071 + (0.024 + 0.039) ≤ 1.0, 0.133 ≤ OK 87% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.024 + 0.039) ≤ 1.0, 0.063 ≤ OK 94% under

Checking design member 912Members: 912Group: HSS SquareSection: PTR 1.5" Cal. 14

Page 180: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(117.824,117.824) = 117.824

Kl/r ≤ 200, 117.824 ≤ 200 OK 41% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(117.824,117.824) = 117.824

l/r ≤ 300, 117.824 ≤ 300 OK 61% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.211 + 0.072) ≤ 1.0, 0.283 ≤ OK 72% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.326 + 8/9*(0.211 + 0.072) ≤ 1.0, 0.577 ≤ OK 42% under

Checking design member 915Members: 915Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(61.83,61.83) = 61.83

Kl/r ≤ 200, 61.83 ≤ 200 OK 69% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(61.83,61.83) = 61.83

l/r ≤ 300, 61.83 ≤ 300 OK 79% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.014 + 0.05) ≤ 1.0, 0.064 ≤ OK 94% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.056 + (0.014 + 0.05) ≤ 1.0, 0.12 ≤ OK 88% under

Checking design member 917Members: 917Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(118.038,118.038) = 118.038

Page 181: Memoria de calculo nave industrial 1

Kl/r ≤ 200, 118.038 ≤ 200 OK 41% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(118.038,118.038) = 118.038

l/r ≤ 300, 118.038 ≤ 300 OK 61% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.011 + (0.029 + 0.005) ≤ 1.0, 0.045 ≤ OK 95% 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

Checking design member 918Members: 918Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(18.404,18.404) = 18.404

Kl/r ≤ 200, 18.404 ≤ 200 OK 91% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(18.404,18.404) = 18.404

l/r ≤ 300, 18.404 ≤ 300 OK 94% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.06 + 0.054) ≤ 1.0, 0.114 ≤ OK 89% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.255 + 8/9*(0.06 + 0.054) ≤ 1.0, 0.356 ≤ OK 64% under

Checking design member 923Members: 923Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(105.73,105.73) = 105.73

Kl/r ≤ 200, 105.73 ≤ 200 OK 47% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(105.73,105.73) = 105.73

l/r ≤ 300, 105.73 ≤ 300 OK 65% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.076 + (0.016 + 0.019) ≤ 1.0, 0.11 ≤ OK 89% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.016 + 0.019) ≤ 1.0, 0.034 ≤ OK 97% under

Checking design member 924Members: 924

Page 182: Memoria de calculo nave industrial 1

Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(42.765,42.765) = 42.765

Kl/r ≤ 200, 42.765 ≤ 200 OK 79% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(42.765,42.765) = 42.765

l/r ≤ 300, 42.765 ≤ 300 OK 86% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.07 + (0.022 + 0.029) ≤ 1.0, 0.121 ≤ OK 88% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.022 + 0.029) ≤ 1.0, 0.051 ≤ OK 95% under

Checking design member 925Members: 925Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(13.899,13.899) = 13.899

Kl/r ≤ 200, 13.899 ≤ 200 OK 93% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(13.899,13.899) = 13.899

l/r ≤ 300, 13.899 ≤ 300 OK 95% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.048 + 0.029) ≤ 1.0, 0.077 ≤ OK 92% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.326 + 8/9*(0.048 + 0.029) ≤ 1.0, 0.395 ≤ OK 61% under

Checking design member 926Members: 926Group: HSS SquareSection: PTR 1" Cal. 14

Page 183: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(122.562,122.562) = 122.562

Kl/r ≤ 200, 122.562 ≤ 200 OK 39% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(122.562,122.562) = 122.562

l/r ≤ 300, 122.562 ≤ 300 OK 59% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.002 + (0.006 + 0.033) ≤ 1.0, 0.041 ≤ OK 96% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.006 + 0.033) ≤ 1.0, 0.039 ≤ OK 96% under

Checking design member 927Members: 927Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(56.922,56.922) = 56.922

Kl/r ≤ 200, 56.922 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(56.922,56.922) = 56.922

l/r ≤ 300, 56.922 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.021 + (0.009 + 0.027) ≤ 1.0, 0.056 ≤ OK 94% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.009 + 0.027) ≤ 1.0, 0.036 ≤ OK 96% under

Checking design member 940Members: 940Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(111.388,111.388) = 111.388

Kl/r ≤ 200, 111.388 ≤ 200 OK 44% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(111.388,111.388) = 111.388

l/r ≤ 300, 111.388 ≤ 300 OK 63% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.028 + (0.009 + 0.007) ≤ 1.0, 0.043 ≤ OK 96% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.009 + 0.007) ≤ 1.0, 0.015 ≤ OK 98% under

Page 184: Memoria de calculo nave industrial 1

Checking design member 946Members: 946Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(20.279,20.279) = 20.279

Kl/r ≤ 200, 20.279 ≤ 200 OK 90% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(20.279,20.279) = 20.279

l/r ≤ 300, 20.279 ≤ 300 OK 93% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.04 + 0.024) ≤ 1.0, 0.065 ≤ OK 94% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.325 + 8/9*(0.04 + 0.024) ≤ 1.0, 0.382 ≤ OK 62% under

Checking design member 947Members: 947Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(119.703,119.703) = 119.703

Kl/r ≤ 200, 119.703 ≤ 200 OK 40% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(119.703,119.703) = 119.703

l/r ≤ 300, 119.703 ≤ 300 OK 60% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.011 + (0.111 + 0.023) ≤ 1.0, 0.144 ≤ OK 86% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.111 + 0.023) ≤ 1.0, 0.134 ≤ OK 87% under

Checking design member 954Members: 954Group: HSS SquareSection: PTR 1.5" Cal. 14

Page 185: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(118.566,118.566) = 118.566

Kl/r ≤ 200, 118.566 ≤ 200 OK 41% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(118.566,118.566) = 118.566

l/r ≤ 300, 118.566 ≤ 300 OK 60% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.058 + (0.012 + 0.026) ≤ 1.0, 0.097 ≤ OK 90% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.012 + 0.026) ≤ 1.0, 0.038 ≤ OK 96% under

Checking design member 955Members: 955Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(124.149,124.149) = 124.149

Kl/r ≤ 200, 124.149 ≤ 200 OK 38% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(124.149,124.149) = 124.149

l/r ≤ 300, 124.149 ≤ 300 OK 59% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.032 + 0.04) ≤ 1.0, 0.072 ≤ OK 93% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.078 + (0.032 + 0.04) ≤ 1.0, 0.149 ≤ OK 85% under

Checking design member 956Members: 956Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(11.832,11.832) = 11.832

Page 186: Memoria de calculo nave industrial 1

Kl/r ≤ 200, 11.832 ≤ 200 OK 94% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(11.832,11.832) = 11.832

l/r ≤ 300, 11.832 ≤ 300 OK 96% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.063 + 0.024) ≤ 1.0, 0.086 ≤ OK 91% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.318 + 8/9*(0.063 + 0.024) ≤ 1.0, 0.395 ≤ OK 60% under

Checking design member 957Members: 957Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(61.83,61.83) = 61.83

Kl/r ≤ 200, 61.83 ≤ 200 OK 69% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(61.83,61.83) = 61.83

l/r ≤ 300, 61.83 ≤ 300 OK 79% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.015 + 0.026) ≤ 1.0, 0.042 ≤ OK 96% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.039 + (0.015 + 0.026) ≤ 1.0, 0.081 ≤ OK 92% under

Checking design member 962Members: 962Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(105.2,105.2) = 105.2

Kl/r ≤ 200, 105.2 ≤ 200 OK 47% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(105.2,105.2) = 105.2

l/r ≤ 300, 105.2 ≤ 300 OK 65% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.361 + 0.04) ≤ 1.0, 0.402 ≤ OK 60% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.399 + 8/9*(0.361 + 0.04) ≤ 1.0, 0.756 ≤ OK 24% under

Checking design member 964Members: 964

Page 187: Memoria de calculo nave industrial 1

Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(9.202,9.202) = 9.202

Kl/r ≤ 200, 9.202 ≤ 200 OK 95% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(9.202,9.202) = 9.202

l/r ≤ 300, 9.202 ≤ 300 OK 97% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.021 + 0.026) ≤ 1.0, 0.047 ≤ OK 95% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.32 + 8/9*(0.021 + 0.026) ≤ 1.0, 0.362 ≤ OK 64% under

Checking design member 965Members: 965Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(55.213,55.213) = 55.213

Kl/r ≤ 200, 55.213 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(55.213,55.213) = 55.213

l/r ≤ 300, 55.213 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.089 + (0.028 + 0.021) ≤ 1.0, 0.139 ≤ OK 86% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.028 + 0.021) ≤ 1.0, 0.05 ≤ OK 95% under

Checking design member 966Members: 966Group: HSS SquareSection: PTR 1" Cal. 14

Page 188: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(127.601,127.601) = 127.601

Kl/r ≤ 200, 127.601 ≤ 200 OK 36% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(127.601,127.601) = 127.601

l/r ≤ 300, 127.601 ≤ 300 OK 57% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.011 + 0.014) ≤ 1.0, 0.025 ≤ OK 98% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.049 + (0.011 + 0.014) ≤ 1.0, 0.074 ≤ OK 93% under

Checking design member 969Members: 969Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(54.568,54.568) = 54.568

Kl/r ≤ 200, 54.568 ≤ 200 OK 73% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(54.568,54.568) = 54.568

l/r ≤ 300, 54.568 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.041 + 0.032) ≤ 1.0, 0.074 ≤ OK 93% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.391 + 8/9*(0.041 + 0.032) ≤ 1.0, 0.457 ≤ OK 54% under

Checking design member 979Members: 979Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(110.46,110.46) = 110.46

Kl/r ≤ 200, 110.46 ≤ 200 OK 45% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(110.46,110.46) = 110.46

l/r ≤ 300, 110.46 ≤ 300 OK 63% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.162 + 0.028) ≤ 1.0, 0.19 ≤ OK 81% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.026 + (0.162 + 0.028) ≤ 1.0, 0.216 ≤ OK 78% under

Page 189: Memoria de calculo nave industrial 1

Checking design member 980Members: 980Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(56.922,56.922) = 56.922

Kl/r ≤ 200, 56.922 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(56.922,56.922) = 56.922

l/r ≤ 300, 56.922 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.018 + (0.015 + 0.046) ≤ 1.0, 0.079 ≤ OK 92% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.015 + 0.046) ≤ 1.0, 0.061 ≤ OK 94% under

Checking design member 981Members: 981Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(115.745,115.745) = 115.745

Kl/r ≤ 200, 115.745 ≤ 200 OK 42% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(115.745,115.745) = 115.745

l/r ≤ 300, 115.745 ≤ 300 OK 61% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.202 + 0.049) ≤ 1.0, 0.251 ≤ OK 75% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.03 + (0.202 + 0.049) ≤ 1.0, 0.281 ≤ OK 72% under

Checking design member 984Members: 984Group: HSS SquareSection: HSS3x3x1/8

Page 190: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(55.213,55.213) = 55.213

Kl/r ≤ 200, 55.213 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(55.213,55.213) = 55.213

l/r ≤ 300, 55.213 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.026 + 0.024) ≤ 1.0, 0.051 ≤ OK 95% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.432 + 8/9*(0.026 + 0.024) ≤ 1.0, 0.477 ≤ OK 52% under

Checking design member 985Members: 985Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(116.952,116.952) = 116.952

Kl/r ≤ 200, 116.952 ≤ 200 OK 42% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(116.952,116.952) = 116.952

l/r ≤ 300, 116.952 ≤ 300 OK 61% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.207 + 0.06) ≤ 1.0, 0.268 ≤ OK 73% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.276 + 8/9*(0.207 + 0.06) ≤ 1.0, 0.514 ≤ OK 49% under

Checking design member 987Members: 987Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(117.05,117.05) = 117.05

Page 191: Memoria de calculo nave industrial 1

Kl/r ≤ 200, 117.05 ≤ 200 OK 41% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(117.05,117.05) = 117.05

l/r ≤ 300, 117.05 ≤ 300 OK 61% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.023 + (0.008 + 0.006) ≤ 1.0, 0.037 ≤ OK 96% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.008 + 0.006) ≤ 1.0, 0.014 ≤ OK 99% under

Checking design member 988Members: 988Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(55.694,55.694) = 55.694

Kl/r ≤ 200, 55.694 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(55.694,55.694) = 55.694

l/r ≤ 300, 55.694 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.006 + (0.024 + 0.017) ≤ 1.0, 0.047 ≤ OK 95% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.024 + 0.017) ≤ 1.0, 0.041 ≤ OK 96% under

Checking design member 997Members: 997Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(105.73,105.73) = 105.73

Kl/r ≤ 200, 105.73 ≤ 200 OK 47% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(105.73,105.73) = 105.73

l/r ≤ 300, 105.73 ≤ 300 OK 65% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.086 + (0.015 + 0.006) ≤ 1.0, 0.106 ≤ OK 89% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.015 + 0.006) ≤ 1.0, 0.021 ≤ OK 98% under

Checking design member 998Members: 998

Page 192: Memoria de calculo nave industrial 1

Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(61.83,61.83) = 61.83

Kl/r ≤ 200, 61.83 ≤ 200 OK 69% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(61.83,61.83) = 61.83

l/r ≤ 300, 61.83 ≤ 300 OK 79% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.019 + 0.019) ≤ 1.0, 0.038 ≤ OK 96% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.035 + (0.019 + 0.019) ≤ 1.0, 0.073 ≤ OK 93% under

Checking design member 999Members: 999Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(30.852,30.852) = 30.852

Kl/r ≤ 200, 30.852 ≤ 200 OK 85% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(30.852,30.852) = 30.852

l/r ≤ 300, 30.852 ≤ 300 OK 90% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.212 + 8/9*(0.03 + 0.029) ≤ 1.0, 0.265 ≤ OK 74% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.03 + 0.029) ≤ 1.0, 0.059 ≤ OK 94% under

Checking design member 1033Members: 1033Group: HSS SquareSection: PTR 1" Cal. 14

Page 193: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(121.74,121.74) = 121.74

Kl/r ≤ 200, 121.74 ≤ 200 OK 39% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(121.74,121.74) = 121.74

l/r ≤ 300, 121.74 ≤ 300 OK 59% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.015 + (0.061 + 0.071) ≤ 1.0, 0.147 ≤ OK 85% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.061 + 0.071) ≤ 1.0, 0.132 ≤ OK 87% under

Checking design member 1034Members: 1034Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(107.03,107.03) = 107.03

Kl/r ≤ 200, 107.03 ≤ 200 OK 46% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(107.03,107.03) = 107.03

l/r ≤ 300, 107.03 ≤ 300 OK 64% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.03 + (0.017 + 0.044) ≤ 1.0, 0.091 ≤ OK 91% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.017 + 0.044) ≤ 1.0, 0.061 ≤ OK 94% under

Checking design member 1076Members: 1076Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(49.624,49.624) = 49.624

Kl/r ≤ 200, 49.624 ≤ 200 OK 75% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(49.624,49.624) = 49.624

l/r ≤ 300, 49.624 ≤ 300 OK 83% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.647 + 0.109) ≤ 1.0, 0.756 ≤ OK 24% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.266 + 8/9*(0.647 + 0.109) ≤ 1.0, 0.938 ≤ OK 6% under

Page 194: Memoria de calculo nave industrial 1

Checking design member 1077Members: 1077Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(3.983,3.983) = 3.983

Kl/r ≤ 200, 3.983 ≤ 200 OK 98% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(3.983,3.983) = 3.983

l/r ≤ 300, 3.983 ≤ 300 OK 99% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.215 + 8/9*(0.028 + 0.032) ≤ 1.0, 0.268 ≤ OK 73% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.028 + 0.032) ≤ 1.0, 0.06 ≤ OK 94% under

Checking design member 1078Members: 1078Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(120.28,120.28) = 120.28

Kl/r ≤ 200, 120.28 ≤ 200 OK 40% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(120.28,120.28) = 120.28

l/r ≤ 300, 120.28 ≤ 300 OK 60% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.198 + 0.067) ≤ 1.0, 0.265 ≤ OK 74% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.037 + (0.198 + 0.067) ≤ 1.0, 0.302 ≤ OK 70% under

Checking design member 1079Members: 1079Group: HSS SquareSection: PTR 1.5" Cal. 14

Page 195: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(55.434,55.434) = 55.434

Kl/r ≤ 200, 55.434 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(55.434,55.434) = 55.434

l/r ≤ 300, 55.434 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.008 + (0.017 + 0.086) ≤ 1.0, 0.111 ≤ OK 89% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.017 + 0.086) ≤ 1.0, 0.103 ≤ OK 90% under

Checking design member 1104Members: 1104Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(25.003,25.003) = 25.003

Kl/r ≤ 200, 25.003 ≤ 200 OK 87% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(25.003,25.003) = 25.003

l/r ≤ 300, 25.003 ≤ 300 OK 92% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.064 + 0.034) ≤ 1.0, 0.098 ≤ OK 90% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.408 + 8/9*(0.064 + 0.034) ≤ 1.0, 0.496 ≤ OK 50% under

Checking design member 1105Members: 1105Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(56.922,56.922) = 56.922

Page 196: Memoria de calculo nave industrial 1

Kl/r ≤ 200, 56.922 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(56.922,56.922) = 56.922

l/r ≤ 300, 56.922 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.028 + 0.019) ≤ 1.0, 0.047 ≤ OK 95% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.013 + (0.028 + 0.019) ≤ 1.0, 0.06 ≤ OK 94% under

Checking design member 1106Members: 1106Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(20.378,20.378) = 20.378

Kl/r ≤ 200, 20.378 ≤ 200 OK 90% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(20.378,20.378) = 20.378

l/r ≤ 300, 20.378 ≤ 300 OK 93% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.219 + 8/9*(0.029 + 0.002) ≤ 1.0, 0.247 ≤ OK 75% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.029 + 0.002) ≤ 1.0, 0.031 ≤ OK 97% under

Checking design member 1109Members: 1109Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(0.872,0.872) = 0.872

Kl/r ≤ 200, 0.872 ≤ 200 OK 100% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(0.872,0.872) = 0.872

l/r ≤ 300, 0.872 ≤ 300 OK 100% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.254 + 0.006) ≤ 1.0, 0.26 ≤ OK 74% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.073 + (0.254 + 0.006) ≤ 1.0, 0.333 ≤ OK 67% under

Checking design member 1114Members: 1114

Page 197: Memoria de calculo nave industrial 1

Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(2.166,2.166) = 2.166

Kl/r ≤ 200, 2.166 ≤ 200 OK 99% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(2.166,2.166) = 2.166

l/r ≤ 300, 2.166 ≤ 300 OK 99% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.1 + 0.012) ≤ 1.0, 0.112 ≤ OK 89% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.392 + 8/9*(0.1 + 0.012) ≤ 1.0, 0.492 ≤ OK 51% under

Checking design member 1115Members: 1115Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(118.566,118.566) = 118.566

Kl/r ≤ 200, 118.566 ≤ 200 OK 41% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(118.566,118.566) = 118.566

l/r ≤ 300, 118.566 ≤ 300 OK 60% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.044 + (0.017 + 0.036) ≤ 1.0, 0.097 ≤ OK 90% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.017 + 0.036) ≤ 1.0, 0.053 ≤ OK 95% under

Checking design member 1125Members: 1125Group: HSS SquareSection: HSS2x2x1/8

Page 198: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(61.83,61.83) = 61.83

Kl/r ≤ 200, 61.83 ≤ 200 OK 69% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(61.83,61.83) = 61.83

l/r ≤ 300, 61.83 ≤ 300 OK 79% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.009 + (0.038 + 0.021) ≤ 1.0, 0.068 ≤ OK 93% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.038 + 0.021) ≤ 1.0, 0.059 ≤ OK 94% under

Checking design member 1126Members: 1126Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(28.044,28.044) = 28.044

Kl/r ≤ 200, 28.044 ≤ 200 OK 86% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(28.044,28.044) = 28.044

l/r ≤ 300, 28.044 ≤ 300 OK 91% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.141 + 0.029) ≤ 1.0, 0.17 ≤ OK 83% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.404 + 8/9*(0.141 + 0.029) ≤ 1.0, 0.555 ≤ OK 44% under

Checking design member 1127Members: 1127Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(45.057,45.057) = 45.057

Kl/r ≤ 200, 45.057 ≤ 200 OK 77% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(45.057,45.057) = 45.057

l/r ≤ 300, 45.057 ≤ 300 OK 85% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.345 + 0.152) ≤ 1.0, 0.497 ≤ OK 50% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.012 + (0.345 + 0.152) ≤ 1.0, 0.509 ≤ OK 49% under

Page 199: Memoria de calculo nave industrial 1

Checking design member 1141Members: 1141Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(55.577,55.577) = 55.577

Kl/r ≤ 200, 55.577 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(55.577,55.577) = 55.577

l/r ≤ 300, 55.577 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.586 + 0.15) ≤ 1.0, 0.737 ≤ OK 26% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.275 + 8/9*(0.586 + 0.15) ≤ 1.0, 0.93 ≤ OK 7% under

Checking design member 1142Members: 1142Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(115.192,115.192) = 115.192

Kl/r ≤ 200, 115.192 ≤ 200 OK 42% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(115.192,115.192) = 115.192

l/r ≤ 300, 115.192 ≤ 300 OK 62% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.014 + (0.174 + 0.051) ≤ 1.0, 0.239 ≤ OK 76% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.174 + 0.051) ≤ 1.0, 0.226 ≤ OK 77% under

Checking design member 1144Members: 1144Group: HSS SquareSection: PTR 1" Cal. 14

Page 200: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(128.457,128.457) = 128.457

Kl/r ≤ 200, 128.457 ≤ 200 OK 36% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(128.457,128.457) = 128.457

l/r ≤ 300, 128.457 ≤ 300 OK 57% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.056 + 0.145) ≤ 1.0, 0.201 ≤ OK 80% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.301 + 8/9*(0.056 + 0.145) ≤ 1.0, 0.48 ≤ OK 52% under

Checking design member 1145Members: 1145Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(55.213,55.213) = 55.213

Kl/r ≤ 200, 55.213 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(55.213,55.213) = 55.213

l/r ≤ 300, 55.213 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.205 + 8/9*(0.032 + 0.01) ≤ 1.0, 0.242 ≤ OK 76% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.032 + 0.01) ≤ 1.0, 0.042 ≤ OK 96% under

Checking design member 1146Members: 1146Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(9.202,9.202) = 9.202

Page 201: Memoria de calculo nave industrial 1

Kl/r ≤ 200, 9.202 ≤ 200 OK 95% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(9.202,9.202) = 9.202

l/r ≤ 300, 9.202 ≤ 300 OK 97% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.024 + 0.038) ≤ 1.0, 0.062 ≤ OK 94% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.357 + 8/9*(0.024 + 0.038) ≤ 1.0, 0.412 ≤ OK 59% under

Checking design member 1149Members: 1149Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(56.922,56.922) = 56.922

Kl/r ≤ 200, 56.922 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(56.922,56.922) = 56.922

l/r ≤ 300, 56.922 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.033 + 0.05) ≤ 1.0, 0.083 ≤ OK 92% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.026 + (0.033 + 0.05) ≤ 1.0, 0.109 ≤ OK 89% under

Checking design member 1154Members: 1154Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(105.73,105.73) = 105.73

Kl/r ≤ 200, 105.73 ≤ 200 OK 47% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(105.73,105.73) = 105.73

l/r ≤ 300, 105.73 ≤ 300 OK 65% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.074 + (0.012 + 0.017) ≤ 1.0, 0.103 ≤ OK 90% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.012 + 0.017) ≤ 1.0, 0.029 ≤ OK 97% under

Checking design member 1158Members: 1158

Page 202: Memoria de calculo nave industrial 1

Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(117.824,117.824) = 117.824

Kl/r ≤ 200, 117.824 ≤ 200 OK 41% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(117.824,117.824) = 117.824

l/r ≤ 300, 117.824 ≤ 300 OK 61% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.226 + 0.019) ≤ 1.0, 0.245 ≤ OK 75% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.055 + (0.226 + 0.019) ≤ 1.0, 0.3 ≤ OK 70% under

Checking design member 1159Members: 1159Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(32.366,32.366) = 32.366

Kl/r ≤ 200, 32.366 ≤ 200 OK 84% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(32.366,32.366) = 32.366

l/r ≤ 300, 32.366 ≤ 300 OK 89% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.035 + 0.061) ≤ 1.0, 0.095 ≤ OK 90% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.379 + 8/9*(0.035 + 0.061) ≤ 1.0, 0.464 ≤ OK 54% under

Checking design member 1161Members: 1161Group: HSS SquareSection: HSS2x2x1/8

Page 203: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(61.83,61.83) = 61.83

Kl/r ≤ 200, 61.83 ≤ 200 OK 69% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(61.83,61.83) = 61.83

l/r ≤ 300, 61.83 ≤ 300 OK 79% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.017 + (0.033 + 0.006) ≤ 1.0, 0.056 ≤ OK 94% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.033 + 0.006) ≤ 1.0, 0.039 ≤ OK 96% under

Checking design member 1176Members: 1176Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(120.86,120.86) = 120.86

Kl/r ≤ 200, 120.86 ≤ 200 OK 40% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(120.86,120.86) = 120.86

l/r ≤ 300, 120.86 ≤ 300 OK 60% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.191 + 0.026) ≤ 1.0, 0.216 ≤ OK 78% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.216 + 8/9*(0.191 + 0.026) ≤ 1.0, 0.409 ≤ OK 59% under

Checking design member 1181Members: 1181Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(13.644,13.644) = 13.644

Kl/r ≤ 200, 13.644 ≤ 200 OK 93% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(13.644,13.644) = 13.644

l/r ≤ 300, 13.644 ≤ 300 OK 95% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.041 + 0.036) ≤ 1.0, 0.077 ≤ OK 92% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.367 + 8/9*(0.041 + 0.036) ≤ 1.0, 0.435 ≤ OK 56% under

Page 204: Memoria de calculo nave industrial 1

Checking design member 1182Members: 1182Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(120.923,120.923) = 120.923

Kl/r ≤ 200, 120.923 ≤ 200 OK 40% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(120.923,120.923) = 120.923

l/r ≤ 300, 120.923 ≤ 300 OK 60% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.042 + (0.031 + 0.019) ≤ 1.0, 0.092 ≤ OK 91% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.031 + 0.019) ≤ 1.0, 0.05 ≤ OK 95% under

Checking design member 1183Members: 1183Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(59.283,59.283) = 59.283

Kl/r ≤ 200, 59.283 ≤ 200 OK 70% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(59.283,59.283) = 59.283

l/r ≤ 300, 59.283 ≤ 300 OK 80% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.003 + (0.055 + 0.061) ≤ 1.0, 0.12 ≤ OK 88% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.055 + 0.061) ≤ 1.0, 0.117 ≤ OK 88% under

Checking design member 1184Members: 1184Group: HSS SquareSection: HSS3x3x1/8

Page 205: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(49.256,49.256) = 49.256

Kl/r ≤ 200, 49.256 ≤ 200 OK 75% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(49.256,49.256) = 49.256

l/r ≤ 300, 49.256 ≤ 300 OK 84% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.088 + (0.03 + 0.035) ≤ 1.0, 0.153 ≤ OK 85% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.03 + 0.035) ≤ 1.0, 0.065 ≤ OK 93% under

Checking design member 1186Members: 1186Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(18.404,18.404) = 18.404

Kl/r ≤ 200, 18.404 ≤ 200 OK 91% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(18.404,18.404) = 18.404

l/r ≤ 300, 18.404 ≤ 300 OK 94% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.169 + 0.045) ≤ 1.0, 0.215 ≤ OK 79% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.309 + 8/9*(0.169 + 0.045) ≤ 1.0, 0.5 ≤ OK 50% under

Checking design member 1187Members: 1187Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(105.2,105.2) = 105.2

Page 206: Memoria de calculo nave industrial 1

Kl/r ≤ 200, 105.2 ≤ 200 OK 47% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(105.2,105.2) = 105.2

l/r ≤ 300, 105.2 ≤ 300 OK 65% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.322 + 0.034) ≤ 1.0, 0.355 ≤ OK 64% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.281 + 8/9*(0.322 + 0.034) ≤ 1.0, 0.597 ≤ OK 40% under

Checking design member 1189Members: 1189Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(56.922,56.922) = 56.922

Kl/r ≤ 200, 56.922 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(56.922,56.922) = 56.922

l/r ≤ 300, 56.922 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.042 + 0.002) ≤ 1.0, 0.045 ≤ OK 96% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.047 + (0.042 + 0.002) ≤ 1.0, 0.092 ≤ OK 91% under

Checking design member 1195Members: 1195Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(1.75,1.75) = 1.75

Kl/r ≤ 200, 1.75 ≤ 200 OK 99% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(1.75,1.75) = 1.75

l/r ≤ 300, 1.75 ≤ 300 OK 99% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.164 + 0.047) ≤ 1.0, 0.211 ≤ OK 79% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.304 + 8/9*(0.164 + 0.047) ≤ 1.0, 0.491 ≤ OK 51% under

Checking design member 1196Members: 1196

Page 207: Memoria de calculo nave industrial 1

Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(5.957,5.957) = 5.957

Kl/r ≤ 200, 5.957 ≤ 200 OK 97% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(5.957,5.957) = 5.957

l/r ≤ 300, 5.957 ≤ 300 OK 98% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.089 + (0.025 + 0.046) ≤ 1.0, 0.159 ≤ OK 84% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.025 + 0.046) ≤ 1.0, 0.07 ≤ OK 93% under

Checking design member 1197Members: 1197Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(114.642,114.642) = 114.642

Kl/r ≤ 200, 114.642 ≤ 200 OK 43% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(114.642,114.642) = 114.642

l/r ≤ 300, 114.642 ≤ 300 OK 62% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.034 + (0.065 + 0.06) ≤ 1.0, 0.158 ≤ OK 84% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.065 + 0.06) ≤ 1.0, 0.125 ≤ OK 88% under

Checking design member 1212Members: 1212Group: HSS SquareSection: HSS3x3x1/8

Page 208: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(35.058,35.058) = 35.058

Kl/r ≤ 200, 35.058 ≤ 200 OK 82% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(35.058,35.058) = 35.058

l/r ≤ 300, 35.058 ≤ 300 OK 88% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.163 + 0.039) ≤ 1.0, 0.202 ≤ OK 80% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.321 + 8/9*(0.163 + 0.039) ≤ 1.0, 0.501 ≤ OK 50% under

Checking design member 1213Members: 1213Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(61.83,61.83) = 61.83

Kl/r ≤ 200, 61.83 ≤ 200 OK 69% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(61.83,61.83) = 61.83

l/r ≤ 300, 61.83 ≤ 300 OK 79% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.03 + (0.041 + 0.032) ≤ 1.0, 0.103 ≤ OK 90% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.041 + 0.032) ≤ 1.0, 0.073 ≤ OK 93% under

Checking design member 1219Members: 1219Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(55.213,55.213) = 55.213

Kl/r ≤ 200, 55.213 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(55.213,55.213) = 55.213

l/r ≤ 300, 55.213 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.063 + (0.02 + 0.04) ≤ 1.0, 0.124 ≤ OK 88% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.02 + 0.04) ≤ 1.0, 0.061 ≤ OK 94% under

Page 209: Memoria de calculo nave industrial 1

Checking design member 1220Members: 1220Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(105.73,105.73) = 105.73

Kl/r ≤ 200, 105.73 ≤ 200 OK 47% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(105.73,105.73) = 105.73

l/r ≤ 300, 105.73 ≤ 300 OK 65% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.043 + (0.024 + 0.025) ≤ 1.0, 0.092 ≤ OK 91% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.024 + 0.025) ≤ 1.0, 0.048 ≤ OK 95% under

Checking design member 1229Members: 1229Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(56.922,56.922) = 56.922

Kl/r ≤ 200, 56.922 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(56.922,56.922) = 56.922

l/r ≤ 300, 56.922 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.053 + 0.061) ≤ 1.0, 0.115 ≤ OK 89% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.084 + (0.053 + 0.061) ≤ 1.0, 0.198 ≤ OK 80% under

Checking design member 1230Members: 1230Group: HSS SquareSection: HSS3x3x1/8

Page 210: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(27.606,27.606) = 27.606

Kl/r ≤ 200, 27.606 ≤ 200 OK 86% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(27.606,27.606) = 27.606

l/r ≤ 300, 27.606 ≤ 300 OK 91% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.324 + 0.08) ≤ 1.0, 0.404 ≤ OK 60% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.204 + 8/9*(0.324 + 0.08) ≤ 1.0, 0.563 ≤ OK 44% under

Checking design member 1232Members: 1232Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(121.443,121.443) = 121.443

Kl/r ≤ 200, 121.443 ≤ 200 OK 39% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(121.443,121.443) = 121.443

l/r ≤ 300, 121.443 ≤ 300 OK 60% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.066 + 0.044) ≤ 1.0, 0.11 ≤ OK 89% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.289 + 8/9*(0.066 + 0.044) ≤ 1.0, 0.387 ≤ OK 61% under

Checking design member 1237Members: 1237Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(45.688,45.688) = 45.688

Page 211: Memoria de calculo nave industrial 1

Kl/r ≤ 200, 45.688 ≤ 200 OK 77% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(45.688,45.688) = 45.688

l/r ≤ 300, 45.688 ≤ 300 OK 85% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.396 + 0.096) ≤ 1.0, 0.492 ≤ OK 51% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.343 + 8/9*(0.396 + 0.096) ≤ 1.0, 0.78 ≤ OK 22% under

Checking design member 1268Members: 1268Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(7.292,7.292) = 7.292

Kl/r ≤ 200, 7.292 ≤ 200 OK 96% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(7.292,7.292) = 7.292

l/r ≤ 300, 7.292 ≤ 300 OK 98% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.017 + (0.026 + 0.036) ≤ 1.0, 0.08 ≤ OK 92% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.026 + 0.036) ≤ 1.0, 0.062 ≤ OK 94% under

Checking design member 1269Members: 1269Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(106.014,106.014) = 106.014

Kl/r ≤ 200, 106.014 ≤ 200 OK 47% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(106.014,106.014) = 106.014

l/r ≤ 300, 106.014 ≤ 300 OK 65% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.054 + (0.044 + 0.079) ≤ 1.0, 0.176 ≤ OK 82% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.044 + 0.079) ≤ 1.0, 0.122 ≤ OK 88% under

Checking design member 1275Members: 1275

Page 212: Memoria de calculo nave industrial 1

Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(111.998,111.998) = 111.998

Kl/r ≤ 200, 111.998 ≤ 200 OK 44% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(111.998,111.998) = 111.998

l/r ≤ 300, 111.998 ≤ 300 OK 63% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.007 + (0.116 + 0.06) ≤ 1.0, 0.184 ≤ OK 82% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.116 + 0.06) ≤ 1.0, 0.177 ≤ OK 82% under

Checking design member 1317Members: 1317Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(74.435,74.435) = 74.435

Kl/r ≤ 200, 74.435 ≤ 200 OK 63% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(74.435,74.435) = 74.435

l/r ≤ 300, 74.435 ≤ 300 OK 75% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.188 + 0.036) ≤ 1.0, 0.224 ≤ OK 78% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.037 + (0.188 + 0.036) ≤ 1.0, 0.261 ≤ OK 74% under

Checking design member 1318Members: 1318Group: HSS SquareSection: PTR 1.5" Cal. 14

Page 213: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(55.108,55.108) = 55.108

Kl/r ≤ 200, 55.108 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(55.108,55.108) = 55.108

l/r ≤ 300, 55.108 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.003 + (0.114 + 0.054) ≤ 1.0, 0.171 ≤ OK 83% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.114 + 0.054) ≤ 1.0, 0.168 ≤ OK 83% under

Checking design member 1346Members: 1346Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(61.83,61.83) = 61.83

Kl/r ≤ 200, 61.83 ≤ 200 OK 69% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(61.83,61.83) = 61.83

l/r ≤ 300, 61.83 ≤ 300 OK 79% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.052 + (0.038 + 0.044) ≤ 1.0, 0.134 ≤ OK 87% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.038 + 0.044) ≤ 1.0, 0.082 ≤ OK 92% under

Checking design member 1347Members: 1347Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(27.606,27.606) = 27.606

Kl/r ≤ 200, 27.606 ≤ 200 OK 86% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(27.606,27.606) = 27.606

l/r ≤ 300, 27.606 ≤ 300 OK 91% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.253 + 0.088) ≤ 1.0, 0.341 ≤ OK 66% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.202 + 8/9*(0.253 + 0.088) ≤ 1.0, 0.505 ≤ OK 49% under

Page 214: Memoria de calculo nave industrial 1

Checking design member 1353Members: 1353Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(47.921,47.921) = 47.921

Kl/r ≤ 200, 47.921 ≤ 200 OK 76% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(47.921,47.921) = 47.921

l/r ≤ 300, 47.921 ≤ 300 OK 84% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.018 + (0.012 + 0.046) ≤ 1.0, 0.076 ≤ OK 92% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.012 + 0.046) ≤ 1.0, 0.058 ≤ OK 94% under

Checking design member 1358Members: 1358Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(9.898,9.898) = 9.898

Kl/r ≤ 200, 9.898 ≤ 200 OK 95% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(9.898,9.898) = 9.898

l/r ≤ 300, 9.898 ≤ 300 OK 97% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.195 + 0.012) ≤ 1.0, 0.207 ≤ OK 79% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.011 + (0.195 + 0.012) ≤ 1.0, 0.218 ≤ OK 78% under

Checking design member 1359Members: 1359Group: HSS SquareSection: PTR 1.5" Cal. 14

Page 215: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(45.691,45.691) = 45.691

Kl/r ≤ 200, 45.691 ≤ 200 OK 77% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(45.691,45.691) = 45.691

l/r ≤ 300, 45.691 ≤ 300 OK 85% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.002 + (0.19 + 0.008) ≤ 1.0, 0.2 ≤ OK 80% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.19 + 0.008) ≤ 1.0, 0.198 ≤ OK 80% under

Checking design member 1366Members: 1366Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(3.251,3.251) = 3.251

Kl/r ≤ 200, 3.251 ≤ 200 OK 98% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(3.251,3.251) = 3.251

l/r ≤ 300, 3.251 ≤ 300 OK 99% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.075 + 0.014) ≤ 1.0, 0.089 ≤ OK 91% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.012 + (0.075 + 0.014) ≤ 1.0, 0.101 ≤ OK 90% under

Checking design member 1367Members: 1367Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(56.922,56.922) = 56.922

Page 216: Memoria de calculo nave industrial 1

Kl/r ≤ 200, 56.922 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(56.922,56.922) = 56.922

l/r ≤ 300, 56.922 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.047 + 0.02) ≤ 1.0, 0.067 ≤ OK 93% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.246 + 8/9*(0.047 + 0.02) ≤ 1.0, 0.306 ≤ OK 69% under

Checking design member 1368Members: 1368Group: HSS SquareSection: PTR 1" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(114.095,114.095) = 114.095

Kl/r ≤ 200, 114.095 ≤ 200 OK 43% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(114.095,114.095) = 114.095

l/r ≤ 300, 114.095 ≤ 300 OK 62% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.044 + (0.067 + 0.025) ≤ 1.0, 0.136 ≤ OK 86% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.067 + 0.025) ≤ 1.0, 0.092 ≤ OK 91% under

Checking design member 1369Members: 1369Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(52.865,52.865) = 52.865

Kl/r ≤ 200, 52.865 ≤ 200 OK 74% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(52.865,52.865) = 52.865

l/r ≤ 300, 52.865 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.003 + (0.077 + 0.01) ≤ 1.0, 0.09 ≤ OK 91% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.077 + 0.01) ≤ 1.0, 0.087 ≤ OK 91% under

Checking design member 1385Members: 1385

Page 217: Memoria de calculo nave industrial 1

Group: HSS SquareSection: PTR 1.5" Cal. 14

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(30.765,30.765) = 30.765

Kl/r ≤ 200, 30.765 ≤ 200 OK 85% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(30.765,30.765) = 30.765

l/r ≤ 300, 30.765 ≤ 300 OK 90% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.303 + 0.016) ≤ 1.0, 0.319 ≤ OK 68% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.03 + (0.303 + 0.016) ≤ 1.0, 0.349 ≤ OK 65% under

Checking design member 1386Members: 1386Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(23.66,23.66) = 23.66

Kl/r ≤ 200, 23.66 ≤ 200 OK 88% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(23.66,23.66) = 23.66

l/r ≤ 300, 23.66 ≤ 300 OK 92% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.185 + 0.033) ≤ 1.0, 0.219 ≤ OK 78% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.012 + (0.185 + 0.033) ≤ 1.0, 0.231 ≤ OK 77% under

Checking design member 1388Members: 1388Group: HSS SquareSection: HSS3x3x1/8

Page 218: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(12.448,12.448) = 12.448

Kl/r ≤ 200, 12.448 ≤ 200 OK 94% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(12.448,12.448) = 12.448

l/r ≤ 300, 12.448 ≤ 300 OK 96% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.015 + 0.038) ≤ 1.0, 0.053 ≤ OK 95% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.076 + (0.015 + 0.038) ≤ 1.0, 0.129 ≤ OK 87% under

Checking design member 1389Members: 1389Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(61.83,61.83) = 61.83

Kl/r ≤ 200, 61.83 ≤ 200 OK 69% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(61.83,61.83) = 61.83

l/r ≤ 300, 61.83 ≤ 300 OK 79% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.076 + (0.066 + 0.009) ≤ 1.0, 0.15 ≤ OK 85% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.066 + 0.009) ≤ 1.0, 0.074 ≤ OK 93% under

Checking design member 1391Members: 1391Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(18.404,18.404) = 18.404

Kl/r ≤ 200, 18.404 ≤ 200 OK 91% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(18.404,18.404) = 18.404

l/r ≤ 300, 18.404 ≤ 300 OK 94% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.18 + 0.041) ≤ 1.0, 0.221 ≤ OK 78% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.012 + (0.18 + 0.041) ≤ 1.0, 0.233 ≤ OK 77% under

Page 219: Memoria de calculo nave industrial 1

Checking design member 1398Members: 1398Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(42.765,42.765) = 42.765

Kl/r ≤ 200, 42.765 ≤ 200 OK 79% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(42.765,42.765) = 42.765

l/r ≤ 300, 42.765 ≤ 300 OK 86% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.043 + 0.041) ≤ 1.0, 0.085 ≤ OK 92% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.081 + (0.043 + 0.041) ≤ 1.0, 0.166 ≤ OK 83% under

Checking design member 1399Members: 1399Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(14.024,14.024) = 14.024

Kl/r ≤ 200, 14.024 ≤ 200 OK 93% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(14.024,14.024) = 14.024

l/r ≤ 300, 14.024 ≤ 300 OK 95% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.068 + (0.102 + 0.042) ≤ 1.0, 0.212 ≤ OK 79% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.102 + 0.042) ≤ 1.0, 0.144 ≤ OK 86% under

Checking design member 1400Members: 1400Group: HSS SquareSection: HSS2x2x1/8

Page 220: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(56.922,56.922) = 56.922

Kl/r ≤ 200, 56.922 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(56.922,56.922) = 56.922

l/r ≤ 300, 56.922 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.104 + 0.011) ≤ 1.0, 0.115 ≤ OK 89% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.31 + 8/9*(0.104 + 0.011) ≤ 1.0, 0.412 ≤ OK 59% under

Checking design member 1421Members: 1421Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(31.987,31.987) = 31.987

Kl/r ≤ 200, 31.987 ≤ 200 OK 84% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(31.987,31.987) = 31.987

l/r ≤ 300, 31.987 ≤ 300 OK 89% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.066 + (0.054 + 0.053) ≤ 1.0, 0.174 ≤ OK 83% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.054 + 0.053) ≤ 1.0, 0.108 ≤ OK 89% under

Checking design member 1426Members: 1426Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(61.83,61.83) = 61.83

Page 221: Memoria de calculo nave industrial 1

Kl/r ≤ 200, 61.83 ≤ 200 OK 69% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(61.83,61.83) = 61.83

l/r ≤ 300, 61.83 ≤ 300 OK 79% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.095 + (0.015 + 0.047) ≤ 1.0, 0.157 ≤ OK 84% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.015 + 0.047) ≤ 1.0, 0.062 ≤ OK 94% under

Checking design member 1431Members: 1431Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(9.202,9.202) = 9.202

Kl/r ≤ 200, 9.202 ≤ 200 OK 95% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(9.202,9.202) = 9.202

l/r ≤ 300, 9.202 ≤ 300 OK 97% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.065 + (0.043 + 0.049) ≤ 1.0, 0.157 ≤ OK 84% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.043 + 0.049) ≤ 1.0, 0.092 ≤ OK 91% under

Checking design member 1432Members: 1432Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(55.213,55.213) = 55.213

Kl/r ≤ 200, 55.213 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(55.213,55.213) = 55.213

l/r ≤ 300, 55.213 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.026 + 0.017) ≤ 1.0, 0.043 ≤ OK 96% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.47 + 8/9*(0.026 + 0.017) ≤ 1.0, 0.508 ≤ OK 49% under

Checking design member 1450Members: 1450

Page 222: Memoria de calculo nave industrial 1

Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(56.922,56.922) = 56.922

Kl/r ≤ 200, 56.922 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(56.922,56.922) = 56.922

l/r ≤ 300, 56.922 ≤ 300 OK 81% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.071 + 0.061) ≤ 1.0, 0.133 ≤ OK 87% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.32 + 8/9*(0.071 + 0.061) ≤ 1.0, 0.437 ≤ OK 56% under

Checking design member 1451Members: 1451Group: HSS SquareSection: HSS3x3x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(55.213,55.213) = 55.213

Kl/r ≤ 200, 55.213 ≤ 200 OK 72% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(55.213,55.213) = 55.213

l/r ≤ 300, 55.213 ≤ 300 OK 82% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.3 + 8/9*(0.08 + 0.026) ≤ 1.0, 0.394 ≤ OK 61% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.08 + 0.026) ≤ 1.0, 0.106 ≤ OK 89% under

Checking design member 1461Members: 1461Group: HSS SquareSection: HSS3x3x1/8

Page 223: Memoria de calculo nave industrial 1

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(27.606,27.606) = 27.606

Kl/r ≤ 200, 27.606 ≤ 200 OK 86% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(27.606,27.606) = 27.606

l/r ≤ 300, 27.606 ≤ 300 OK 91% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.246 + 0.012) ≤ 1.0, 0.259 ≤ OK 74% under

Pu / φP

u + 8/9 (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.688 + 8/9*(0.246 + 0.012) ≤ 1.0, 0.918 ≤ OK 8% under

Checking design member 1462Members: 1462Group: HSS SquareSection: HSS2x2x1/8

Design ConstraintsKl/r = Max(K

xlcx

/rx,K

ylcy

/ry) = Max(61.83,61.83) = 61.83

Kl/r ≤ 200, 61.83 ≤ 200 OK 69% underl/r = Max(l

cx/r

x,l

cy/r

y) = Max(61.83,61.83) = 61.83

l/r ≤ 300, 61.83 ≤ 300 OK 79% underAll constraints PASSED

Load Case: Dis. Grav. (Strength Limit State)Design Checks

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.09 + (0.057 + 0.003) ≤ 1.0, 0.151 ≤ OK 85% under

Pu / 2φP

n + (M

ux/φ

bM

nx + M

uy/φ

bM

ny) ≤ 1.0

0.0 + (0.057 + 0.003) ≤ 1.0, 0.061 ≤ OK 94% under

End of check of X:\Multiframe\Nave Montemayor MF\Nave Montemayor.mfd to LRFD code

Page 224: Memoria de calculo nave industrial 1

Professional Member

[email protected]

INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.

www.indusgenesis.com

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 64.2010 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 91.20 102.60 114.00

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 1710 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

Page 225: Memoria de calculo nave industrial 1

Professional Member (81) 83 33 34 53, Celular 81 12 69 40 [email protected]

INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.www.indusgenesis.com

Puerta del Sol 108-1Sendero San Jerónimo

64659 Monterrey, Nuevo León

V. Planos estructurales

Page 226: Memoria de calculo nave industrial 1

INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.www.indusgenesis.com

Puerta del Sol #108Colonia Sendero de San Jerónimo

64659 Monterrey, Nuevo León

JAR

Ofi. 83 33 34 53, Cel. 81 12 69 40 [email protected]

PLANO DE:

CIMENTACIÓNCLAVE DEL PLANO: MUNICIPIO:

Monterrey, Nuevo LeónE-1 Cimentación.vwxG10-10-10002

PLANO:

E-1E-1

Cimentacion.vwx

PROYECTO: NAVE INDUSTRIALNOMBRE DEL PLANO:

ACOTACIONES:

CentímetrosESCALA:

1:50 Planta

AUTORIZADA

DATOS DEL TERRENO

PROPIETARIO

EXPEDIENTE CATASTRAL

SELLO Y FIRMA DE AUTORIZACION DE LA

NORMATIVIDAD VIGENTE

SECRETARIA DE DESARROLLO URBANO Y ECOLOGIA

POR CONSTRUIR REGULARIZACION DEMOLICION TOTAL

1 NIVEL

TOTAL

OTROS

7 NIVEL

6 NIVEL

5 NIVEL

4 NIVEL

3 NIVEL

2 NIVEL

PLANTA BAJA

SOTANOS

AREAS DE LA CONSTRUCCION

CATASTRO

TOTAL

FRENTE

DERECHOS DE REVISION DE PLANOS

FECHA

FIRMA

TOTAL

FOLIO

SANCIONES

DERECHOS

TIPOAREA

VALORIZACION CATASTRAL

DATOS DEL TERRENO

SIMBOLOGIA

USO SOLICITADO

USO DE SUELO

COEFICIENTE DE UTILIZACION

COEFICIENTE DE OCUPACION

AREA JARDINADA

CAJONES DE ESTACIONAMIENTO

OBSERVACIONES

SUPERFICIE

VALOR UNITARIO

M2

M2

M2

M2

M2

SAL

DO

S 1

2

3 6

5

4

EXPEDIENTE CATASTRAL

REGLAMENTO PARA LAS CONSTRUCCIONES DEL MUNICIPIO DE MONTERREY

SECRETARIA DE DESARROLLO URBANO Y ECOLOGIA

SE APERCIBE AL PROPIETARIO, DIRECTOR RESPONSABLE DE OBRA Y ASESORES QUE DEBERÁN SUJETARSE A LAS DISPOSICIONES CONTENIDAS EN EL

CAPÍTULO TERCERO, ART VIII AL XVI DEL REGLAMENTO PARA LAS CONSTRUCCIONES EN EL MUNICIPIO DE MONTERREY; YA QUE EN CASO DE NO HACERLO

SERÁ ACREEDOR A LAS SANCIONES Y MEDIDAS DE SEGURIDAD EN LOS TERMINOS QUE ESTABLECE ESTE REGLAMENTO.

FRENTE

FONDO

FONDO

AREASELLO Y FIRMA

UBICACION DE LA OBRA DESCRIPCION DE LA OBRA

TO NE R E Y

DAUIC DM

DESCRIPCION

DIRECCION

TELEFONO

CED. PROFESIONAL

NOMBRE

ASESOR EN DISEÑO URBANO Y ARQUITECTONICO

TELEFONO

DIRECCION

NOMBRE

NOMBRE

CED. PROFESIONAL

DIRECCION

PLANOSRECIBI:

C. NOTIFICADOR

C. NOTIFICADO

DIRECCION

TELEFONO

NOMBRE

Y LICENCIA FECHA

NOTIFICACION

ASESOR EN SEGURIDAD ESTRUCTURAL

FIRMA

FIRMA

FIRMA

CEDULA PROF.

FIRMA

DIRECTOR RESPONSABLE DE OBRA

NOMBRE

DIRECCION

TELEFONO

COLONIA

CALLE

FIRMA

PROPIETARIO

NUMERO

R. Ayuntamiento de Monterrey2009 - 2012

FIRMA

RD E

TITULAR

FIRMA

DE SUELO (COS)

DEL SUELO (CUS)

AREA LIBRE

DENSIDAD DE VIVIENDA POR HECTAREA

EXP. CATASTRALREGION MANZANA LOTE

NORMA PROYECTO

COEF. M2 COEF. M2

AREA POR CONSTRUIR

AREA AUTORIZADA

AREA POR REGULARIZARAREA JARDINADA

AREA LIBRE

AREA CAMBIO DE TECHO

AREA POR DEMOLER

m2

m

m

AREA CAMBIO DE TECHO

AREA DE REMODELACION DE FACHADA

BARDA

m2

m2

ml

AREA POR AMPLIAR

AREA EST. TECHADO

AREA POR AUTORIZAR

AREA DE CAMBIO DE USO

USO DE EDIFICACION

AREA POR REGULARIZARAREA CONSTRUIDA

AREA AUTORIZADA

m2

m2

m2m2

m2

m2

m2

PLANO_______ DE __________

PERMITIDO CONDICIONADO

Maestría en Estructuras N. 1751280Ing. Juan Aldasoro Robles

Puerta del Sol #108-1 Col. Sendero San Jeronimo

DAN CHANH QUACH

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

a b

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 elTécnico Responsable de Obra o el Asesor en Seguridad Estructural (ASE) 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, losas, trabes, columnas, castillos, pavimentos y firmes.• Concreto: f’c = 100 kg/cm2 en plantillas de 5 cm de espesor.• 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.• Alambrón para estribos o anillos (#2) el esfuerzo de fluencia del acero será fy = 2,530 kg/cm2.• Block hueco de 12x20x40 con una resistencia mínima a la compresión de 25 kg/cm2, sobre área bruta.• 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 ASE.• En soldadura manual, para espesores iguales o menores a 3 mm se utilizarán electrodos E-6013. Deberá ser revisado y aprobado por el ASE.• 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

Hueco para montacargas

Acc

eso

Acceso

180

199

E

D

C

A

1312

2678

150

515

647

668

683

755

1941 2266

4193

B

Nivel -1.20 Desplane

Nivel -1.20 Desplane

Zapata Z-1

Zapata Z-1

Zapata Z-1

CIMENTACIÓN

Escala 1 : 100

0 100 200 400 600

4

120 623 443 755 755 755

15

420

443

435

970 1712 755 756

4193

1 2 3 5 6 7

120 139 239 244 227 215 257 252 246 485 256 244 250 261 240 251 265

334 318 318 318 319 334 263 226 252 251 251 254 245 248 262

225

210

443

224

211

15

232

217

217

217

217

214

219

222

227

229

224

244

E-3A

E-3A

E-4B

E-4B

Reforma

Die

go d

e M

onte

may

or

Zapata Z-1

150

150

150

150

150

150

E-3C

E-3C

E-3D

E-3D

Muro desplantado del piso de ConcretoMuro desplantado del piso de Concreto

C-1

K-1

K-1

C-1

K-1

K-1

C-1

K-1

K-1

C-1

K-1

K-1

C-1

K-1

K-1

C-1

C-1

K-1

K-1

K-1

C-1

C-1

C-1

K-1

C-1

K-1

K-1

K-1

K-1

C-1

C-1

K-1

K-1

K-1

C-1

K-1

K-1

K-1

C-1

K-1

C-1

K-1

K-1

K-1

C-1

K-1

K-1C-1

Page 227: Memoria de calculo nave industrial 1

INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.www.indusgenesis.com

Puerta del Sol #108Colonia Sendero de San Jerónimo

64659 Monterrey, Nuevo León

JAR

Ofi. 83 33 34 53, Cel. 81 12 69 40 [email protected]

PLANO DE:

TECHOCLAVE DEL PLANO: MUNICIPIO:

Monterrey, Nuevo LeónE-2 Techo.vwxG10-10-10002

PLANO:

E-2E-2 Techo.vwx

PROYECTO: NAVE INDUSTRIALNOMBRE DEL PLANO:

ACOTACIONES:

CentímetrosESCALA:

1:50 Planta

AUTORIZADA

DATOS DEL TERRENO

PROPIETARIO

EXPEDIENTE CATASTRAL

SELLO Y FIRMA DE AUTORIZACION DE LA

NORMATIVIDAD VIGENTE

SECRETARIA DE DESARROLLO URBANO Y ECOLOGIA

POR CONSTRUIR REGULARIZACION DEMOLICION TOTAL

1 NIVEL

TOTAL

OTROS

7 NIVEL

6 NIVEL

5 NIVEL

4 NIVEL

3 NIVEL

2 NIVEL

PLANTA BAJA

SOTANOS

AREAS DE LA CONSTRUCCION

CATASTRO

TOTAL

FRENTE

DERECHOS DE REVISION DE PLANOS

FECHA

FIRMA

TOTAL

FOLIO

SANCIONES

DERECHOS

TIPOAREA

VALORIZACION CATASTRAL

DATOS DEL TERRENO

SIMBOLOGIA

USO SOLICITADO

USO DE SUELO

COEFICIENTE DE UTILIZACION

COEFICIENTE DE OCUPACION

AREA JARDINADA

CAJONES DE ESTACIONAMIENTO

OBSERVACIONES

SUPERFICIE

VALOR UNITARIO

M2

M2

M2

M2

M2

SAL

DO

S 1

2

3 6

5

4

EXPEDIENTE CATASTRAL

REGLAMENTO PARA LAS CONSTRUCCIONES DEL MUNICIPIO DE MONTERREY

SECRETARIA DE DESARROLLO URBANO Y ECOLOGIA

SE APERCIBE AL PROPIETARIO, DIRECTOR RESPONSABLE DE OBRA Y ASESORES QUE DEBERÁN SUJETARSE A LAS DISPOSICIONES CONTENIDAS EN EL

CAPÍTULO TERCERO, ART VIII AL XVI DEL REGLAMENTO PARA LAS CONSTRUCCIONES EN EL MUNICIPIO DE MONTERREY; YA QUE EN CASO DE NO HACERLO

SERÁ ACREEDOR A LAS SANCIONES Y MEDIDAS DE SEGURIDAD EN LOS TERMINOS QUE ESTABLECE ESTE REGLAMENTO.

FRENTE

FONDO

FONDO

AREASELLO Y FIRMA

UBICACION DE LA OBRA DESCRIPCION DE LA OBRA

TO NE R E Y

DAUIC DM

DESCRIPCION

DIRECCION

TELEFONO

CED. PROFESIONAL

NOMBRE

ASESOR EN DISEÑO URBANO Y ARQUITECTONICO

TELEFONO

DIRECCION

NOMBRE

NOMBRE

CED. PROFESIONAL

DIRECCION

PLANOSRECIBI:

C. NOTIFICADOR

C. NOTIFICADO

DIRECCION

TELEFONO

NOMBRE

Y LICENCIA FECHA

NOTIFICACION

ASESOR EN SEGURIDAD ESTRUCTURAL

FIRMA

FIRMA

FIRMA

CEDULA PROF.

FIRMA

DIRECTOR RESPONSABLE DE OBRA

NOMBRE

DIRECCION

TELEFONO

COLONIA

CALLE

FIRMA

PROPIETARIO

NUMERO

R. Ayuntamiento de Monterrey2009 - 2012

FIRMA

RD E

TITULAR

FIRMA

DE SUELO (COS)

DEL SUELO (CUS)

AREA LIBRE

DENSIDAD DE VIVIENDA POR HECTAREA

EXP. CATASTRALREGION MANZANA LOTE

NORMA PROYECTO

COEF. M2 COEF. M2

AREA POR CONSTRUIR

AREA AUTORIZADA

AREA POR REGULARIZARAREA JARDINADA

AREA LIBRE

AREA CAMBIO DE TECHO

AREA POR DEMOLER

m2

m

m

AREA CAMBIO DE TECHO

AREA DE REMODELACION DE FACHADA

BARDA

m2

m2

ml

AREA POR AMPLIAR

AREA EST. TECHADO

AREA POR AUTORIZAR

AREA DE CAMBIO DE USO

USO DE EDIFICACION

AREA POR REGULARIZARAREA CONSTRUIDA

AREA AUTORIZADA

m2

m2

m2m2

m2

m2

m2

PLANO_______ DE __________

PERMITIDO CONDICIONADO

Maestría en Estructuras N. 1751280Ing. Juan Aldasoro Robles

Puerta del Sol #108-1 Col. Sendero San Jeronimo

DAN CHANH QUACH

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

a b

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 elTécnico Responsable de Obra o el Asesor en Seguridad Estructural (ASE) 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, losas, trabes, columnas, castillos, pavimentos y firmes.• Concreto: f’c = 100 kg/cm2 en plantillas de 5 cm de espesor.• 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.• Alambrón para estribos o anillos (#2) el esfuerzo de fluencia del acero será fy = 2,530 kg/cm2.• Block hueco de 12x20x40 con una resistencia mínima a la compresión de 25 kg/cm2, sobre área bruta.• 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 ASE.• En soldadura manual, para espesores iguales o menores a 3 mm se utilizarán electrodos E-6013. Deberá ser revisado y aprobado por el ASE.• 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

E

D

C

A

1312

15

1366

1312

2678

B

TECHO

Escala 1 : 100

0 100 200 400 600

4

970 956

4194

1 2 3 5 6 7

Armadura A-2

15

420

443

435

298 269 269 269 269 269 298 240 244 256 256 242 256 231 248 278

194

154

154

154

154

154

154

194

348

308

308

332

241

228

214

241

228

229

195 155 155 155 155 155 155 155 155 155 155 195

755 755 755

242 242 257 258 241 256 231 248 276

1941 2252

4193

E-3A

E-3A

E-4B

E-4B

Armadura A-2

Armadura A-2

Armadura A-2

Armadura A-2 Armadura A-2

Armadura A-2

Armadura A-2

Armadura A-3

Armadura A-3

Armadura A-3

Armadura A-3

Armadura A-3

Armadura A-3

Armadura A-3

Armadura A-3

Armadura A-3

Armadura A-1

Armadura A-1

Armadura A-1

Armadura A-1Armadura A-1 Armadura A-1

Reforma

Die

go d

e M

onte

may

or

Pendiente 5%

Pendiente 5%

Pendiente 5%

Pend

ient

e 7.

4 %

Pend

ient

e 7.

4 %

Pend

ient

e 7.

4 %

E-3C

E-3C

E-3D

E-3D

Page 228: Memoria de calculo nave industrial 1

INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.www.indusgenesis.com

Puerta del Sol #108Colonia Sendero de San Jerónimo

64659 Monterrey, Nuevo León

JAR

Ofi. 83 33 34 53, Cel. 81 12 69 40 [email protected]

PLANO DE:

CORTE A - ACLAVE DEL PLANO: MUNICIPIO:

Monterrey, Nuevo LeónE-1 Corte A-A.vwxG10-10-10002

PLANO:

E-3E-3 Corte A.vwx

PROYECTO: NAVE INDUSTRIALNOMBRE DEL PLANO:

ACOTACIONES:

CentímetrosESCALA:

1:50 Corte

AUTORIZADA

DATOS DEL TERRENO

PROPIETARIO

EXPEDIENTE CATASTRAL

SELLO Y FIRMA DE AUTORIZACION DE LA

NORMATIVIDAD VIGENTE

SECRETARIA DE DESARROLLO URBANO Y ECOLOGIA

POR CONSTRUIR REGULARIZACION DEMOLICION TOTAL

1 NIVEL

TOTAL

OTROS

7 NIVEL

6 NIVEL

5 NIVEL

4 NIVEL

3 NIVEL

2 NIVEL

PLANTA BAJA

SOTANOS

AREAS DE LA CONSTRUCCION

CATASTRO

TOTAL

FRENTE

DERECHOS DE REVISION DE PLANOS

FECHA

FIRMA

TOTAL

FOLIO

SANCIONES

DERECHOS

TIPOAREA

VALORIZACION CATASTRAL

DATOS DEL TERRENO

SIMBOLOGIA

USO SOLICITADO

USO DE SUELO

COEFICIENTE DE UTILIZACION

COEFICIENTE DE OCUPACION

AREA JARDINADA

CAJONES DE ESTACIONAMIENTO

OBSERVACIONES

SUPERFICIE

VALOR UNITARIO

M2

M2

M2

M2

M2

SAL

DO

S 1

2

3 6

5

4

EXPEDIENTE CATASTRAL

REGLAMENTO PARA LAS CONSTRUCCIONES DEL MUNICIPIO DE MONTERREY

SECRETARIA DE DESARROLLO URBANO Y ECOLOGIA

SE APERCIBE AL PROPIETARIO, DIRECTOR RESPONSABLE DE OBRA Y ASESORES QUE DEBERÁN SUJETARSE A LAS DISPOSICIONES CONTENIDAS EN EL

CAPÍTULO TERCERO, ART VIII AL XVI DEL REGLAMENTO PARA LAS CONSTRUCCIONES EN EL MUNICIPIO DE MONTERREY; YA QUE EN CASO DE NO HACERLO

SERÁ ACREEDOR A LAS SANCIONES Y MEDIDAS DE SEGURIDAD EN LOS TERMINOS QUE ESTABLECE ESTE REGLAMENTO.

FRENTE

FONDO

FONDO

AREASELLO Y FIRMA

UBICACION DE LA OBRA DESCRIPCION DE LA OBRA

TO NE R E Y

DAUIC DM

DESCRIPCION

DIRECCION

TELEFONO

CED. PROFESIONAL

NOMBRE

ASESOR EN DISEÑO URBANO Y ARQUITECTONICO

TELEFONO

DIRECCION

NOMBRE

NOMBRE

CED. PROFESIONAL

DIRECCION

PLANOSRECIBI:

C. NOTIFICADOR

C. NOTIFICADO

DIRECCION

TELEFONO

NOMBRE

Y LICENCIA FECHA

NOTIFICACION

ASESOR EN SEGURIDAD ESTRUCTURAL

FIRMA

FIRMA

FIRMA

CEDULA PROF.

FIRMA

DIRECTOR RESPONSABLE DE OBRA

NOMBRE

DIRECCION

TELEFONO

COLONIA

CALLE

FIRMA

PROPIETARIO

NUMERO

R. Ayuntamiento de Monterrey2009 - 2012

FIRMA

RD E

TITULAR

FIRMA

DE SUELO (COS)

DEL SUELO (CUS)

AREA LIBRE

DENSIDAD DE VIVIENDA POR HECTAREA

EXP. CATASTRALREGION MANZANA LOTE

NORMA PROYECTO

COEF. M2 COEF. M2

AREA POR CONSTRUIR

AREA AUTORIZADA

AREA POR REGULARIZARAREA JARDINADA

AREA LIBRE

AREA CAMBIO DE TECHO

AREA POR DEMOLER

m2

m

m

AREA CAMBIO DE TECHO

AREA DE REMODELACION DE FACHADA

BARDA

m2

m2

ml

AREA POR AMPLIAR

AREA EST. TECHADO

AREA POR AUTORIZAR

AREA DE CAMBIO DE USO

USO DE EDIFICACION

AREA POR REGULARIZARAREA CONSTRUIDA

AREA AUTORIZADA

m2

m2

m2m2

m2

m2

m2

PLANO_______ DE __________

PERMITIDO CONDICIONADO

Maestría en Estructuras N. 1751280Ing. Juan Aldasoro Robles

Puerta del Sol #108-1 Col. Sendero San Jeronimo

DAN CHANH QUACH

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

a b

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 elTécnico Responsable de Obra o el Asesor en Seguridad Estructural (ASE) 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, losas, trabes, columnas, castillos, pavimentos y firmes.• Concreto: f’c = 100 kg/cm2 en plantillas de 5 cm de espesor.• 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.• Alambrón para estribos o anillos (#2) el esfuerzo de fluencia del acero será fy = 2,530 kg/cm2.• Block hueco de 12x20x40 con una resistencia mínima a la compresión de 25 kg/cm2, sobre área bruta.• 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 ASE.• En soldadura manual, para espesores iguales o menores a 3 mm se utilizarán electrodos E-6013. Deberá ser revisado y aprobado por el ASE.• 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

97.1

880

150

977.1

800

150

880

1 3

310.2 310.2 310.2 310.2 310.2 310.2 4040

1941

CORTE A -A

Escala 1 : 50

0 50 100 200 300

Columna C-1Piso de concreto

Nivel ±0.00 N.P.T.

Nivel -1.50 Desplante

40 155.1 155.1 155.1 155.1 155.1 155.1 155.1 155.1 155.1 155.1 155.1 155.1 40

80

150

Pendiente 5 %

Armadura A-2Armadura A-2

Armadura A-2Armadura A-2

Armadura A-2Armadura A-2

Armadura A-2

Sección S-4

Armadura A-1Sección S-4

Sección S-4Lamina KR-18Sección S-4

Sección S-4Sección S-4

Armadura A-1

150150

Nivel -1.50 Desplante

E-31

E-31

Zapata Z-1Zapata Z-1

Trabe T-2

Trabe T-2

Trabe T-2

Trabe T-2

Trabe T-2

Trabe T-2

Trabe T-2

Trabe T-2

Columna C-1

Detalle 1Escala 1 : 10

80

30

Vista enelevación

Columna C-1

Lámina

Columna C-1

Vista enplanta

Armadura A-1

30

Armadura A-1

Trabe T-2

Page 229: Memoria de calculo nave industrial 1

INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.www.indusgenesis.com

Puerta del Sol #108Colonia Sendero de San Jerónimo

64659 Monterrey, Nuevo León

JAR

Ofi. 83 33 34 53, Cel. 81 12 69 40 [email protected]

PLANO DE:

CORTE B - BCLAVE DEL PLANO: MUNICIPIO:

Monterrey, Nuevo LeónE-4 Corte B-B.vwxG10-10-10002

PLANO:

E-4E-4 Corte B.vwx

PROYECTO: NAVE INDUSTRIALNOMBRE DEL PLANO:

ACOTACIONES:

CentímetrosESCALA:

1:50 Corte

AUTORIZADA

DATOS DEL TERRENO

PROPIETARIO

EXPEDIENTE CATASTRAL

SELLO Y FIRMA DE AUTORIZACION DE LA

NORMATIVIDAD VIGENTE

SECRETARIA DE DESARROLLO URBANO Y ECOLOGIA

POR CONSTRUIR REGULARIZACION DEMOLICION TOTAL

1 NIVEL

TOTAL

OTROS

7 NIVEL

6 NIVEL

5 NIVEL

4 NIVEL

3 NIVEL

2 NIVEL

PLANTA BAJA

SOTANOS

AREAS DE LA CONSTRUCCION

CATASTRO

TOTAL

FRENTE

DERECHOS DE REVISION DE PLANOS

FECHA

FIRMA

TOTAL

FOLIO

SANCIONES

DERECHOS

TIPOAREA

VALORIZACION CATASTRAL

DATOS DEL TERRENO

SIMBOLOGIA

USO SOLICITADO

USO DE SUELO

COEFICIENTE DE UTILIZACION

COEFICIENTE DE OCUPACION

AREA JARDINADA

CAJONES DE ESTACIONAMIENTO

OBSERVACIONES

SUPERFICIE

VALOR UNITARIO

M2

M2

M2

M2

M2

SAL

DO

S 1

2

3 6

5

4

EXPEDIENTE CATASTRAL

REGLAMENTO PARA LAS CONSTRUCCIONES DEL MUNICIPIO DE MONTERREY

SECRETARIA DE DESARROLLO URBANO Y ECOLOGIA

SE APERCIBE AL PROPIETARIO, DIRECTOR RESPONSABLE DE OBRA Y ASESORES QUE DEBERÁN SUJETARSE A LAS DISPOSICIONES CONTENIDAS EN EL

CAPÍTULO TERCERO, ART VIII AL XVI DEL REGLAMENTO PARA LAS CONSTRUCCIONES EN EL MUNICIPIO DE MONTERREY; YA QUE EN CASO DE NO HACERLO

SERÁ ACREEDOR A LAS SANCIONES Y MEDIDAS DE SEGURIDAD EN LOS TERMINOS QUE ESTABLECE ESTE REGLAMENTO.

FRENTE

FONDO

FONDO

AREASELLO Y FIRMA

UBICACION DE LA OBRA DESCRIPCION DE LA OBRA

TO NE R E Y

DAUIC DM

DESCRIPCION

DIRECCION

TELEFONO

CED. PROFESIONAL

NOMBRE

ASESOR EN DISEÑO URBANO Y ARQUITECTONICO

TELEFONO

DIRECCION

NOMBRE

NOMBRE

CED. PROFESIONAL

DIRECCION

PLANOSRECIBI:

C. NOTIFICADOR

C. NOTIFICADO

DIRECCION

TELEFONO

NOMBRE

Y LICENCIA FECHA

NOTIFICACION

ASESOR EN SEGURIDAD ESTRUCTURAL

FIRMA

FIRMA

FIRMA

CEDULA PROF.

FIRMA

DIRECTOR RESPONSABLE DE OBRA

NOMBRE

DIRECCION

TELEFONO

COLONIA

CALLE

FIRMA

PROPIETARIO

NUMERO

R. Ayuntamiento de Monterrey2009 - 2012

FIRMA

RD E

TITULAR

FIRMA

DE SUELO (COS)

DEL SUELO (CUS)

AREA LIBRE

DENSIDAD DE VIVIENDA POR HECTAREA

EXP. CATASTRALREGION MANZANA LOTE

NORMA PROYECTO

COEF. M2 COEF. M2

AREA POR CONSTRUIR

AREA AUTORIZADA

AREA POR REGULARIZARAREA JARDINADA

AREA LIBRE

AREA CAMBIO DE TECHO

AREA POR DEMOLER

m2

m

m

AREA CAMBIO DE TECHO

AREA DE REMODELACION DE FACHADA

BARDA

m2

m2

ml

AREA POR AMPLIAR

AREA EST. TECHADO

AREA POR AUTORIZAR

AREA DE CAMBIO DE USO

USO DE EDIFICACION

AREA POR REGULARIZARAREA CONSTRUIDA

AREA AUTORIZADA

m2

m2

m2m2

m2

m2

m2

PLANO_______ DE __________

PERMITIDO CONDICIONADO

Maestría en Estructuras N. 1751280Ing. Juan Aldasoro Robles

Puerta del Sol #108-1 Col. Sendero San Jeronimo

DAN CHANH QUACH

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

a b

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 elTécnico Responsable de Obra o el Asesor en Seguridad Estructural (ASE) 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, losas, trabes, columnas, castillos, pavimentos y firmes.• Concreto: f’c = 100 kg/cm2 en plantillas de 5 cm de espesor.• 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.• Alambrón para estribos o anillos (#2) el esfuerzo de fluencia del acero será fy = 2,530 kg/cm2.• Block hueco de 12x20x40 con una resistencia mínima a la compresión de 25 kg/cm2, sobre área bruta.• 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 ASE.• En soldadura manual, para espesores iguales o menores a 3 mm se utilizarán electrodos E-6013. Deberá ser revisado y aprobado por el ASE.• 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

1 4

1941

CORTE B -B

Escala 1 : 50

0 50 100 200 300

Nivel -1.50 Desplante50

260.5 238.9 243.6 221.4 221.4 257 254.4 243.9

2

Columna C-1

Trabe T-1

Castillo K-1 Zapata Z-1Muro de block

413

400

Columna C-196.6

880

150

976.6

800

150

880

80

150

273.5

273.5

265.1

265.1

Zapata Z-1Zapata Z-1

Columna C-1

Trabe T-2 Muro de Block

Proyección de Armadura A-1

Columna C-1

3

Trabe T-2

Trabe T-2

Trabe T-2

Trabe T-2

Trabe T-2

Trabe T-2

Trabe T-2

Trabe T-2

Castillo K-1 Castillo K-1 Castillo K-1Castillo K-1

Estribos

E = Estribos

H

H/4

H/2

H/4

Contratrabe

Columna

E#3@10

E#3@20

E#3@10

Detalle típico de ladistribución de los estribos

Columna C-1

Page 230: Memoria de calculo nave industrial 1

INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.www.indusgenesis.com

Puerta del Sol #108Colonia Sendero de San Jerónimo

64659 Monterrey, Nuevo León

JAR

Ofi. 83 33 34 53, Cel. 81 12 69 40 [email protected]

PLANO DE:

CORTE C - C y D - DCLAVE DEL PLANO: MUNICIPIO:

Monterrey, Nuevo LeónE-5 Corte C-C y D-D.vwxG10-10-10002

PLANO:

E-5E-5 Corte C y

D.vwx

PROYECTO: NAVE INDUSTRIALNOMBRE DEL PLANO:

ACOTACIONES:

CentímetrosESCALA:

1:50 Corte

AUTORIZADA

DATOS DEL TERRENO

PROPIETARIO

EXPEDIENTE CATASTRAL

SELLO Y FIRMA DE AUTORIZACION DE LA

NORMATIVIDAD VIGENTE

SECRETARIA DE DESARROLLO URBANO Y ECOLOGIA

POR CONSTRUIR REGULARIZACION DEMOLICION TOTAL

1 NIVEL

TOTAL

OTROS

7 NIVEL

6 NIVEL

5 NIVEL

4 NIVEL

3 NIVEL

2 NIVEL

PLANTA BAJA

SOTANOS

AREAS DE LA CONSTRUCCION

CATASTRO

TOTAL

FRENTE

DERECHOS DE REVISION DE PLANOS

FECHA

FIRMA

TOTAL

FOLIO

SANCIONES

DERECHOS

TIPOAREA

VALORIZACION CATASTRAL

DATOS DEL TERRENO

SIMBOLOGIA

USO SOLICITADO

USO DE SUELO

COEFICIENTE DE UTILIZACION

COEFICIENTE DE OCUPACION

AREA JARDINADA

CAJONES DE ESTACIONAMIENTO

OBSERVACIONES

SUPERFICIE

VALOR UNITARIO

M2

M2

M2

M2

M2

SAL

DO

S 1

2

3 6

5

4

EXPEDIENTE CATASTRAL

REGLAMENTO PARA LAS CONSTRUCCIONES DEL MUNICIPIO DE MONTERREY

SECRETARIA DE DESARROLLO URBANO Y ECOLOGIA

SE APERCIBE AL PROPIETARIO, DIRECTOR RESPONSABLE DE OBRA Y ASESORES QUE DEBERÁN SUJETARSE A LAS DISPOSICIONES CONTENIDAS EN EL

CAPÍTULO TERCERO, ART VIII AL XVI DEL REGLAMENTO PARA LAS CONSTRUCCIONES EN EL MUNICIPIO DE MONTERREY; YA QUE EN CASO DE NO HACERLO

SERÁ ACREEDOR A LAS SANCIONES Y MEDIDAS DE SEGURIDAD EN LOS TERMINOS QUE ESTABLECE ESTE REGLAMENTO.

FRENTE

FONDO

FONDO

AREASELLO Y FIRMA

UBICACION DE LA OBRA DESCRIPCION DE LA OBRA

TO NE R E Y

DAUIC DM

DESCRIPCION

DIRECCION

TELEFONO

CED. PROFESIONAL

NOMBRE

ASESOR EN DISEÑO URBANO Y ARQUITECTONICO

TELEFONO

DIRECCION

NOMBRE

NOMBRE

CED. PROFESIONAL

DIRECCION

PLANOSRECIBI:

C. NOTIFICADOR

C. NOTIFICADO

DIRECCION

TELEFONO

NOMBRE

Y LICENCIA FECHA

NOTIFICACION

ASESOR EN SEGURIDAD ESTRUCTURAL

FIRMA

FIRMA

FIRMA

CEDULA PROF.

FIRMA

DIRECTOR RESPONSABLE DE OBRA

NOMBRE

DIRECCION

TELEFONO

COLONIA

CALLE

FIRMA

PROPIETARIO

NUMERO

R. Ayuntamiento de Monterrey2009 - 2012

FIRMA

RD E

TITULAR

FIRMA

DE SUELO (COS)

DEL SUELO (CUS)

AREA LIBRE

DENSIDAD DE VIVIENDA POR HECTAREA

EXP. CATASTRALREGION MANZANA LOTE

NORMA PROYECTO

COEF. M2 COEF. M2

AREA POR CONSTRUIR

AREA AUTORIZADA

AREA POR REGULARIZARAREA JARDINADA

AREA LIBRE

AREA CAMBIO DE TECHO

AREA POR DEMOLER

m2

m

m

AREA CAMBIO DE TECHO

AREA DE REMODELACION DE FACHADA

BARDA

m2

m2

ml

AREA POR AMPLIAR

AREA EST. TECHADO

AREA POR AUTORIZAR

AREA DE CAMBIO DE USO

USO DE EDIFICACION

AREA POR REGULARIZARAREA CONSTRUIDA

AREA AUTORIZADA

m2

m2

m2m2

m2

m2

m2

PLANO_______ DE __________

PERMITIDO CONDICIONADO

Maestría en Estructuras N. 1751280Ing. Juan Aldasoro Robles

Puerta del Sol #108-1 Col. Sendero San Jeronimo

DAN CHANH QUACH

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

a b

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 elTécnico Responsable de Obra o el Asesor en Seguridad Estructural (ASE) 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, losas, trabes, columnas, castillos, pavimentos y firmes.• Concreto: f’c = 100 kg/cm2 en plantillas de 5 cm de espesor.• 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.• Alambrón para estribos o anillos (#2) el esfuerzo de fluencia del acero será fy = 2,530 kg/cm2.• Block hueco de 12x20x40 con una resistencia mínima a la compresión de 25 kg/cm2, sobre área bruta.• 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 ASE.• En soldadura manual, para espesores iguales o menores a 3 mm se utilizarán electrodos E-6013. Deberá ser revisado y aprobado por el ASE.• 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

AC

40

1313

CORTE C -C

Escala 1 : 50

050100200300

Zapata Z-1

Nivel ±0.00 N.P.T.

Nivel -1.50 Desplante

40 154 154 154 154 154 154 154 154

AC

1313

CORTE D - D

Escala 1 : 50

050100200300

Zapata Z-1

Nivel ±0.00 N.P.T.

Nivel -1.20 Desplante

Columna C-1

Zapata Z-1

413

Zapata Z-1

400Columna C-1

223 210 221 221 224 213

Piso de concreto

80

800

150

880

150

97

977

880

150

Columna C-1Columna C-1

Sección S-4

Armadura A-2

Sección S-4

Armadura A-2Armadura A-2

Armadura A-2Armadura A-2

Sección S-4

Sección S-4

Sección S-4

50

273

273

265

265

Columna C-1

Trabe T-1

Trabe T-2

97

880

150

977

Trabe T-2

Trabe T-2

Trabe T-2

800

150

880

80

150

Columna C-1

Castillo K-1Castillo K-1

Castillo K-1Proyección de Armadura A-1

Pendiente 7.4 %Lamina KR-18

150 150

Nivel -1.50 Desplante

Zapata Z-1

E-31 E-3

1

Trabe T-2

Trabe T-2

Trabe T-2

Trabe T-2

Trabe T-2

Trabe T-2

Trabe T-2

Trabe T-2

Trabe T-2

Trabe T-2

Trabe T-2 Trabe T-2

Page 231: Memoria de calculo nave industrial 1

INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.www.indusgenesis.com

Puerta del Sol #108Colonia Sendero de San Jerónimo

64659 Monterrey, Nuevo León

JAR

Ofi. 83 33 34 53, Cel. 81 12 69 40 [email protected]

PLANO DE:ELEMENTOS Y SECCIÓNES

CLAVE DEL PLANO: MUNICIPIO:Monterrey, Nuevo LeónE-6 Elementos y Secciónes.vwxG10-10-10002

PLANO:

E-6E-6 Elementos y

Secciónes

PROYECTO: NAVE INDUSTRIALNOMBRE DEL PLANO:

ACOTACIONES:

CentímetrosESCALA:

1:50 Planta

AUTORIZADA

DATOS DEL TERRENO

PROPIETARIO

EXPEDIENTE CATASTRAL

SELLO Y FIRMA DE AUTORIZACION DE LA

NORMATIVIDAD VIGENTE

SECRETARIA DE DESARROLLO URBANO Y ECOLOGIA

POR CONSTRUIR REGULARIZACION DEMOLICION TOTAL

1 NIVEL

TOTAL

OTROS

7 NIVEL

6 NIVEL

5 NIVEL

4 NIVEL

3 NIVEL

2 NIVEL

PLANTA BAJA

SOTANOS

AREAS DE LA CONSTRUCCION

CATASTRO

TOTAL

FRENTE

DERECHOS DE REVISION DE PLANOS

FECHA

FIRMA

TOTAL

FOLIO

SANCIONES

DERECHOS

TIPOAREA

VALORIZACION CATASTRAL

DATOS DEL TERRENO

SIMBOLOGIA

USO SOLICITADO

USO DE SUELO

COEFICIENTE DE UTILIZACION

COEFICIENTE DE OCUPACION

AREA JARDINADA

CAJONES DE ESTACIONAMIENTO

OBSERVACIONES

SUPERFICIE

VALOR UNITARIO

M2

M2

M2

M2

M2

SAL

DO

S 1

2

3 6

5

4

EXPEDIENTE CATASTRAL

REGLAMENTO PARA LAS CONSTRUCCIONES DEL MUNICIPIO DE MONTERREY

SECRETARIA DE DESARROLLO URBANO Y ECOLOGIA

SE APERCIBE AL PROPIETARIO, DIRECTOR RESPONSABLE DE OBRA Y ASESORES QUE DEBERÁN SUJETARSE A LAS DISPOSICIONES CONTENIDAS EN EL

CAPÍTULO TERCERO, ART VIII AL XVI DEL REGLAMENTO PARA LAS CONSTRUCCIONES EN EL MUNICIPIO DE MONTERREY; YA QUE EN CASO DE NO HACERLO

SERÁ ACREEDOR A LAS SANCIONES Y MEDIDAS DE SEGURIDAD EN LOS TERMINOS QUE ESTABLECE ESTE REGLAMENTO.

FRENTE

FONDO

FONDO

AREASELLO Y FIRMA

UBICACION DE LA OBRA DESCRIPCION DE LA OBRA

TO NE R E Y

DAUIC DM

DESCRIPCION

DIRECCION

TELEFONO

CED. PROFESIONAL

NOMBRE

ASESOR EN DISEÑO URBANO Y ARQUITECTONICO

TELEFONO

DIRECCION

NOMBRE

NOMBRE

CED. PROFESIONAL

DIRECCION

PLANOSRECIBI:

C. NOTIFICADOR

C. NOTIFICADO

DIRECCION

TELEFONO

NOMBRE

Y LICENCIA FECHA

NOTIFICACION

ASESOR EN SEGURIDAD ESTRUCTURAL

FIRMA

FIRMA

FIRMA

CEDULA PROF.

FIRMA

DIRECTOR RESPONSABLE DE OBRA

NOMBRE

DIRECCION

TELEFONO

COLONIA

CALLE

FIRMA

PROPIETARIO

NUMERO

R. Ayuntamiento de Monterrey2009 - 2012

FIRMA

RD E

TITULAR

FIRMA

DE SUELO (COS)

DEL SUELO (CUS)

AREA LIBRE

DENSIDAD DE VIVIENDA POR HECTAREA

EXP. CATASTRALREGION MANZANA LOTE

NORMA PROYECTO

COEF. M2 COEF. M2

AREA POR CONSTRUIR

AREA AUTORIZADA

AREA POR REGULARIZARAREA JARDINADA

AREA LIBRE

AREA CAMBIO DE TECHO

AREA POR DEMOLER

m2

m

m

AREA CAMBIO DE TECHO

AREA DE REMODELACION DE FACHADA

BARDA

m2

m2

ml

AREA POR AMPLIAR

AREA EST. TECHADO

AREA POR AUTORIZAR

AREA DE CAMBIO DE USO

USO DE EDIFICACION

AREA POR REGULARIZARAREA CONSTRUIDA

AREA AUTORIZADA

m2

m2

m2m2

m2

m2

m2

PLANO_______ DE __________

PERMITIDO CONDICIONADO

Maestría en Estructuras N. 1751280Ing. Juan Aldasoro Robles

Puerta del Sol #108-1 Col. Sendero San Jeronimo

DAN CHANH QUACH

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

a b

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 Asesor en Seguridad Estructural (ASE) 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, losas, trabes, columnas, castillos, pavimentos y firmes.• Concreto: f’c = 100 kg/cm2 en plantillas de 5 cm de espesor.• 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.• Alambrón para estribos o anillos (#2) el esfuerzo de fluencia del acero será fy = 2,530 kg/cm2.• Block hueco de 12x20x40 con una resistencia mínima a la compresión de 25 kg/cm2, sobre área bruta.• 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

0.6

0.6

0.6

5 - 40

5

5

540

40

Soldadura requerida Símbolo

Soldadura de campo

Todo alrededor

Símbolos básicos de soldaduras

Empalme típico paracualquier sección

Tipo45°

Sección

Sección

25 125

150

20

30

10

50

Zapata Z-1ColindanciaEscala 1:10

Concreto

#4 @ 20

#3 @ 20

Nivel -1.50 Desplante

2# 6 lecho superior

2# 6 lecho inferior

Estribos # 3 @ 20

2 # 3

30

30

8 # 4

Estribos # 3 @ 20

Columna C-1

20

12

4 # 3

Estribos de alambrón @20

Castillo K-1 o Trabe T-2

4 # 5 lecho superior

4 # 5 lecho inferior

Estribos # 3 @ 1530

30

Trabe T-1

Contratrabe CT-1

Armadura A-1Escala 1 : 12

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-1

Sección S-1 Sección S-2

Tipo0.5

Tipo0.5

Sección S-1

Sección S-1 Sección S-2Sección S-2

Armadura A-2Escala 1 : 12

3.8

72.4

3.8

80

2.5 152.7 6.1

2.5

150.9

45.00°

90.00°

45.00°

6.1

2.5

Tipo0.3

Tipo0.3

Sección S-3

Sección S-3 Sección S-4

Tipo0.3

Tipo0.3

Sección S-3

Sección S-3 Sección S-4Sección S-4

7.6

7.6

0.5

Tubo cuadrado PTR o HSS de 3 x 0.188 (pul x pul) [USA]Tubo cuadrado [OR] de 76 x 4.8 (mm x mm) [México]

10.2 kg/mEscala 1:2

Sección S-1

5.1

5.1

0.5

Tubo cuadrado PTR o HSS de 2 x 0.188 (pul x pul) [USA]Tubo cuadrado [OR] de 51 x 4.8 (mm x mm) [México]

3.83 kg/mEscala 1:2

Sección S-2

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 1:2

Sección S-3

2.5

2.5

0.2

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 1:2

Sección S-4

Page 232: Memoria de calculo nave industrial 1

MEMORIA DE CALCULO

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