Memoria de calculo nave industrial 1
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Transcript of 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
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
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
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
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
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]
Programas utilizados para elanálisis y diseño estructural
Página 3
NOTA: No todos los programas sonaplicados en este proyecto.
Bowles
Programa para diseño de zapatas de concreto. Programación en Pascal por medio de Inteligencia Artificial.Por Ing. Juan Aldasoro Robles.
Bresler
Programa para diseño de columnas de concreto. Programación en Pascal por medio de Inteligencia Artificial.Por Ing. Juan Aldasoro Robles.
Cargas
Programa para calcular áreas tributarias. Programación en Pascal por medio de Inteligencia Artificial.Por Ing. Juan Aldasoro Robles.
Cargas MF
Programa para calcular las cargas tributarias para el análisis estructural con Multiframe. Programa en Pascal por medio de Inteligencia Artificial.Por Ing. Juan Aldasoro Robles.
Descripción
Programa para calcular deflexiones a largo plazo de elementos de concreto. Programación en Pascal por medio de Inteligencia Artificial.Por Ing. Juan Aldasoro Robles.
Dowrick
Programa para calcular pesos, rigideces, centros de masa y de torsión de las estructuras. Por Ing. Juan Aldasoro Robles.
Ménsula
Programa para diseñar ménsulas de concreto o de acero. Programación en Pascal por medio de Inteligencia Artificial.Por Ing. Juan Aldasoro Robles.
Vector Works
Programa CAD (Computer Aided Design) para dibujar. Por Graphsoft.12
MultiFrame
Programa para análisis estructural tridimensional. Version 10.4.3.Por Formation Design System.
Muro
Programa para diseño de muros de carga de mampostería. Programación en Pascal por medio de Inteligencia Artificial. Por Ing. Juan Aldasoro Robles.
Newmark
Programa para análisis sísmico por el método dinámico. Programación en Pascal por medio de Inteligencia Artificial.Por Ing. Juan Aldasoro Robles.
Park
Programa para diseño de losas macizas de concreto. Programación en Pascal por medio de Inteligencia Artificial. Por Ing. Juan Aldasoro Robles.
Placa Base
Programa para diseñar placas base de acero para apoyos de columnas.Programación en Pascal por medio de Inteligencia Artificial.Por Ing. Juan Aldasoro Robles.Programa para calcular las cargas en la cimentación para diseñar zapatas corridas. Programación en Pascal por medio de Inteligencia Artificial. Por Ing. Juan Aldasoro Robles.Reacciones
Secciones
Programa para dibujar cualquier sección de acero del Manual IMCA. Programación en Pascal por medio de Inteligencia Artificial.Por Ing. Juan Aldasoro Robles.
SectionMaker
Programa para calcular las características geométricas de los elementos estructurales. Version 10.4.3.Por Formation Design System.
Soldadura
Programa para diseñar las soldaduras de cualquier tipo de conexión. Programación en Pascal por medio de Inteligencia Artificial. Por Ing. Juan Aldasoro Robles.
Sotavento
Programa para calcular las fuerzas dinámicas producidas por el viento de huracanes o ráfagas. Programación en Pascal por medio de Inteligencia Artificial. Por Ing. Juan Aldasoro Robles.
SteelDesigner
Programa para diseñar elementos de acero. Version 10.4.3.Por Formation Design System.
Volteo
Programa para calcular la estabilidad de las estructuras contra el volteo. Por Ing. Juan Aldasoro Robles.
Whitney
Programa para diseño de vigas de concreto. Programación en Pascal por medio de Inteligencia Artificial. Por Ing. Juan Aldasoro Robles.
—1. Reglamento de Construcciones del Distrito Federal, Normas Técnicas Complementarias para Diseño y Construcción de Cimentaciones, 2004.—2. Bowles, Joseph E., Foundation Analysis And Design, McGraw Hill, 1982.—3. Aldasoro, Robles Juan, Diseño Asistido por Computadora de Columnas de Concreto, Facultad de Ingeniería, UNAM, México D.F., 1989.—4. Reglamento de Construcciones del Distrito Federal, Normas Técnicas Complementarias para Diseño y Construcción de Estructuras de Concreto, 2004.—5. Diehl Graphsoft Inc, Vector Works, 1998, E-mail: http//www.diehlgraphsoft.com.—6. González Cuevas, Oscar M., Robles F., Francisco, Aspectos Fundamentales del Concreto Reforzado, Limusa, México, D.F., 1985.—7. Formation Design System PYT LTD, Multiframe, 2008, E-mail: http//www.formsys.com.
BIBLIOGRAFIA
Página 4
—8. Bazán Zurita, Enrique, Meli Piralla, Roberto, Manual de Diseño Sísmico de Edificios, Limusa, México, D.F., 1987.—9. Luthe, Rodolfo, Olivera, Antonio, Métodos Numéricos, Limusa, México, D.F., 1988.—10. Park, R, Gamble, W. L., Losas de Concreto Reforzado, Limusa, México, D.F., 1987.—11. DeWolf, John T., Column Base Plate, American Institute of Steel Construction, Chicago Illinois, 1991.—12. Instituto Mexicano de la Construcción en Acero, A.C., Manual de Construcción en Acero, Limusa, México, D.F., 1987.—13. Manual of Steel Construction, Second Edition, Load & Resistance Factor Design, Volumen I, II, American Institute of Steel Construction, Chicago Illinois, 1994.—14. Bresler, Boris, Lin, T.Y., Scalzi, John B., Diseño de Estructuras de Acero, Limusa, México, D.F., 1983.—15. Reglamento de Construcciones del Distrito Federal, Normas Técnicas Complementarias para Diseño por Viento, 25 de febrero de 2004.—16. Comisión Federal de Electricidad, Manual de Diseño de Obras Civiles, Diseño por Viento, Instituto de Investigaciones Eléctricas, México, D.F., 2004.—17. Steel Construction Manual, Allowable Stress Design Ninth Edition, American Institute of Steel Construction, Chicago Illinois, 1989.—18. Wang, Chu-Kia, Salmon, Charles G., Reinforced Concrete Design, Fourth Edition, Harper & Row, Publishers, New York, 1985.
Página 5
INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A. DE C.V.
Industrias Génesis es una empresa que ha proporcionado servicios de ingeniería y construcción a clientes de los sectores público y privado desde 1994, antes llamada Génesis Diseño Estructural. A partir del 2003 cambia de nombre y razón social a Industrias Génesis y Construcciones, S.A. de C.V.
Industrias Génesis se dedica al diseño o construcción de obras de infraestructura, construcción urbana e industrial, con mayor presencia y solidez vinculada a la calidad, la seguridad y el medio ambiente.
Ejerciendo una mayor selectividad en la contratación, con riesgos identificados y mayor rigor y precisión en sus controles, Industrias Génesis proseguirá con la entrega puntual y oportuna de los proyectos o construcciones que le sean encomendados. De igual forma, impulsará el desarrollo del personal con alto potencial, para retener y acrecentar el capital intelectual competitivo que exige la globalización.
La misión de Industrias Génesis es ser una empresa en el desarrollo, construcción y operación de infraestructura, con vocación de servicio al cliente, capacidad técnica siempre actualizada, ética profesional y calidad invariable en el cumplimiento de sus compromisos.
Industrias Génesis asumió un verdadero compromiso ambiental, al desarrollar sus obras procurando la conservación de los recursos naturales y contribuyendo al mejoramiento de la calidad de vida de las comunidades en todas las regiones donde tenga presencia, cumpliendo con las normas vigentes y de protección al medio ambiente.
Industrias Génesis y Construcciones, S. A. de C.V. ha participado en más de 3,000 proyectos estructurales, de construcción y haber patentado dos sistemas constructivos Muro Génesis© y Losa Génesis©.
Professional [email protected]
INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.
www.indusgenesis.com
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.
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
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
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
INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.
www.indusgenesis.com
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
jueves, 20 de enero de 2011 Page 1
Multiframe4D Version 12.11 X:\Multiframe\Nave Montemayor MF\Nave Montemayor.mfd
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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’
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
Multiframe4D Version 12.11 Nave Montemayor
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
Multiframe4D Version 12.11 Nave Montemayor
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
Multiframe4D Version 12.11 Nave Montemayor
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
Multiframe4D Version 12.11 Nave Montemayor
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
jueves, 20 de enero de 2011 Page 5
Multiframe4D Version 12.11 Nave Montemayor
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
jueves, 20 de enero de 2011 Page 6
Multiframe4D Version 12.11 Nave Montemayor
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
563 309 326 80.40 90.00 90.00
573 326 319 112.71 -39.51 0.00
574 322 323 158.79 5.71 0.00
575 319 338 112.71 50.93 -0.00
576 323 324 79.39 5.71 0.00
577 338 320 112.71 -39.51 0.00
578 324 325 79.39 5.71 0.00
579 320 340 112.71 50.93 0.00
580 340 322 112.71 -39.51 0.00
581 325 336 158.79 5.71 0.00
582 327 1813 78.05 0.00 -0.00
591 322 343 112.71 50.93 0.00
jueves, 20 de enero de 2011 Page 7
Multiframe4D Version 12.11 Nave Montemayor
Member Geometry (Continued)
Member Label Joint1 Joint2 Length Slope Orient.cm deg deg
592 326 338 158.79 5.71 -0.00
593 308 352 199.60 90.00 90.00
594 336 337 79.39 5.71 0.00
595 343 323 112.71 -39.51 0.00
596 337 339 79.39 5.71 0.00
597 323 345 112.71 50.93 0.00
598 338 340 158.79 5.71 0.00
599 345 325 112.71 -39.51 0.00
600 339 341 158.79 5.71 0.00
601 325 348 112.71 50.93 0.00
602 340 343 158.79 5.71 0.00
603 341 342 79.39 5.71 0.00
604 348 336 112.71 -39.51 0.00
605 342 344 79.39 5.71 0.00
606 336 350 112.71 50.93 0.00
607 343 345 158.79 5.71 0.00
608 350 339 112.71 -39.51 0.00
609 344 346 158.79 5.71 0.00
610 339 353 112.71 50.93 0.00
611 345 348 158.79 5.71 0.00
612 346 347 79.39 5.71 0.00
613 353 341 112.71 -39.51 0.00
614 347 349 79.39 5.71 0.00
615 341 354 112.71 50.93 0.00
616 348 350 158.79 5.71 0.00
617 354 344 112.71 -39.51 0.00
618 349 351 158.79 5.71 0.00
619 344 355 112.71 50.93 0.00
620 350 353 158.79 5.71 0.00
621 351 352 71.39 5.71 0.00
622 355 346 112.71 -39.51 -180.00
623 346 356 112.71 50.93 0.00
624 353 354 158.79 5.71 0.00
625 356 349 112.71 -39.51 0.00
626 349 357 112.71 50.93 0.00
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jueves, 20 de enero de 2011 Page 8
Multiframe4D Version 12.11 Nave Montemayor
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jueves, 20 de enero de 2011 Page 9
Multiframe4D Version 12.11 Nave Montemayor
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jueves, 20 de enero de 2011 Page 10
Multiframe4D Version 12.11 Nave Montemayor
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jueves, 20 de enero de 2011 Page 11
Multiframe4D Version 12.11 Nave Montemayor
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jueves, 20 de enero de 2011 Page 12
Multiframe4D Version 12.11 Nave Montemayor
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jueves, 20 de enero de 2011 Page 13
Multiframe4D Version 12.11 Nave Montemayor
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jueves, 20 de enero de 2011 Page 14
Multiframe4D Version 12.11 Nave Montemayor
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1559 755 852 280.00 90.00 0.00
1560 761 853 280.14 90.00 90.00
1561 767 854 280.27 90.00 90.00
1562 773 855 280.41 90.00 90.00
1563 779 856 280.54 90.00 90.00
1564 785 857 280.68 90.00 90.00
1565 791 858 280.81 90.00 90.00
1566 797 859 284.54 90.00 0.00
1576 853 852 270.86 -0.03 -0.00
1577 854 853 270.86 -0.03 -0.00
1578 855 854 270.86 -0.03 -0.00
1579 856 855 270.86 -0.03 -0.00
1580 857 856 270.86 -0.03 -0.00
1581 858 857 270.86 -0.03 -0.00
1582 859 858 270.88 -0.79 -0.00
1583 860 859 253.67 0.00 0.00
1592 852 869 280.00 90.00 0.00
1593 853 870 280.14 90.00 90.00
1594 854 871 280.27 90.00 90.00
1595 855 872 280.41 90.00 90.00
1596 856 873 280.54 90.00 90.00
1597 857 874 280.68 90.00 90.00
1598 858 1388 34.60 89.15 90.00
1599 859 876 277.29 90.00 0.00
1609 870 869 270.86 -0.06 -0.00
1610 871 870 270.86 -0.06 -0.00
1611 872 871 270.86 -0.06 -0.00
1612 873 872 270.86 -0.06 -0.00
1613 874 873 270.86 -0.06 -0.00
1614 875 874 270.86 -0.06 -0.00
1615 876 875 270.86 -0.04 -0.00
1616 877 876 253.67 0.00 0.00
1625 869 886 199.60 90.00 0.00
1626 876 887 200.13 90.00 0.00
1630 870 892 280.14 90.00 90.00
1631 871 894 280.27 90.00 90.00
1632 872 896 280.41 90.00 90.00
1633 873 898 280.54 90.00 90.00
1634 874 900 280.68 90.00 90.00
1635 875 1383 69.20 89.65 90.00
1642 886 891 80.40 90.00 0.00
1643 887 904 80.89 90.00 0.00
1647 892 1633 9.67 -1.36 -0.00
1648 893 1617 25.80 -0.72 -0.00
1649 894 1585 19.34 -1.36 -0.00
1650 895 1569 18.27 -1.66 -0.00
1651 896 1537 29.02 -1.36 -0.00
1652 897 1521 10.76 -3.90 -0.00
1653 898 1489 38.69 -1.36 -0.00
1654 899 1473 3.34 -16.23 -0.00
1655 900 1465 178.95 -0.40 -0.00
1656 901 900 34.40 -0.09 -0.00
1657 902 901 236.46 -0.09 -0.00
1658 903 902 17.20 -0.09 -0.00
1659 904 903 253.66 -0.09 -0.00
1660 905 904 253.67 0.00 -0.00
jueves, 20 de enero de 2011 Page 15
Multiframe4D Version 12.11 Nave Montemayor
Member Geometry (Continued)
Member Label Joint1 Joint2 Length Slope Orient.cm deg deg
1703 1383 902 211.62 89.89 90.00
1704 1388 875 246.22 89.88 90.00
1705 1465 899 40.33 1.29 -0.00
1706 1473 1481 43.53 -0.04 -0.00
1707 1481 898 4.93 10.35 -0.00
1708 1489 1497 43.53 -0.04 -0.00
1709 1497 1505 43.53 -0.04 -0.00
1710 1505 1513 43.53 -0.04 -0.00
1711 1513 897 32.80 1.23 -0.00
1712 1521 1529 43.53 -0.04 -0.00
1713 1529 896 14.54 2.59 -0.00
1714 1537 1545 43.53 -0.04 -0.00
1715 1545 1553 43.53 -0.04 -0.00
1716 1553 1561 43.53 -0.04 -0.00
1717 1561 895 25.27 1.13 -0.00
1718 1569 1577 43.53 -0.04 -0.00
1719 1577 894 24.20 1.01 -0.00
1720 1585 1593 43.53 -0.04 -0.00
1721 1593 1601 43.53 -0.04 -0.00
1722 1601 1609 43.53 -0.04 -0.00
1723 1609 893 17.74 0.95 -0.00
1724 1617 1625 43.53 -0.04 -0.00
1725 1625 892 33.86 0.34 -0.00
1726 1633 1641 43.53 -0.04 -0.00
1727 1641 1649 43.53 -0.04 -0.00
1728 1649 1657 43.53 -0.04 -0.00
1729 1657 1665 43.53 -0.04 -0.00
1730 1665 1673 43.53 -0.04 -0.00
1731 1673 891 43.53 -0.04 -0.00
1749 1813 1819 87.81 0.00 -0.00
1750 1819 326 87.81 0.00 -0.00
1779 1971 1977 45.53 0.00 0.00
1780 1977 1983 45.53 0.00 0.00
1781 1983 1989 45.53 0.00 0.00
1782 1989 326 45.53 0.00 0.00
1804 2185 2193 48.16 0.00 -0.00
1805 2193 2201 48.16 0.00 -0.00
1806 2201 358 65.58 0.00 -0.00
1807 2216 2224 48.16 0.00 0.00
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
1811 2248 406 33.20 0.00 0.00
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
Member Label Px' Tx' My' Mz' Member Type Self Weight423 Rigid/Rigid Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Yes
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
jueves, 20 de enero de 2011 Page 16
Multiframe4D Version 12.11 Nave Montemayor
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
jueves, 20 de enero de 2011 Page 17
Multiframe4D Version 12.11 Nave Montemayor
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
jueves, 20 de enero de 2011 Page 18
Multiframe4D Version 12.11 Nave Montemayor
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
jueves, 20 de enero de 2011 Page 19
Multiframe4D Version 12.11 Nave Montemayor
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
jueves, 20 de enero de 2011 Page 20
Multiframe4D Version 12.11 Nave Montemayor
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
jueves, 20 de enero de 2011 Page 21
Multiframe4D Version 12.11 Nave Montemayor
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
jueves, 20 de enero de 2011 Page 22
Multiframe4D Version 12.11 Nave Montemayor
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
jueves, 20 de enero de 2011 Page 23
Multiframe4D Version 12.11 Nave Montemayor
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
jueves, 20 de enero de 2011 Page 24
Multiframe4D Version 12.11 Nave Montemayor
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
jueves, 20 de enero de 2011 Page 25
Multiframe4D Version 12.11 Nave Montemayor
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
jueves, 20 de enero de 2011 Page 26
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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
jueves, 20 de enero de 2011 Page 27
Multiframe4D Version 12.11 Nave Montemayor
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
jueves, 20 de enero de 2011 Page 28
Multiframe4D Version 12.11 Nave Montemayor
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
jueves, 20 de enero de 2011 Page 29
Multiframe4D Version 12.11 Nave Montemayor
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
jueves, 20 de enero de 2011 Page 30
Multiframe4D Version 12.11 Nave Montemayor
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
jueves, 20 de enero de 2011 Page 31
Multiframe4D Version 12.11 Nave Montemayor
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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Multiframe4D Version 12.11 Nave Montemayor
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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Multiframe4D Version 12.11 Nave Montemayor
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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Multiframe4D Version 12.11 Nave Montemayor
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
jueves, 20 de enero de 2011 Page 35
Multiframe4D Version 12.11 Nave Montemayor
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
jueves, 20 de enero de 2011 Page 36
Multiframe4D Version 12.11 Nave Montemayor
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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Multiframe4D Version 12.11 Nave Montemayor
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
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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
Multiframe4D Version 12.11 Nave Montemayor
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
Multiframe4D Version 12.11 Nave Montemayor
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 -
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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
Multiframe4D Version 12.11 Nave Montemayor
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
Multiframe4D Version 12.11 Nave Montemayor
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
Multiframe4D Version 12.11 Nave Montemayor
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
Multiframe4D Version 12.11 Nave Montemayor
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 -
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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
Multiframe4D Version 12.11 Nave Montemayor
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 -
1012 Wy Uniform - - -3.01 -
1012 Wy Uniform - - -22.40 -
1033 Wy Uniform - - -2.70 -
1034 Wy Uniform - - -3.05 -
1035 Wy Uniform - - -2.51 -
1036 Wy Uniform - - -3.00 -
1037 Wy Uniform - - -2.54 -
1038 Wy Uniform - - -2.93 -
1039 Wy Uniform - - -2.58 -
1040 Wy Uniform - - -2.86 -
1041 Wy Uniform - - -2.62 -
1042 Wy Uniform - - -2.80 -
1043 Wy Uniform - - -2.66 -
1044 Wy Uniform - - -2.75 -
1045 Wy Uniform - - -2.70 -
1046 Wy Uniform - - -2.78 -
1076 Wy Uniform - - -3.01 -
1076 Wy Uniform - - -22.40 -
1076 Wy Uniform - - -22.40 -
1077 Wy Uniform - - -9.93 -
1078 Wy Uniform - - -2.73 -
1079 Wy Uniform - - -3.01 -
1080 Wy Uniform - - -3.01 -
1081 Wy Uniform - - -3.01 -
1082 Wy Uniform - - -3.01 -
1083 Wy Uniform - - -3.01 -
1084 Wy Uniform - - -3.01 -
jueves, 20 de enero de 2011 Page 45
Multiframe4D Version 12.11 Nave Montemayor
Member Loads - Dis. Grav.
Member Label Load Shape Left Dist Right Dist Left Mag Right Magcm cm kg,kg-m kg,kg-m
1085 Wy Uniform - - -3.01 -
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 -
1109 Wy Uniform - - -22.40 -
1109 Wy Uniform - - -3.01 -
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 -
1121 Wy Uniform - - -10.00 -
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 -
1141 Wy Uniform - - -22.40 -
1141 Wy Uniform - - -22.40 -
1141 Wy Uniform - - -3.01 -
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 -
1148 Wy Uniform - - -3.05 -
1149 Wy Uniform - - -8.55 -
1150 Wy Uniform - - -10.59 -
1154 Wy Uniform - - -3.01 -
1155 Wx' Uniform - - -80.61 -
1156 Wy Uniform - - -81908.85 -
1157 Wx' Uniform - - -80.61 -
1158 Wy Uniform - - -3.01 -
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 -
1163 Wy Uniform - - -22.40 -
1164 Wy Uniform - - -3.01 -
1164 Wy Uniform - - -22.40 -
1164 Wy Uniform - - -22.40 -
1165 Wy Uniform - - -22.40 -
1165 Wy Uniform - - -22.40 -
1165 Wy Uniform - - -3.01 -
1166 Wy Uniform - - -3.01 -
1166 Wy Uniform - - -22.40 -
1166 Wy Uniform - - -22.40 -
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jueves, 20 de enero de 2011 Page 46
Multiframe4D Version 12.11 Nave Montemayor
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jueves, 20 de enero de 2011 Page 47
Multiframe4D Version 12.11 Nave Montemayor
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jueves, 20 de enero de 2011 Page 48
Multiframe4D Version 12.11 Nave Montemayor
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jueves, 20 de enero de 2011 Page 49
Multiframe4D Version 12.11 Nave Montemayor
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jueves, 20 de enero de 2011 Page 50
Multiframe4D Version 12.11 Nave Montemayor
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jueves, 20 de enero de 2011 Page 51
Multiframe4D Version 12.11 Nave Montemayor
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jueves, 20 de enero de 2011 Page 52
Multiframe4D Version 12.11 Nave Montemayor
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jueves, 20 de enero de 2011 Page 53
Multiframe4D Version 12.11 Nave Montemayor
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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Multiframe4D Version 12.11 Nave Montemayor
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
jueves, 20 de enero de 2011 Page 55
Multiframe4D Version 12.11 Nave Montemayor
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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Multiframe4D Version 12.11 Nave Montemayor
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 Displacements
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
jueves, 20 de enero de 2011 Page 62
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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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Multiframe4D Version 12.11 Nave Montemayor
Member Actions
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 Actions
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
jueves, 20 de enero de 2011 Page 69
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Member Actions
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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Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
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
jueves, 20 de enero de 2011 Page 71
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Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
-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
jueves, 20 de enero de 2011 Page 72
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Member Actions
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
jueves, 20 de enero de 2011 Page 73
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Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
-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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Multiframe4D Version 12.11 Nave Montemayor
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
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
jueves, 20 de enero de 2011 Page 75
Multiframe4D Version 12.11 Nave Montemayor
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
-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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Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
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
jueves, 20 de enero de 2011 Page 77
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Member Actions
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
jueves, 20 de enero de 2011 Page 78
Multiframe4D Version 12.11 Nave Montemayor
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
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
jueves, 20 de enero de 2011 Page 79
Multiframe4D Version 12.11 Nave Montemayor
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
-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
jueves, 20 de enero de 2011 Page 80
Multiframe4D Version 12.11 Nave Montemayor
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
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
jueves, 20 de enero de 2011 Page 81
Multiframe4D Version 12.11 Nave Montemayor
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
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
jueves, 20 de enero de 2011 Page 82
Multiframe4D Version 12.11 Nave Montemayor
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
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
jueves, 20 de enero de 2011 Page 83
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Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
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
jueves, 20 de enero de 2011 Page 84
Multiframe4D Version 12.11 Nave Montemayor
Member Actions
Member Load Case Px' Vy' Vz' Tx' My' Mz'kg kg kg kg-m kg-m kg-m
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
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
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
INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.
www.indusgenesis.com
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
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
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
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
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:
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 (*)
(©) 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 (*)
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
Professional Member
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
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
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
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
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
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
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
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
MEMORIA DE CALCULO
Esta obra se acabó de imprimir
AARJ610419PP7
ALDASORO ROBLES JUAN
163
Viernes, 21 de Enero de 2011, 12:48:22 PM
© Industrias Génesis y Constrcucciones, S.A. de C.V.
Derechos Reservados © 2003
Las características de esta edición son propiedad delIng. Juan Aldasoro Robles
© Industrias Génesis y Construcciones, S.A de C.V.Puerta del Sol 108-1
Sendero San JerónimoTel. (81) 83 33 34 53, Celular 81 12 69 40 85
e-Mail [email protected]
INDUSTRIAS GENESIS YCONSTRUCCIONES, S.A DE C.V.
www.indusgenesis.com