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DISEÑO ESTRUCTURAL
REFORAZAMIENTO EDIFICIO COLEGIO DE LA
COOPERATIVA PARA LA EDUCACION COMFENALCO
SANTANDER Calle 37 #21-36
BARRIO BOLIVAR - BUCARAMANGA
CALCULO:
OTONIEL DIAZ PEDRAZA
INGENIERO CIVIL MAT 68202-28190 STDER
BUCARAMANGA, SANTANDER, COLOMBIA
1 OBJETIVOS
De acuerdo a la norma nsr10 en el capítulo A-10 se hace necesario
realizar un estudio de actualización de las estructuras existentes
construidas con anterioridad. El propósito es que la edificación
resista mayores cargas dinámicas y estáticas sin llegar al colapso.
Para esto es necesario hacer el análisis de esta estructura ante
los nuevos requisitos exigidos por la norma sismo resistente.
En el caso presente estaremos presentando los análisis resultados
de los estudios para adecuar la estructura del colegio Comfenalco
Santander ante lo exigido por la nueva norma.
Se plantea la siguiente la siguiente metodología para el presente
caso:
1. Planos arquitectónicos iniciales y finales de la construcción
actual
2. Planos estructurales iniciales y finales de la construcción
actual
3. Estado y evaluación preliminar de la estructura
4. Estudio y evaluación de estado de materiales
5. Identificación de danos si existen.
6. Estudio de vulnerabilidad sísmica
7. Determinación de solución para mejorar el desempeño
8. Planos de construcción.
2 INVESTIGACION PRELIMINAR
De acuerdo a la fecha de construcción, se indago ante las oficinas
de planeación municipal de la ciudad de Bucaramanga, la posibilidad
de encontrar el material de planos arquitectónico y estructurales
del predio en mención.
En la oficina de archivos de planeación de Bucaramanga, se encontró
el siguiente material.
2.1 LICENCIA DE CONSTRUCCION Y PLANOS ESTRUCTURALES.
En oficina de archivo se encontró el siguiente material del diseño
arquitectónico y del diseño estructural:
REFORMA A CONSTRUCCION AÑO 2010.
En el año 2010 igualmente se hicieron unas reformas en la
circulación posterior adosando a la estructura existente una rampa
para acceder a la terraza en donde funciona un polideportivo.
3 ESTUDIOS TECNICOS REALIZADOS
La configuración geométrica en planta y perfil de la construcción
por evaluar es necesaria para la modelación y determinación de
solución final que permita dar al edificio un reforzamiento
estructural aceptable.
Al contar con este material no se hace necesario ningún tipo de
levantamiento preliminar sino la confrontación de lo que existe
con lo proyectado.
Conocidos los aspectos generales de la construcción que se va a
evaluar se hizo necesario realizar una visita preliminar, en la
cual se buscó identificar el nivel de daño general que tiene la
estructura y el tipo de ensayos y acciones (de ser necesarios) por
seguir, para poder decidir si es preciso intervenir la estructura.
En la visita preliminar se constató que en el predio en mención se
encuentra construida una edificación de acuerdo a lo consignado en
los planos arquitectónicos y estructurales, debidamente aprobados
y con igual uso para el que fue diseñado.
Se pudo observar en sitio que no existe ningún miembro estructural
con afectaciones, dilataciones o fisuramientos, por lo que se puede
decir que el estado es bueno.
De acuerdo a esto se procedió a realizar un estudio de materiales
y un estudio geotécnico, que nos permitirán contar con variables
de materiales para efectos de modelación.
3.1 ESTUDIO DE MATERIALES QUE COMPONEN LA ESTRUCTURA.
De acuerdo a este estudio las Especificaciones de materiales que
se utilizarán en la modelación serán las siguientes:
Concreto fc=210 kg/cm2.
Acero longitudinal: Fy=4200 kg/cm2
Acero transversal: Fy=4200 kg/cm2.
Se relaciona a continuación todo el procedimiento efectuado en
sitio para la obra construida.
VER ANEXO 1.
3.2 ESTUDIO DE SUELOS
Se realizó un completo estudio geotécnico, realizado a partir de
las directrices trazadas por la noema NSR10.
De acuerdo a este estudio los datos necesarios para la modelación
y revisión de cimentación son los siguientes:
Zona de amenaza sísmica: alta
Tipo de suelo: D
Capacidad portante del suelo: 34 tn/m2
Profundidad de desplante: H =1.50 mt
Coeficiente de importancia I: I=1.25
Categoría de la unidad de construcción: media
Coeficientes de amplificación para la ciudad de Bucaramanga son:
Aa=0.25 Fa=1.15 Ae=0.15
Av=0.25 Fv=1.55 Ad=0.09
Se anexa a continuación la totalidad del estudio de suelos
realizado en el sitio.
VER ANEXO 2.
4 ANALISIS DE VULNERABILIDAD SISMICA
Luego de tener los planos detallados del edificio colegio Comfenalco calle 37 #21-36 y de haber
realizado la investigación detallada del mismo, se empezó con el estudio de vulnerabilidad sísmica.
Esto se llevó a cabo de forma paralela al diagnóstico patológico de la estructura. Para esto se realizó
un análisis dinámico computarizado por el método de los elementos finitos, a continuación se
muestran el procedimiento que se hizo para realizar dicho estudio:
4.1 Evaluación de la estructura existente.
Lo primero que se realizó fue la elaboración de la geometría del modelo estructural del edificio
colegio comfenalco, tomando como referencia fundamentalmente planos detallados de este.
Modelo en 3D
Para ello se empleó un software de análisis y diseño estructural como lo es SAP2000.
Este programa basa sus cálculos y análisis en el método de los elementos finitos. Este software es
utilizado en este caso en particular.
Primeramente se hace un modelamiento de la geometría del edificio.
Luego se asignaron las propiedades de los diferentes materiales que componen la estructura, tales
como peso específico, módulo de elasticidad, resistencia del concreto, resistencia del acero
longitudinal y acero transversal; todo de acuerdo a los estudios realizados en el estudio de patología
y estudio de suelos.
4.2 DIMENSIONES DE LOS ELEMENTOS ESTRUCTURALES
Columnas de 40*40
Columnas de 50*50
Columnas de 30*30
Vigas 30*35
Vigas de 30*45
Viguetas 10*35 cm
4.3 ESPECIFICACIONES DE MATERIALES UTILIZADOS:
Concreto Fc=210 kg/cm2
Aceros Fy=4200 kg/cm2 para los refuerzos longitudinales
Fy=2400 kg/cm2 para refuerzos transversales.
4.4 EVALUACIÓN DE CARGAS:
Las solicitaciones verticales, dentro de las que encontramos el peso propio de la estructura, la carga
viva de la misma la cual obedece al uso que se le está dando a la estructura.
Para la evaluación de cargas se tiene en cuenta las recomendaciones de la norma NSR10 para este
efecto. Se tienen en cuenta cargas muertas de la estructura y cargas vivas. Las cargas determinadas
son las siguientes:
CALCULO DE CARGAS
Entrepiso tipo
e= 0.45 mt.
DETERMINACION DE CARGA MUERTA
Concreto: viguetas 0.1370 Tn/M2
plaqueta 0.1200 Tn/M2
caseton: 0.0200 Tn/M2
Mortero de nivelacion: 0.0300 Tn/M2
Ceramica: 0.0300 Tn/M2
Torta de apoyo caseton: 0.0100 Tn/M2
Posibles tabiques: 0.1000 Tn/M2
TOTAL C. M. = 0.4470 Tn/M2
DETERMINACION CARGA VIVA
de acuerdo a la norma NSR10 articulo B.4.2.1 la carga viva
para colegio es:
TOTAL C. V.= 0.200 Tn/M2
de acuerdo a la norma NSR 10 articulo B.4.2.1 la carga viva
para pasillos es:
TOTAL C. V.= 0.500 Tn/M2
Para escaleras utilizar las siguientes cargas:
CALCULO DE CARGAS
ESCALERAS
Espesor de la plaqueta: 0.200 cm
Concreto: Plaqueta 0.5280 Tn/M2
Pasos 0.1800 Tn/M2
caseton: 0.0000 Tn/M2
Posibles tabiques: 0.1500 Tn/M2
Acabados: 0.1500 Tn/M2
TOTAL C. M. = 1.0080 Tn/M2
DETERMINACION CARGA VIVA
de acuerdo a la norma NSR 10 B.4.2.1 la carga viva para escaleras es:
TOTAL C. V.= 0.300 Tn/M2
4.5 DETERMINACION DE FUERZAS HORIZONTALES.
El otro tipo de solicitación es la de tipo Horizontal, más específicamente la acción de un eventual
sismo.
De acuerdo a las especificaciones de la NSR-10, se identificaron los parámetros propios de la
localización de la estructura y las características del suelo sobre el cual se construyo.
El software sap2000 permite la introducción del espectro de diseño, a partir del cual se calcula los
efectos del sismo dependiendo de la masa de la estructura y las restricciones de la misma.
En primera instancia se determinaron los valores de los parámetros sísmicos de acuerdo a la
localización, a las propiedades del suelo y a las características de la estructura.
El espectro sísmico y demás parámetros sísmicos es el siguiente:
Para el análisis de vulnerabilidad sísmica del edificio se planteó que la estructura estaba empotrada
totalmente en la base.
En el transcurso de este paso, finalmente se ejecutaron los análisis definitivos de la estructura
considerando las restricciones planteados previamente y todas las solicitaciones anteriormente
determinadas.
4.6 RESUMEN DE PARÁMETROS SÍSMICOS UTILIZADOS.
Calculo del cortante basal dinámico.
Estos datos se deben tener en cuenta para el cálculo de ajuste.
4.7 ANALISIS ESTRUCTURAL.
Se debe hacer un análisis elástico de la estructura existente, que debe contemplar las nuevas cargas
y solicitaciones sísmicas de acuerdo a la norma nsr10.
Una vez hecho el análisis se debe determinar:
los índices de flexibilidad por cargas laterales, como el máximo cociente entre la deriva obtenida y la
deriva máxima permitida por la norma nsr10
Índice de sobreesfuerzo, obtenido como el máximo cociente Cu/Cn. En donde Cu es la capacidad
máxima resistente por el elemento y las fuerzas solicitadas.
Tomando el inverso de los índices de flexibilidad y sobreesfuerzo se determina el valor de la
vulnerabilidad de la estructura como una fracción de la rigidez y la resistencia de la misma.
Para el análisis no elástico de la estructura se utilizó el método de análisis incremental de colapso, o
análisis pushover, dando como resultado la gráfica demanda-capacidad, mediante la cual se evalúa
el desempeño de la estructura. La curva es convertida en un espectro por capacidad que relaciona
los desplazamientos con las aceleraciones, que al ser superpuesto en una gráfica con el espectro
inelástico, produce una intersección que el desempeño. De este punto se determina las acciones o
requerimientos de reforzamiento que se deben hacer para mejorar su comportamiento.
Se debe verificar el patrón de falla en los diferentes pórticos.
resultados del análisis sísmico. S A P 2 0 0 0 (R)
Structural Analysis Programs
Nonlinear Version 7.10
Copyright (C) 1978-1999
COMPUTERS AND STRUCTURES, INC.
All rights reserved
This copy of SAP2000 is for the exclusive use of
THE LICENSEE
Unauthorized use is in violation of Federal copyright laws
It is the responsibility of the user to verify all
results produced by this program
8 Apr 2019 14:16:43
Program SAP2000 Nonlinear Version 7.10 File:COMF14SREP.OUT
Page
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LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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CENTER OF MASS
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LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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GLOBAL U1 U2 U3
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LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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CONS BODY90 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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CENTER OF MASS
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CONS BODY92 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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CENTER OF MASS
GLOBAL U1 U2 U3
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CONS BODY93 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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CENTER OF MASS
GLOBAL U1 U2 U3
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CONS BODY94 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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CENTER OF MASS
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CONS BODY95 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
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CENTER OF MASS
GLOBAL U1 U2 U3
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CONS BODY96 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
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CENTER OF MASS
GLOBAL U1 U2 U3
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CONS BODY97 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
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CENTER OF MASS
GLOBAL U1 U2 U3
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Z 326.771700 326.771700 326.771700
CONS BODY98 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
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CENTER OF MASS
GLOBAL U1 U2 U3
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Z 326.771700 326.771700 326.771700
CONS BODY99 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
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CENTER OF MASS
GLOBAL U1 U2 U3
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CONS DIAPH1 ================== TYPE = DIAPH, NORMAL DIRECTION = U3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
2.641895 2.641895 .000000 .000000 .000000 782628.369
CENTER OF MASS
GLOBAL U1 U2 U3
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CONS DIAPH2 ================== TYPE = DIAPH, NORMAL DIRECTION = U3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
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CENTER OF MASS
GLOBAL U1 U2 U3
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CONS DIAPH3 ================== TYPE = DIAPH, NORMAL DIRECTION = U3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
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CENTER OF MASS
GLOBAL U1 U2 U3
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CONS DIAPH4 ================== TYPE = DIAPH, NORMAL DIRECTION = U3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
2.360835 2.360835 .000000 .000000 .000000 646030.827
CENTER OF MASS
GLOBAL U1 U2 U3
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CONS BODY100 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
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CENTER OF MASS
GLOBAL U1 U2 U3
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CONS BODY102 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
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CENTER OF MASS
GLOBAL U1 U2 U3
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CONS BODY104 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
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CENTER OF MASS
GLOBAL U1 U2 U3
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CONS BODY105 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
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CENTER OF MASS
GLOBAL U1 U2 U3
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CONS BODY106 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
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CENTER OF MASS
GLOBAL U1 U2 U3
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CONS BODY107 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
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CENTER OF MASS
GLOBAL U1 U2 U3
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CONS BODY108 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.010500 0.010500 0.010500 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 846.456700 846.456700 846.456700
Y 183.070900 183.070900 183.070900
Z 326.771700 326.771700 326.771700
CONS BODY109 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.012119 0.012119 0.012119 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 161.417300 161.417300 161.417300
Y 86.614170 86.614170 86.614170
Z 326.771700 326.771700 326.771700
CONS BODY111 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.018133 0.018133 0.018133 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 389.763800 389.763800 389.763800
Y 86.614170 86.614170 86.614170
Z 326.771700 326.771700 326.771700
CONS BODY112 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.018133 0.018133 0.018133 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 618.110200 618.110200 618.110200
Y 86.614170 86.614170 86.614170
Z 326.771700 326.771700 326.771700
CONS BODY113 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.012119 0.012119 0.012119 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 846.456700 846.456700 846.456700
Y 86.614170 86.614170 86.614170
Z 326.771700 326.771700 326.771700
CONS BODY120 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.003793 0.003793 0.003793 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 102.362200 102.362200 102.362200
Y 1324.803 1324.803 1324.803
Z 429.133900 429.133900 429.133900
CONS BODY121 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.003793 0.003793 0.003793 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 903.543300 903.543300 903.543300
Y 1324.803 1324.803 1324.803
Z 429.133900 429.133900 429.133900
Program SAP2000 Nonlinear Version 7.10 File:COMF14SREP.OUT
Page
2
D I S P L A C E M E N T D E G R E E S O F F R E E D O M
(A) = Active DOF, equilibrium equation
(-) = Restrained DOF, reaction computed
(+) = Constrained DOF
( ) = Null DOF
JOINTS UX UY UZ RX RY RZ
1 A A A A A A
2 TO 11 + + A A A +
14 A A A A A A
15 TO 28 + + + + + +
29 - - - - - -
30 TO 31 A A A A A A
32 + + A A A +
33 - - - - - -
34 A A A A A A
35 + + A A A +
36 - - - - - -
37 A A A A A A
38 TO 55 + + + + + +
58 + + A A A +
59 - - - - - -
60 A A A A A A
61 + + A A A +
62 - - - - - -
63 A A A A A A
64 + + A A A +
65 - - - - - -
66 A A A A A A
67 + + A A A +
68 TO 69 A A A A A A
70 + + A A A +
78 TO 98 A A A A A A
A1 - - - - - -
A2 TO A5 + + A A A +
B1 - - - - - -
B2 TO B5 + + A A A +
C1 - - - - - -
C2 TO C5 + + A A A +
D1 - - - - - -
D2 TO D3 + + A A A +
D4 A A A A A A
D5 + + A A A +
E1 - - - - - -
E2 TO E5 + + A A A +
F1 - - - - - -
F2 TO F5 + + A A A +
G1 - - - - - -
G2 TO G5 + + A A A +
H1 - - - - - -
H2 TO H5 + + A A A +
I1 - - - - - -
I2 TO I5 + + A A A +
J1 - - - - - -
J2 TO J5 + + A A A +
K1 - - - - - -
K2 TO K5 + + A A A +
L1 - - - - - -
L2 TO L5 + + A A A +
M1 - - - - - -
M2 TO N5 + + A A A +
O1 - - - - - -
O2 TO O5 + + A A A +
P1 - - - - - -
P2 TO P5 + + A A A +
Q1 - - - - - -
Q2 TO Q5 + + A A A +
R1 - - - - - -
R2 TO S5 + + A A A +
T1 - - - - - -
T2 TO T5 + + A A A +
U1 - - - - - -
U2 TO U5 + + A A A +
V1 - - - - - -
V2 TO V5 + + A A A +
W1 - - - - - -
W2 TO W5 + + A A A +
X1 - - - - - -
X2 TO X5 + + A A A +
Y1 - - - - - -
Y2 TO Y5 + + A A A +
Z1 - - - - - -
Z2 TO Z5 + + A A A +
100 TO 126 A A A A A A
190 TO 193 - - - - - -
194 TO 195 + + A A A +
196 - - - - - -
197 + + A A A +
198 - - - - - -
199 + + A A A +
200 TO 201 - - - - - -
202 + + A A A +
203 - - - - - -
204 TO 209 + + A A A +
213 TO 227 + + + + + +
228 TO 229 + + - +
230 TO 233 + + + + + +
234 TO 235 + + - +
240 TO 245 + + + + + +
246 A A A A A A
247 TO 285 + + + + + +
ZA1 - - - - - -
ZA2 TO ZA5 + + A A A +
ZB1 - - - - - -
ZB2 TO ZB5 + + A A A +
ZC1 - - - - - -
ZC2 TO ZC5 + + A A A +
ZD1 - - - - - -
ZD2 TO ZD5 + + A A A +
ZE1 - - - - - -
ZE2 TO ZE5 + + A A A +
ZF1 - - - - - -
ZF2 TO ZF3 + + A A A +
ZF4 A A A A A A
ZF5 + + A A A +
CONSTRAINTS U1 U2 U3 R1 R2 R3
BODY1 TO BODY99 A A A A A A
DIAPH1 TO DIAPH4 A A A
BODY100 TO BODY121 A A A A A A
Program SAP2000 Nonlinear Version 7.10 File:COMF14SREP.OUT
Page
3
A S S E M B L E D J O I N T M A S S E S
IN GLOBAL COORDINATES
JOINT UX UY UZ RX RY RZ
1 0.003912 0.003912 0.003912 .000000 .000000 .000000
2 0.001341 0.001341 0.001341 .000000 .000000 .000000
3 0.001341 0.001341 0.001341 .000000 .000000 .000000
4 0.001341 0.001341 0.001341 .000000 .000000 .000000
5 0.001341 0.001341 0.001341 .000000 .000000 .000000
8 0.001341 0.001341 0.001341 .000000 .000000 .000000
9 0.001341 0.001341 0.001341 .000000 .000000 .000000
10 0.001341 0.001341 0.001341 .000000 .000000 .000000
11 0.001341 0.001341 0.001341 .000000 .000000 .000000
14 0.003912 0.003912 0.003912 .000000 .000000 .000000
15 0.012119 0.012119 0.012119 .000000 .000000 .000000
16 0.012119 0.012119 0.012119 .000000 .000000 .000000
17 0.012119 0.012119 0.012119 .000000 .000000 .000000
18 0.012119 0.012119 0.012119 .000000 .000000 .000000
19 0.018133 0.018133 0.018133 .000000 .000000 .000000
20 0.018133 0.018133 0.018133 .000000 .000000 .000000
28 0.003793 0.003793 0.003793 .000000 .000000 .000000
29 0.001902 0.001902 0.001902 .000000 .000000 .000000
30 0.002930 0.002930 0.002930 .000000 .000000 .000000
31 0.000977 0.000977 0.000977 .000000 .000000 .000000
32 0.002416 0.002416 0.002416 .000000 .000000 .000000
33 0.003550 0.003550 0.003550 .000000 .000000 .000000
34 0.005469 0.005469 0.005469 .000000 .000000 .000000
35 0.004509 0.004509 0.004509 .000000 .000000 .000000
36 0.006466 0.006466 0.006466 .000000 .000000 .000000
37 0.009961 0.009961 0.009961 .000000 .000000 .000000
38 0.003793 0.003793 0.003793 .000000 .000000 .000000
39 0.003793 0.003793 0.003793 .000000 .000000 .000000
40 0.003793 0.003793 0.003793 .000000 .000000 .000000
41 0.018133 0.018133 0.018133 .000000 .000000 .000000
42 0.018133 0.018133 0.018133 .000000 .000000 .000000
44 0.018133 0.018133 0.018133 .000000 .000000 .000000
45 0.018133 0.018133 0.018133 .000000 .000000 .000000
46 0.018133 0.018133 0.018133 .000000 .000000 .000000
47 0.018133 0.018133 0.018133 .000000 .000000 .000000
48 0.003793 0.003793 0.003793 .000000 .000000 .000000
49 0.012119 0.012119 0.012119 .000000 .000000 .000000
50 0.012119 0.012119 0.012119 .000000 .000000 .000000
51 0.012119 0.012119 0.012119 .000000 .000000 .000000
52 0.008326 0.008326 0.008326 .000000 .000000 .000000
53 0.003793 0.003793 0.003793 .000000 .000000 .000000
54 0.003793 0.003793 0.003793 .000000 .000000 .000000
55 0.003793 0.003793 0.003793 .000000 .000000 .000000
58 0.008213 0.008213 0.008213 .000000 .000000 .000000
59 0.006719 0.006719 0.006719 .000000 .000000 .000000
60 0.010351 0.010351 0.010351 .000000 .000000 .000000
61 0.008535 0.008535 0.008535 .000000 .000000 .000000
62 0.003803 0.003803 0.003803 .000000 .000000 .000000
63 0.005859 0.005859 0.005859 .000000 .000000 .000000
64 0.004831 0.004831 0.004831 .000000 .000000 .000000
65 0.001610 0.001610 0.001610 .000000 .000000 .000000
66 0.002480 0.002480 0.002480 .000000 .000000 .000000
67 0.002045 0.002045 0.002045 .000000 .000000 .000000
68 0.000507 0.000507 0.000507 .000000 .000000 .000000
69 0.000781 0.000781 0.000781 .000000 .000000 .000000
70 0.000644 0.000644 0.000644 .000000 .000000 .000000
78 0.000254 0.000254 0.000254 .000000 .000000 .000000
91 0.005298 0.005298 0.005298 .000000 .000000 .000000
92 0.005777 0.005777 0.005777 .000000 .000000 .000000
93 0.005317 0.005317 0.005317 .000000 .000000 .000000
94 0.000524 0.000524 0.000524 .000000 .000000 .000000
95 0.000516 0.000516 0.000516 .000000 .000000 .000000
96 0.003575 0.003575 0.003575 .000000 .000000 .000000
97 0.007533 0.007533 0.007533 .000000 .000000 .000000
98 0.008011 0.008011 0.008011 .000000 .000000 .000000
A1 0.002454 0.002454 0.002454 .000000 .000000 .000000
A2 0.013004 0.013004 0.013004 .000000 .000000 .000000
A3 0.010753 0.010753 0.010753 .000000 .000000 .000000
A4 0.010538 0.010538 0.010538 .000000 .000000 .000000
A5 0.008299 0.008299 0.008299 .000000 .000000 .000000
B1 0.003125 0.003125 0.003125 .000000 .000000 .000000
B2 0.016750 0.016750 0.016750 .000000 .000000 .000000
B3 0.016476 0.016476 0.016476 .000000 .000000 .000000
B4 0.016202 0.016202 0.016202 .000000 .000000 .000000
B5 0.013351 0.013351 0.013351 .000000 .000000 .000000
C1 0.003759 0.003759 0.003759 .000000 .000000 .000000
C2 0.015289 0.015289 0.015289 .000000 .000000 .000000
C3 0.014210 0.014210 0.014210 .000000 .000000 .000000
C4 0.013936 0.013936 0.013936 .000000 .000000 .000000
C5 0.011085 0.011085 0.011085 .000000 .000000 .000000
D1 0.003290 0.003290 0.003290 .000000 .000000 .000000
D2 0.016821 0.016821 0.016821 .000000 .000000 .000000
D3 0.016337 0.016337 0.016337 .000000 .000000 .000000
D4 0.016063 0.016063 0.016063 .000000 .000000 .000000
D5 0.013213 0.013213 0.013213 .000000 .000000 .000000
E1 0.003125 0.003125 0.003125 .000000 .000000 .000000
E2 0.023180 0.023180 0.023180 .000000 .000000 .000000
E3 0.022906 0.022906 0.022906 .000000 .000000 .000000
E4 0.022632 0.022632 0.022632 .000000 .000000 .000000
E5 0.019781 0.019781 0.019781 .000000 .000000 .000000
F1 0.003125 0.003125 0.003125 .000000 .000000 .000000
F2 0.021099 0.021099 0.021099 .000000 .000000 .000000
F3 0.014950 0.014950 0.014950 .000000 .000000 .000000
F4 0.014676 0.014676 0.014676 .000000 .000000 .000000
F5 0.011825 0.011825 0.011825 .000000 .000000 .000000
G1 0.005522 0.005522 0.005522 .000000 .000000 .000000
G2 0.013080 0.013080 0.013080 .000000 .000000 .000000
G3 0.011254 0.011254 0.011254 .000000 .000000 .000000
G4 0.010770 0.010770 0.010770 .000000 .000000 .000000
G5 0.008638 0.008638 0.008638 .000000 .000000 .000000
H1 0.004883 0.004883 0.004883 .000000 .000000 .000000
H2 0.021237 0.021237 0.021237 .000000 .000000 .000000
H3 0.020809 0.020809 0.020809 .000000 .000000 .000000
H4 0.020381 0.020381 0.020381 .000000 .000000 .000000
H5 0.018496 0.018496 0.018496 .000000 .000000 .000000
I1 0.004883 0.004883 0.004883 .000000 .000000 .000000
I2 0.023365 0.023365 0.023365 .000000 .000000 .000000
I3 0.022937 0.022937 0.022937 .000000 .000000 .000000
I4 0.022509 0.022509 0.022509 .000000 .000000 .000000
I5 0.020624 0.020624 0.020624 .000000 .000000 .000000
J1 0.004883 0.004883 0.004883 .000000 .000000 .000000
J2 0.032062 0.032062 0.032062 .000000 .000000 .000000
J3 0.031633 0.031633 0.031633 .000000 .000000 .000000
J4 0.031205 0.031205 0.031205 .000000 .000000 .000000
J5 0.029320 0.029320 0.029320 .000000 .000000 .000000
K1 0.004883 0.004883 0.004883 .000000 .000000 .000000
K2 0.028962 0.028962 0.028962 .000000 .000000 .000000
K3 0.024001 0.024001 0.024001 .000000 .000000 .000000
K4 0.023572 0.023572 0.023572 .000000 .000000 .000000
K5 0.020346 0.020346 0.020346 .000000 .000000 .000000
L1 0.005522 0.005522 0.005522 .000000 .000000 .000000
L2 0.013080 0.013080 0.013080 .000000 .000000 .000000
L3 0.011254 0.011254 0.011254 .000000 .000000 .000000
L4 0.010770 0.010770 0.010770 .000000 .000000 .000000
L5 0.005732 0.005732 0.005732 .000000 .000000 .000000
M1 0.004883 0.004883 0.004883 .000000 .000000 .000000
M2 0.033218 0.033218 0.033218 .000000 .000000 .000000
M3 0.032790 0.032790 0.032790 .000000 .000000 .000000
M4 0.032361 0.032361 0.032361 .000000 .000000 .000000
M5 0.027907 0.027907 0.027907 .000000 .000000 .000000
N2 0.033079 0.033079 0.033079 .000000 .000000 .000000
N3 0.032651 0.032651 0.032651 .000000 .000000 .000000
N4 0.032223 0.032223 0.032223 .000000 .000000 .000000
N5 0.027768 0.027768 0.027768 .000000 .000000 .000000
O1 0.004883 0.004883 0.004883 .000000 .000000 .000000
O2 0.033634 0.033634 0.033634 .000000 .000000 .000000
O3 0.033206 0.033206 0.033206 .000000 .000000 .000000
O4 0.032778 0.032778 0.032778 .000000 .000000 .000000
O5 0.028323 0.028323 0.028323 .000000 .000000 .000000
P1 0.004883 0.004883 0.004883 .000000 .000000 .000000
P2 0.032940 0.032940 0.032940 .000000 .000000 .000000
P3 0.027979 0.027979 0.027979 .000000 .000000 .000000
P4 0.027551 0.027551 0.027551 .000000 .000000 .000000
P5 0.021755 0.021755 0.021755 .000000 .000000 .000000
Q1 0.005522 0.005522 0.005522 .000000 .000000 .000000
Q2 0.013080 0.013080 0.013080 .000000 .000000 .000000
Q3 0.011254 0.011254 0.011254 .000000 .000000 .000000
Q4 0.010770 0.010770 0.010770 .000000 .000000 .000000
Q5 0.005732 0.005732 0.005732 .000000 .000000 .000000
R1 0.004883 0.004883 0.004883 .000000 .000000 .000000
R2 0.025308 0.025308 0.025308 .000000 .000000 .000000
R3 0.024880 0.024880 0.024880 .000000 .000000 .000000
R4 0.024451 0.024451 0.024451 .000000 .000000 .000000
R5 0.019997 0.019997 0.019997 .000000 .000000 .000000
S2 0.025169 0.025169 0.025169 .000000 .000000 .000000
S3 0.024741 0.024741 0.024741 .000000 .000000 .000000
S4 0.024313 0.024313 0.024313 .000000 .000000 .000000
S5 0.019858 0.019858 0.019858 .000000 .000000 .000000
T1 0.004883 0.004883 0.004883 .000000 .000000 .000000
T2 0.033634 0.033634 0.033634 .000000 .000000 .000000
T3 0.033206 0.033206 0.033206 .000000 .000000 .000000
T4 0.032778 0.032778 0.032778 .000000 .000000 .000000
T5 0.028323 0.028323 0.028323 .000000 .000000 .000000
U1 0.004883 0.004883 0.004883 .000000 .000000 .000000
U2 0.032940 0.032940 0.032940 .000000 .000000 .000000
U3 0.027979 0.027979 0.027979 .000000 .000000 .000000
U4 0.027551 0.027551 0.027551 .000000 .000000 .000000
U5 0.021755 0.021755 0.021755 .000000 .000000 .000000
V1 0.005522 0.005522 0.005522 .000000 .000000 .000000
V2 0.013080 0.013080 0.013080 .000000 .000000 .000000
V3 0.011254 0.011254 0.011254 .000000 .000000 .000000
V4 0.010770 0.010770 0.010770 .000000 .000000 .000000
V5 0.008638 0.008638 0.008638 .000000 .000000 .000000
W1 0.004883 0.004883 0.004883 .000000 .000000 .000000
W2 0.021237 0.021237 0.021237 .000000 .000000 .000000
W3 0.020809 0.020809 0.020809 .000000 .000000 .000000
W4 0.020381 0.020381 0.020381 .000000 .000000 .000000
W5 0.018496 0.018496 0.018496 .000000 .000000 .000000
X1 0.004883 0.004883 0.004883 .000000 .000000 .000000
X2 0.023365 0.023365 0.023365 .000000 .000000 .000000
X3 0.022937 0.022937 0.022937 .000000 .000000 .000000
X4 0.022509 0.022509 0.022509 .000000 .000000 .000000
X5 0.020624 0.020624 0.020624 .000000 .000000 .000000
Y1 0.004883 0.004883 0.004883 .000000 .000000 .000000
Y2 0.032062 0.032062 0.032062 .000000 .000000 .000000
Y3 0.031633 0.031633 0.031633 .000000 .000000 .000000
Y4 0.031205 0.031205 0.031205 .000000 .000000 .000000
Y5 0.029320 0.029320 0.029320 .000000 .000000 .000000
Z1 0.004883 0.004883 0.004883 .000000 .000000 .000000
Z2 0.028916 0.028916 0.028916 .000000 .000000 .000000
Z3 0.023955 0.023955 0.023955 .000000 .000000 .000000
Z4 0.023526 0.023526 0.023526 .000000 .000000 .000000
Z5 0.020300 0.020300 0.020300 .000000 .000000 .000000
100 0.007552 0.007552 0.007552 .000000 .000000 .000000
101 0.003575 0.003575 0.003575 .000000 .000000 .000000
102 0.000524 0.000524 0.000524 .000000 .000000 .000000
103 0.000516 0.000516 0.000516 .000000 .000000 .000000
104 0.003575 0.003575 0.003575 .000000 .000000 .000000
106 0.007331 0.007331 0.007331 .000000 .000000 .000000
107 0.007810 0.007810 0.007810 .000000 .000000 .000000
108 0.007350 0.007350 0.007350 .000000 .000000 .000000
109 0.003575 0.003575 0.003575 .000000 .000000 .000000
110 0.000524 0.000524 0.000524 .000000 .000000 .000000
111 0.000516 0.000516 0.000516 .000000 .000000 .000000
112 0.003575 0.003575 0.003575 .000000 .000000 .000000
113 0.006683 0.006683 0.006683 .000000 .000000 .000000
114 0.007162 0.007162 0.007162 .000000 .000000 .000000
115 0.006702 0.006702 0.006702 .000000 .000000 .000000
117 0.003575 0.003575 0.003575 .000000 .000000 .000000
118 0.000524 0.000524 0.000524 .000000 .000000 .000000
119 0.000516 0.000516 0.000516 .000000 .000000 .000000
120 0.003575 0.003575 0.003575 .000000 .000000 .000000
121 0.005097 0.005097 0.005097 .000000 .000000 .000000
122 0.005576 0.005576 0.005576 .000000 .000000 .000000
123 0.005116 0.005116 0.005116 .000000 .000000 .000000
124 0.003575 0.003575 0.003575 .000000 .000000 .000000
125 0.000524 0.000524 0.000524 .000000 .000000 .000000
126 0.000516 0.000516 0.000516 .000000 .000000 .000000
190 0.004883 0.004883 0.004883 .000000 .000000 .000000
191 0.004883 0.004883 0.004883 .000000 .000000 .000000
193 0.003125 0.003125 0.003125 .000000 .000000 .000000
194 0.012793 0.012793 0.012793 .000000 .000000 .000000
195 0.014366 0.014366 0.014366 .000000 .000000 .000000
196 0.003125 0.003125 0.003125 .000000 .000000 .000000
197 0.014366 0.014366 0.014366 .000000 .000000 .000000
198 0.003125 0.003125 0.003125 .000000 .000000 .000000
199 0.012793 0.012793 0.012793 .000000 .000000 .000000
200 0.003125 0.003125 0.003125 .000000 .000000 .000000
201 0.003125 0.003125 0.003125 .000000 .000000 .000000
202 0.012793 0.012793 0.012793 .000000 .000000 .000000
203 0.003125 0.003125 0.003125 .000000 .000000 .000000
204 0.012793 0.012793 0.012793 .000000 .000000 .000000
205 0.002035 0.002035 0.002035 .000000 .000000 .000000
206 0.001341 0.001341 0.001341 .000000 .000000 .000000
207 0.001341 0.001341 0.001341 .000000 .000000 .000000
208 0.001341 0.001341 0.001341 .000000 .000000 .000000
209 0.001341 0.001341 0.001341 .000000 .000000 .000000
213 0.014617 0.014617 0.014617 .000000 .000000 .000000
214 0.014617 0.014617 0.014617 .000000 .000000 .000000
215 0.014617 0.014617 0.014617 .000000 .000000 .000000
216 0.014617 0.014617 0.014617 .000000 .000000 .000000
226 0.010500 0.010500 0.010500 .000000 .000000 .000000
227 0.010500 0.010500 0.010500 .000000 .000000 .000000
228 1.803117 1.803117 .000000 .000000 .000000 486561.900
229 1.803117 1.803117 .000000 .000000 .000000 486561.900
230 0.014617 0.014617 0.014617 .000000 .000000 .000000
231 0.014617 0.014617 0.014617 .000000 .000000 .000000
232 0.014617 0.014617 0.014617 .000000 .000000 .000000
233 0.014617 0.014617 0.014617 .000000 .000000 .000000
234 1.803117 1.803117 .000000 .000000 .000000 486561.900
235 1.803117 1.803117 .000000 .000000 .000000 486561.900
240 0.007910 0.007910 0.007910 .000000 .000000 .000000
241 0.007910 0.007910 0.007910 .000000 .000000 .000000
242 0.007910 0.007910 0.007910 .000000 .000000 .000000
243 0.007910 0.007910 0.007910 .000000 .000000 .000000
244 0.007910 0.007910 0.007910 .000000 .000000 .000000
245 0.007910 0.007910 0.007910 .000000 .000000 .000000
246 0.007910 0.007910 0.007910 .000000 .000000 .000000
247 0.014617 0.014617 0.014617 .000000 .000000 .000000
248 0.014617 0.014617 0.014617 .000000 .000000 .000000
249 0.014617 0.014617 0.014617 .000000 .000000 .000000
250 0.014617 0.014617 0.014617 .000000 .000000 .000000
251 0.007910 0.007910 0.007910 .000000 .000000 .000000
264 0.014617 0.014617 0.014617 .000000 .000000 .000000
265 0.014617 0.014617 0.014617 .000000 .000000 .000000
266 0.014617 0.014617 0.014617 .000000 .000000 .000000
267 0.014617 0.014617 0.014617 .000000 .000000 .000000
280 0.010500 0.010500 0.010500 .000000 .000000 .000000
281 0.010500 0.010500 0.010500 .000000 .000000 .000000
282 0.010500 0.010500 0.010500 .000000 .000000 .000000
283 0.010500 0.010500 0.010500 .000000 .000000 .000000
284 0.010500 0.010500 0.010500 .000000 .000000 .000000
285 0.010500 0.010500 0.010500 .000000 .000000 .000000
ZA1 0.003125 0.003125 0.003125 .000000 .000000 .000000
ZA2 0.012957 0.012957 0.012957 .000000 .000000 .000000
ZA3 0.012036 0.012036 0.012036 .000000 .000000 .000000
ZA4 0.011761 0.011761 0.011761 .000000 .000000 .000000
ZA5 0.008911 0.008911 0.008911 .000000 .000000 .000000
ZB1 0.003125 0.003125 0.003125 .000000 .000000 .000000
ZB2 0.010043 0.010043 0.010043 .000000 .000000 .000000
ZB3 0.016476 0.016476 0.016476 .000000 .000000 .000000
ZB4 0.016202 0.016202 0.016202 .000000 .000000 .000000
ZB5 0.013351 0.013351 0.013351 .000000 .000000 .000000
ZC1 0.003125 0.003125 0.003125 .000000 .000000 .000000
ZC2 0.016750 0.016750 0.016750 .000000 .000000 .000000
ZC3 0.014210 0.014210 0.014210 .000000 .000000 .000000
ZC4 0.013936 0.013936 0.013936 .000000 .000000 .000000
ZC5 0.011085 0.011085 0.011085 .000000 .000000 .000000
ZD1 0.003125 0.003125 0.003125 .000000 .000000 .000000
ZD2 0.016612 0.016612 0.016612 .000000 .000000 .000000
ZD3 0.016337 0.016337 0.016337 .000000 .000000 .000000
ZD4 0.016063 0.016063 0.016063 .000000 .000000 .000000
ZD5 0.013213 0.013213 0.013213 .000000 .000000 .000000
ZE1 0.003125 0.003125 0.003125 .000000 .000000 .000000
ZE2 0.023180 0.023180 0.023180 .000000 .000000 .000000
ZE3 0.022906 0.022906 0.022906 .000000 .000000 .000000
ZE4 0.022632 0.022632 0.022632 .000000 .000000 .000000
ZE5 0.019781 0.019781 0.019781 .000000 .000000 .000000
ZF1 0.003125 0.003125 0.003125 .000000 .000000 .000000
ZF2 0.021145 0.021145 0.021145 .000000 .000000 .000000
ZF3 0.014996 0.014996 0.014996 .000000 .000000 .000000
ZF4 0.014722 0.014722 0.014722 .000000 .000000 .000000
ZF5 0.011871 0.011871 0.011871 .000000 .000000 .000000
T O T A L A S S E M B L E D J O I N T M A S S E S
IN GLOBAL COORDINATES
UX UY UZ RX RY RZ
TOTAL 10.965068 10.965068 3.752600 .000000 .000000 1.9462E+06
T O T A L A C C E L E R A T E D M A S S A N D L O C A T I O N
TOTAL MASS ACTIVATED BY ACCELERATION LOADS, IN GLOBAL COORDINATES
UX UY UZ
MASS 10.784428 10.784428 3.571960
X-LOC 498.717286 498.717286 492.947419
Y-LOC 743.890379 743.890379 720.821991
Z-LOC 272.957617 272.957617 272.609645
Program SAP2000 Nonlinear Version 7.10 File:COMF14SREP.OUT
Page
4
M O D A L P E R I O D S A N D F R E Q U E N C I E S
MODE PERIOD FREQUENCY FREQUENCY EIGENVALUE
(TIME) (CYC/TIME) (RAD/TIME) (RAD/TIME)**2
1 0.614551 1.627204 10.224027 104.530733
2 0.572499 1.746728 10.975014 120.450938
3 0.476095 2.100419 13.197324 174.169361
4 0.240013 4.166434 26.178475 685.312570
5 0.216104 4.627410 29.074873 845.348249
6 0.192398 5.197557 32.657214 1066.494
7 0.166195 6.017025 37.806084 1429.300
8 0.162682 6.146955 38.622457 1491.694
9 0.157276 6.358236 39.949974 1596.000
10 0.153446 6.516969 40.947322 1676.683
11 0.143240 6.981276 43.864651 1924.108
12 0.138265 7.232498 45.443126 2065.078
13 0.136777 7.311161 45.937378 2110.243
14 0.125901 7.942780 49.905958 2490.605
15 0.121498 8.230561 51.714137 2674.352
16 0.113865 8.782339 55.181064 3044.950
Program SAP2000 Nonlinear Version 7.10 File:COMF14SREP.OUT
Page
5
M O D A L P A R T I C I P A T I O N F A C T O R S
FOR UNIT ACCELERATION LOADS IN GLOBAL COORDINATES
MODE PERIOD UX UY UZ
1 0.614551 -1.719448 -1.839428 0.004506
2 0.572499 2.354257 -1.606013 0.004046
3 0.476095 0.490923 1.315314 -0.004786
4 0.240013 -0.020812 -0.466219 -0.001392
5 0.216104 0.601467 0.012473 0.001659
6 0.192398 0.052803 -0.196109 -0.003247
7 0.166195 -0.014132 0.086937 0.166049
8 0.162682 -0.114844 -0.838025 0.009176
9 0.157276 0.957311 -0.138945 0.003496
10 0.153446 0.041998 -0.107787 -0.015184
11 0.143240 -0.215177 0.202079 0.002235
12 0.138265 0.073319 0.119837 -0.055797
13 0.136777 -0.114170 -0.291680 -0.037543
14 0.125901 0.000127 0.057702 -0.008418
15 0.121498 -0.003602 0.203077 -0.002136
16 0.113865 -0.039063 0.058484 0.000312
Program SAP2000 Nonlinear Version 7.10 File:COMF14SREP.OUT
Page
6
M O D A L P A R T I C I P A T I N G M A S S R A T I O S
MODE PERIOD INDIVIDUAL MODE (PERCENT) CUMULATIVE SUM (PERCENT)
UX UY UZ UX UY UZ
1 0.614551 27.4145 31.3739 0.0006 27.4145 31.3739 0.0006
2 0.572499 51.3938 23.9167 0.0005 78.8083 55.2906 0.0010
3 0.476095 2.2347 16.0421 0.0006 81.0431 71.3327 0.0017
4 0.240013 0.0040 2.0155 0.0001 81.0471 73.3482 0.0017
5 0.216104 3.3545 0.0014 0.0001 84.4016 73.3497 0.0018
6 0.192398 0.0259 0.3566 0.0003 84.4274 73.7063 0.0021
7 0.166195 0.0019 0.0701 0.7719 84.4293 73.7764 0.7740
8 0.162682 0.1223 6.5120 0.0024 84.5516 80.2884 0.7764
9 0.157276 8.4978 0.1790 0.0003 93.0494 80.4674 0.7767
10 0.153446 0.0164 0.1077 0.0065 93.0658 80.5751 0.7832
11 0.143240 0.4293 0.3787 0.0001 93.4951 80.9538 0.7833
12 0.138265 0.0498 0.1332 0.0872 93.5450 81.0869 0.8705
13 0.136777 0.1209 0.7889 0.0395 93.6658 81.8758 0.9099
14 0.125901 0.0000 0.0309 0.0020 93.6658 81.9067 0.9119
15 0.121498 0.0001 0.3824 0.0001 93.6660 82.2891 0.9120
16 0.113865 0.0141 0.0317 0.0000 93.6801 82.3208 0.9120
Program SAP2000 Nonlinear Version 7.10 File:COMF14SREP.OUT
Page
7
M O D A L L O A D P A R T I C I P A T I O N R A T I O S
LOAD, ACC, OR NLLINK/DEF STATIC DYNAMIC EFFECTIVE
(TYPE) (NAME) (PERCENT) (PERCENT) PERIOD
LOAD MUERTA 0.5777 -> 0.0610<- (*) SEE NOTE 0.035460
LOAD VIVA 0.0084 -> 0.0042<- (*) SEE NOTE 0.026818
LOAD SISMOX 0.0000 0.0000 -INFINITY-
LOAD SISMOY 0.0000 0.0000 -INFINITY-
LOAD SISMOXX 0.0000 0.0000 -INFINITY-
LOAD SISMOYY 0.0000 0.0000 -INFINITY-
LOAD VIENTOX 0.0000 0.0000 -INFINITY-
LOAD VIENTOY 0.0000 0.0000 -INFINITY-
ACC UX 99.8493 93.6801 0.582932
ACC UY 99.7480 82.3208 0.576353
ACC UZ 20.5103 0.9120 0.089510
(*) NOTE: DYNAMIC LOAD PARTICIPATION RATIO EXCLUDES LOAD APPLIED
TO NON-MASS DEGREES OF FREEDOM
Program SAP2000 Nonlinear Version 7.10 File:COMF14SREP.OUT
Page
8
R E S P O N S E S P E C T R U M A C C E L E R A T I O N S
IN RESPONSE-SPECTRUM LOCAL COORDINATES
SPEC SISMOX ------------------
MODE PERIOD DAMP-RATIO U1 U2 U3
1 0.614551 0.050000 69.172760 20.791810 45.981889
2 0.572499 0.050000 69.172760 20.791810 45.981889
3 0.476095 0.050000 69.172760 20.791810 45.981889
4 0.240013 0.050000 69.172760 20.791810 45.981889
5 0.216104 0.050000 69.172760 20.791810 45.981889
6 0.192398 0.050000 69.172760 20.791810 45.981889
7 0.166195 0.050000 69.172760 20.791810 45.981889
8 0.162682 0.050000 69.172760 20.791810 45.981889
9 0.157276 0.050000 69.172760 20.791810 45.981889
10 0.153446 0.050000 69.172760 20.791810 45.981889
11 0.143240 0.050000 69.172760 20.791810 45.981889
12 0.138265 0.050000 69.172760 20.791810 45.981889
13 0.136777 0.050000 69.172760 20.791810 45.981889
14 0.125901 0.050000 69.172760 20.791810 45.981889
15 0.121498 0.050000 69.172760 20.791810 45.981889
16 0.113865 0.050000 69.172760 20.791810 45.981889
SPEC SISMOY ------------------
MODE PERIOD DAMP-RATIO U1 U2 U3
1 0.614551 0.050000 20.791810 69.172760 45.981889
2 0.572499 0.050000 20.791810 69.172760 45.981889
3 0.476095 0.050000 20.791810 69.172760 45.981889
4 0.240013 0.050000 20.791810 69.172760 45.981889
5 0.216104 0.050000 20.791810 69.172760 45.981889
6 0.192398 0.050000 20.791810 69.172760 45.981889
7 0.166195 0.050000 20.791810 69.172760 45.981889
8 0.162682 0.050000 20.791810 69.172760 45.981889
9 0.157276 0.050000 20.791810 69.172760 45.981889
10 0.153446 0.050000 20.791810 69.172760 45.981889
11 0.143240 0.050000 20.791810 69.172760 45.981889
12 0.138265 0.050000 20.791810 69.172760 45.981889
13 0.136777 0.050000 20.791810 69.172760 45.981889
14 0.125901 0.050000 20.791810 69.172760 45.981889
15 0.121498 0.050000 20.791810 69.172760 45.981889
16 0.113865 0.050000 20.791810 69.172760 45.981889
SPEC SISMOXX ------------------
MODE PERIOD DAMP-RATIO U1 U2 U3
1 0.614551 0.050000 392.245540 117.553669 261.496993
2 0.572499 0.050000 392.245540 117.553669 261.496993
3 0.476095 0.050000 392.245540 117.553669 261.496993
4 0.240013 0.050000 392.245540 117.553669 261.496993
5 0.216104 0.050000 392.245540 117.553669 261.496993
6 0.192398 0.050000 392.245540 117.553669 261.496993
7 0.166195 0.050000 392.245540 117.553669 261.496993
8 0.162682 0.050000 392.245540 117.553669 261.496993
9 0.157276 0.050000 392.245540 117.553669 261.496993
10 0.153446 0.050000 392.245540 117.553669 261.496993
11 0.143240 0.050000 392.245540 117.553669 261.496993
12 0.138265 0.050000 392.245540 117.553669 261.496993
13 0.136777 0.050000 392.245540 117.553669 261.496993
14 0.125901 0.050000 392.245540 117.553669 261.496993
15 0.121498 0.050000 392.245540 117.553669 261.496993
16 0.113865 0.050000 392.245540 117.553669 261.496993
SPEC SISMOYY ------------------
MODE PERIOD DAMP-RATIO U1 U2 U3
1 0.614551 0.050000 117.553669 392.245540 261.496993
2 0.572499 0.050000 117.553669 392.245540 261.496993
3 0.476095 0.050000 117.553669 392.245540 261.496993
4 0.240013 0.050000 117.553669 392.245540 261.496993
5 0.216104 0.050000 117.553669 392.245540 261.496993
6 0.192398 0.050000 117.553669 392.245540 261.496993
7 0.166195 0.050000 117.553669 392.245540 261.496993
8 0.162682 0.050000 117.553669 392.245540 261.496993
9 0.157276 0.050000 117.553669 392.245540 261.496993
10 0.153446 0.050000 117.553669 392.245540 261.496993
11 0.143240 0.050000 117.553669 392.245540 261.496993
12 0.138265 0.050000 117.553669 392.245540 261.496993
13 0.136777 0.050000 117.553669 392.245540 261.496993
14 0.125901 0.050000 117.553669 392.245540 261.496993
15 0.121498 0.050000 117.553669 392.245540 261.496993
16 0.113865 0.050000 117.553669 392.245540 261.496993
Program SAP2000 Nonlinear Version 7.10 File:COMF14SREP.OUT
Page
9
R E S P O N S E S P E C T R U M M O D A L A M P L I T U D E S
IN RESPONSE-SPECTRUM LOCAL COORDINATES
SPEC SISMOX ------------------
MODE PERIOD U1 U2 U3
1 0.614551 -1.137837 -0.365874 0.001982
2 0.572499 1.352006 -0.277224 0.001545
3 0.476095 0.194974 0.157018 -0.001263
4 0.240013 -0.002101 -0.014145 -9.34E-05
5 0.216104 0.049217 0.000307 9.02E-05
6 0.192398 0.003425 -0.003823 -0.000140
7 0.166195 -0.000684 0.001265 0.005342
8 0.162682 -0.005326 -0.011681 0.000283
9 0.157276 0.041491 -0.001810 0.000101
10 0.153446 0.001733 -0.001337 -0.000416
11 0.143240 -0.007736 0.002184 5.34E-05
12 0.138265 0.002456 0.001207 -0.001242
13 0.136777 -0.003742 -0.002874 -0.000818
14 0.125901 3.53E-06 0.000482 -0.000155
15 0.121498 -9.32E-05 0.001579 -3.67E-05
16 0.113865 -0.000887 0.000399 4.71E-06
SPEC SISMOY ------------------
MODE PERIOD U1 U2 U3
1 0.614551 -0.342009 -1.217234 0.001982
2 0.572499 0.406383 -0.922304 0.001545
3 0.476095 0.058605 0.522387 -0.001263
4 0.240013 -0.000631 -0.047058 -9.34E-05
5 0.216104 0.014793 0.001021 9.02E-05
6 0.192398 0.001029 -0.012720 -0.000140
7 0.166195 -0.000206 0.004207 0.005342
8 0.162682 -0.001601 -0.038861 0.000283
9 0.157276 0.012471 -0.006022 0.000101
10 0.153446 0.000521 -0.004447 -0.000416
11 0.143240 -0.002325 0.007265 5.34E-05
12 0.138265 0.000738 0.004014 -0.001242
13 0.136777 -0.001125 -0.009561 -0.000818
14 0.125901 1.06E-06 0.001603 -0.000155
15 0.121498 -2.80E-05 0.005253 -3.67E-05
16 0.113865 -0.000267 0.001329 4.71E-06
SPEC SISMOXX ------------------
MODE PERIOD U1 U2 U3
1 0.614551 -6.452130 -2.068593 0.011272
2 0.572499 7.666579 -1.567383 0.008784
3 0.476095 1.105603 0.887756 -0.007185
4 0.240013 -0.011912 -0.079972 -0.000531
5 0.216104 0.279084 0.001734 0.000513
6 0.192398 0.019420 -0.021616 -0.000796
7 0.166195 -0.003878 0.007150 0.030379
8 0.162682 -0.030199 -0.066041 0.001609
9 0.157276 0.235276 -0.010234 0.000573
10 0.153446 0.009825 -0.007557 -0.002368
11 0.143240 -0.043866 0.012346 0.000304
12 0.138265 0.013926 0.006822 -0.007065
13 0.136777 -0.021222 -0.016248 -0.004652
14 0.125901 2.00E-05 0.002723 -0.000884
15 0.121498 -0.000528 0.008926 -0.000209
16 0.113865 -0.005032 0.002258 2.68E-05
SPEC SISMOYY ------------------
MODE PERIOD U1 U2 U3
1 0.614551 -1.933665 -6.902348 0.011272
2 0.572499 2.297628 -5.229943 0.008784
3 0.476095 0.331343 2.962209 -0.007185
4 0.240013 -0.003570 -0.266845 -0.000531
5 0.216104 0.083640 0.005787 0.000513
6 0.192398 0.005820 -0.072127 -0.000796
7 0.166195 -0.001162 0.023858 0.030379
8 0.162682 -0.009050 -0.220361 0.001609
9 0.157276 0.070511 -0.034148 0.000573
10 0.153446 0.002945 -0.025216 -0.002368
11 0.143240 -0.013146 0.041195 0.000304
12 0.138265 0.004174 0.022762 -0.007065
13 0.136777 -0.006360 -0.054217 -0.004652
14 0.125901 5.99E-06 0.009088 -0.000884
15 0.121498 -0.000158 0.029785 -0.000209
16 0.113865 -0.001508 0.007534 2.68E-05
Program SAP2000 Nonlinear Version 7.10 File:COMF14SREP.OUT
Page
10
R E S P O N S E S P E C T R U M M O D A L C O R R E L A T I O N S
PARTIAL MATRIX SHOWING CORRELATION FACTORS BETWEEN NEARBY MODES
SPEC SISMOX ------------------
MODE I PERIOD I I+1 I+2 I+3 I+4 I+5 I+6 I+7 I+8 I+9
1 0.614551 1.000 0.665 0.131 0.009 0.007 0.006 0.004 0.004 0.004 0.004
2 0.572499 1.000 0.226 0.011 0.009 0.007 0.005 0.005 0.004 0.004 0.004
3 0.476095 1.000 0.019 0.014 0.010 0.007 0.007 0.006 0.006 0.005 0.005
4 0.240013 1.000 0.475 0.168 0.067 0.060 0.051 0.046 0.034 0.030 0.029
5 0.216104 1.000 0.425 0.125 0.109 0.088 0.077 0.054 0.046 0.044 0.031
6 0.192398 1.000 0.317 0.261 0.196 0.162 0.101 0.082 0.077 0.051 0.043
7 0.166195 1.000 0.956 0.766 0.610 0.310 0.227 0.207 0.113 0.091 0.063
8 0.162682 1.000 0.897 0.745 0.381 0.273 0.248 0.130 0.103 0.071
9 0.157276 1.000 0.943 0.533 0.375 0.338 0.166 0.129 0.086
10 0.153446 1.000 0.678 0.479 0.430 0.202 0.153 0.099
11 0.143240 1.000 0.889 0.824 0.374 0.268 0.158
12 0.138265 1.000 0.988 0.532 0.373 0.208
13 0.136777 1.000 0.592 0.415 0.228
14 0.125901 1.000 0.887 0.497
15 0.121498 1.000 0.703
16 0.113865 1.000
SPEC SISMOY ------------------
MODE I PERIOD I I+1 I+2 I+3 I+4 I+5 I+6 I+7 I+8 I+9
1 0.614551 1.000 0.665 0.131 0.009 0.007 0.006 0.004 0.004 0.004 0.004
2 0.572499 1.000 0.226 0.011 0.009 0.007 0.005 0.005 0.004 0.004 0.004
3 0.476095 1.000 0.019 0.014 0.010 0.007 0.007 0.006 0.006 0.005 0.005
4 0.240013 1.000 0.475 0.168 0.067 0.060 0.051 0.046 0.034 0.030 0.029
5 0.216104 1.000 0.425 0.125 0.109 0.088 0.077 0.054 0.046 0.044 0.031
6 0.192398 1.000 0.317 0.261 0.196 0.162 0.101 0.082 0.077 0.051 0.043
7 0.166195 1.000 0.956 0.766 0.610 0.310 0.227 0.207 0.113 0.091 0.063
8 0.162682 1.000 0.897 0.745 0.381 0.273 0.248 0.130 0.103 0.071
9 0.157276 1.000 0.943 0.533 0.375 0.338 0.166 0.129 0.086
10 0.153446 1.000 0.678 0.479 0.430 0.202 0.153 0.099
11 0.143240 1.000 0.889 0.824 0.374 0.268 0.158
12 0.138265 1.000 0.988 0.532 0.373 0.208
13 0.136777 1.000 0.592 0.415 0.228
14 0.125901 1.000 0.887 0.497
15 0.121498 1.000 0.703
16 0.113865 1.000
SPEC SISMOXX ------------------
MODE I PERIOD I I+1 I+2 I+3 I+4 I+5 I+6 I+7 I+8 I+9
1 0.614551 1.000 0.665 0.131 0.009 0.007 0.006 0.004 0.004 0.004 0.004
2 0.572499 1.000 0.226 0.011 0.009 0.007 0.005 0.005 0.004 0.004 0.004
3 0.476095 1.000 0.019 0.014 0.010 0.007 0.007 0.006 0.006 0.005 0.005
4 0.240013 1.000 0.475 0.168 0.067 0.060 0.051 0.046 0.034 0.030 0.029
5 0.216104 1.000 0.425 0.125 0.109 0.088 0.077 0.054 0.046 0.044 0.031
6 0.192398 1.000 0.317 0.261 0.196 0.162 0.101 0.082 0.077 0.051 0.043
7 0.166195 1.000 0.956 0.766 0.610 0.310 0.227 0.207 0.113 0.091 0.063
8 0.162682 1.000 0.897 0.745 0.381 0.273 0.248 0.130 0.103 0.071
9 0.157276 1.000 0.943 0.533 0.375 0.338 0.166 0.129 0.086
10 0.153446 1.000 0.678 0.479 0.430 0.202 0.153 0.099
11 0.143240 1.000 0.889 0.824 0.374 0.268 0.158
12 0.138265 1.000 0.988 0.532 0.373 0.208
13 0.136777 1.000 0.592 0.415 0.228
14 0.125901 1.000 0.887 0.497
15 0.121498 1.000 0.703
16 0.113865 1.000
SPEC SISMOYY ------------------
MODE I PERIOD I I+1 I+2 I+3 I+4 I+5 I+6 I+7 I+8 I+9
1 0.614551 1.000 0.665 0.131 0.009 0.007 0.006 0.004 0.004 0.004 0.004
2 0.572499 1.000 0.226 0.011 0.009 0.007 0.005 0.005 0.004 0.004 0.004
3 0.476095 1.000 0.019 0.014 0.010 0.007 0.007 0.006 0.006 0.005 0.005
4 0.240013 1.000 0.475 0.168 0.067 0.060 0.051 0.046 0.034 0.030 0.029
5 0.216104 1.000 0.425 0.125 0.109 0.088 0.077 0.054 0.046 0.044 0.031
6 0.192398 1.000 0.317 0.261 0.196 0.162 0.101 0.082 0.077 0.051 0.043
7 0.166195 1.000 0.956 0.766 0.610 0.310 0.227 0.207 0.113 0.091 0.063
8 0.162682 1.000 0.897 0.745 0.381 0.273 0.248 0.130 0.103 0.071
9 0.157276 1.000 0.943 0.533 0.375 0.338 0.166 0.129 0.086
10 0.153446 1.000 0.678 0.479 0.430 0.202 0.153 0.099
11 0.143240 1.000 0.889 0.824 0.374 0.268 0.158
12 0.138265 1.000 0.988 0.532 0.373 0.208
13 0.136777 1.000 0.592 0.415 0.228
14 0.125901 1.000 0.887 0.497
15 0.121498 1.000 0.703
16 0.113865 1.000
Program SAP2000 Nonlinear Version 7.10 File:COMF14SREP.OUT
Page
11
R E S P O N S E S P E C T R U M B A S E R E A C T I O N S
IN RESPONSE-SPECTRUM LOCAL COORDINATES
SPEC SISMOX ------------------
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U1:
MODE F1 F2 F3 M1 M2 M3
1 204.509403 218.779689 -0.535902 -74202.424 68473.561 -8141.358
2 383.391659 -261.539940 0.658911 90875.219 127376.728 -434150.726
3 16.670981 44.666045 -0.162516 -17073.859 5484.331 -4131.114
4 0.029960 0.671167 0.002003 10.231673 -4.518086 317.413153
5 25.024142 0.518926 0.069006 368.469055 -1825.328 -18112.646
6 0.192863 -0.716293 -0.011860 -46.481425 -25.295621 -615.422551
7 0.013815 -0.084986 -0.162323 -102.027861 81.479076 -62.722109
8 0.912327 6.657320 -0.072897 -487.522029 29.357322 3603.245
9 63.392978 -9.200917 0.231534 1088.697 788.872214 -53052.479
10 0.122009 -0.313133 -0.044112 -218.011025 23.999253 -335.527756
11 3.202785 -3.007821 -0.033262 235.352302 180.563400 -3736.994
12 0.371850 0.607775 -0.282983 -310.220413 154.240875 -247.846071
13 0.901658 2.303536 0.296494 -8.779888 -117.427505 -105.103109
14 1.11E-06 0.000507 -7.39E-05 0.056473 0.048791 1.435725
15 0.000898 -0.050602 0.000532 3.367858 0.265079 4.889189
16 0.105550 -0.158027 -0.000843 19.699265 4.403231 -243.631203
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U2:
MODE F1 F2 F3 M1 M2 M3
1 65.760362 70.348998 -0.172320 -23859.921 22017.795 -2617.868
2 -78.613153 53.627874 -0.135107 -18633.654 -26118.164 89021.127
3 13.425631 35.970878 -0.130879 -13750.080 4416.693 -3326.908
4 0.201738 4.519310 0.013490 68.895054 -30.422570 2137.304
5 0.155978 0.003235 0.000430 2.296701 -11.377436 -112.897761
6 -0.215302 0.799631 0.013240 51.889329 28.238652 687.024186
7 -0.025545 0.157146 0.300147 188.656844 -150.660664 115.977684
8 2.001044 14.601780 -0.159888 -1069.302 64.390645 7903.148
9 -2.765593 0.401401 -0.010101 -47.495685 -34.415480 2314.477
10 -0.094121 0.241559 0.034030 168.179671 -18.513680 258.835293
11 -0.904085 0.849051 0.009389 -66.435462 -50.969601 1054.882
12 0.182684 0.298590 -0.139025 -152.406270 75.776046 -121.762765
13 0.692392 1.768909 0.227681 -6.742164 -90.173753 -80.709726
14 0.000152 0.069227 -0.010099 7.715674 6.666163 196.158946
15 -0.015210 0.857459 -0.009018 -57.068333 -4.491769 -82.847264
16 -0.047500 0.071115 0.000379 -8.865017 -1.981532 109.638343
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U3:
MODE F1 F2 F3 M1 M2 M3
1 -0.356235 -0.381093 0.000933 129.253372 -119.274253 14.181450
2 0.438004 -0.298795 0.000753 103.820012 145.521008 -495.993672
3 -0.108031 -0.289444 0.001053 110.641538 -35.539405 26.770330
4 0.001332 0.029835 8.91E-05 0.454818 -0.200838 14.109650
5 0.045871 0.000951 0.000126 0.675434 -3.345975 -33.201952
6 -0.007884 0.029281 0.000485 1.900114 1.034059 25.157851
7 -0.107903 0.663787 1.267827 796.890185 -636.393581 489.891999
8 -0.048458 -0.353599 0.003872 25.894387 -1.559293 -191.383787
9 0.153910 -0.022339 0.000562 2.643218 1.915282 -128.804702
10 -0.029323 0.075258 0.010602 52.396295 -5.767928 80.640010
11 -0.022111 0.020765 0.000230 -1.624775 -1.246535 25.798658
12 -0.188110 -0.307459 0.143154 156.932855 -78.026654 125.379214
13 0.197092 0.503525 0.064810 -1.919178 -25.668246 -22.974280
14 -4.91E-05 -0.022335 0.003258 -2.489304 -2.150701 -63.286667
15 0.000354 -0.019944 0.000210 1.327410 0.104479 1.927028
16 -0.000560 0.000839 4.47E-06 -0.104542 -0.023367 1.292920
COMBINED FOR ALL MODES AND ALL DIRECTIONS OF SPECTRAL ACCELERATION:
F1 F2 F3 M1 M2 M3
SPEC 553.803840 235.600532 1.491634 81361.003 182632.407 453144.338
SPEC SISMOY ------------------
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U1:
MODE F1 F2 F3 M1 M2 M3
1 61.471028 65.760362 -0.161080 -22303.617 20581.646 -2447.113
2 115.239100 -78.613153 0.198054 27315.092 38286.643 -130496.159
3 5.010930 13.425631 -0.048849 -5132.027 1648.469 -1241.722
4 0.009005 0.201738 0.000602 3.075416 -1.358037 95.407412
5 7.521707 0.155978 0.020742 110.753693 -548.653519 -5444.263
6 0.057970 -0.215302 -0.003565 -13.971294 -7.603307 -184.982482
7 0.004152 -0.025545 -0.048791 -30.667331 24.490818 -18.852886
8 0.274225 2.001044 -0.021911 -146.538398 8.824165 1083.056
9 19.054535 -2.765593 0.069594 327.238341 237.117636 -15946.408
10 0.036673 -0.094121 -0.013259 -65.529319 7.213647 -100.852263
11 0.962687 -0.904085 -0.009998 70.741725 54.273386 -1123.258
12 0.111770 0.182684 -0.085058 -93.245432 46.361414 -74.497077
13 0.271019 0.692392 0.089120 -2.639041 -35.296125 -31.591683
14 3.35E-07 0.000152 -2.22E-05 0.016974 0.014665 0.431547
15 0.000270 -0.015210 0.000160 1.012304 0.079677 1.469583
16 0.031726 -0.047500 -0.000253 5.921166 1.323514 -73.230181
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U2:
MODE F1 F2 F3 M1 M2 M3
1 218.779689 234.045729 -0.573296 -79380.131 73251.519 -8709.447
2 -261.539940 178.415828 -0.449492 -61992.740 -86893.132 296166.472
3 44.666045 119.672357 -0.435424 -45745.465 14693.998 -11068.367
4 0.671167 15.035399 0.044882 229.208567 -101.213559 7110.647
5 0.518926 0.010761 0.001431 7.640948 -37.851858 -375.602205
6 -0.716293 2.660310 0.044049 172.631822 93.947832 2285.677
7 -0.084986 0.522812 0.998566 627.646870 -501.236490 385.848873
8 6.657320 48.579003 -0.531936 -3557.487 214.222744 26293.167
9 -9.200917 1.335430 -0.033605 -158.014505 -114.497665 7700.087
10 -0.313133 0.803650 0.113214 559.520884 -61.593596 861.125197
11 -3.007821 2.824726 0.031237 -221.025694 -169.571959 3509.512
12 0.607775 0.993387 -0.462525 -507.043987 252.101103 -405.095394
13 2.303536 5.885024 0.757478 -22.430662 -300.001170 -268.515077
14 0.000507 0.230313 -0.033599 25.669456 22.177814 652.605789
15 -0.050602 2.852699 -0.030003 -189.861974 -14.943770 -275.626501
16 -0.158027 0.236595 0.001262 -29.493233 -6.592404 364.758370
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U3:
MODE F1 F2 F3 M1 M2 M3
1 -0.356235 -0.381093 0.000933 129.253372 -119.274253 14.181450
2 0.438004 -0.298795 0.000753 103.820012 145.521008 -495.993672
3 -0.108031 -0.289444 0.001053 110.641538 -35.539405 26.770330
4 0.001332 0.029835 8.91E-05 0.454818 -0.200838 14.109650
5 0.045871 0.000951 0.000126 0.675434 -3.345975 -33.201952
6 -0.007884 0.029281 0.000485 1.900114 1.034059 25.157851
7 -0.107903 0.663787 1.267827 796.890185 -636.393581 489.891999
8 -0.048458 -0.353599 0.003872 25.894387 -1.559293 -191.383787
9 0.153910 -0.022339 0.000562 2.643218 1.915282 -128.804702
10 -0.029323 0.075258 0.010602 52.396295 -5.767928 80.640010
11 -0.022111 0.020765 0.000230 -1.624775 -1.246535 25.798658
12 -0.188110 -0.307459 0.143154 156.932855 -78.026654 125.379214
13 0.197092 0.503525 0.064810 -1.919178 -25.668246 -22.974280
14 -4.91E-05 -0.022335 0.003258 -2.489304 -2.150701 -63.286667
15 0.000354 -0.019944 0.000210 1.327410 0.104479 1.927028
16 -0.000560 0.000839 4.47E-06 -0.104542 -0.023367 1.292920
COMBINED FOR ALL MODES AND ALL DIRECTIONS OF SPECTRAL ACCELERATION:
F1 F2 F3 M1 M2 M3
SPEC 258.574741 425.475625 1.871918 146484.514 85732.832 320077.960
SPEC SISMOXX ------------------
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U1:
MODE F1 F2 F3 M1 M2 M3
1 1159.675 1240.595 -3.038843 -420766.354 388280.721 -46165.736
2 2174.030 -1483.068 3.736366 515309.778 722292.326 -2.4619E+06
3 94.533134 253.279714 -0.921550 -96817.665 31099.009 -23425.567
4 0.169891 3.805867 0.011361 58.018908 -25.619898 1799.898
5 141.899906 2.942580 0.391302 2089.411 -10350.561 -102708.129
6 1.093635 -4.061755 -0.067254 -263.573864 -143.439330 -3489.766
7 0.078338 -0.481916 -0.920456 -578.551060 462.028756 -355.666992
8 5.173366 37.750471 -0.413364 -2764.504 166.471293 20432.272
9 359.471170 -52.173988 1.312920 6173.478 4473.316 -300835.159
10 0.691853 -1.775628 -0.250141 -1236.236 136.088250 -1902.617
11 18.161455 -17.055912 -0.188614 1334.570 1023.888 -21190.700
12 2.108583 3.446403 -1.604658 -1759.111 874.626016 -1405.416
13 5.112872 13.062251 1.681278 -49.786533 -665.875054 -595.989316
14 6.32E-06 0.002873 -0.000419 0.320229 0.276670 8.141310
15 0.005090 -0.286942 0.003018 19.097510 1.503138 27.724245
16 0.598526 -0.896098 -0.004778 111.705082 24.968610 -1381.516
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U2:
MODE F1 F2 F3 M1 M2 M3
1 371.798887 397.742322 -0.974272 -134900.295 124485.200 -14801.020
2 -444.466574 303.203678 -0.763876 -105351.790 -147668.048 503311.642
3 75.906432 203.373766 -0.739969 -77740.822 24971.295 -18809.820
4 1.140596 25.551478 0.076273 389.521946 -172.004489 12083.986
5 0.881874 0.018287 0.002432 12.985191 -64.326257 -638.306428
6 -1.217284 4.520988 0.074858 293.374215 159.656957 3884.328
7 -0.144427 0.888477 1.696984 1066.637 -851.812022 655.719835
8 11.313593 82.556198 -0.903983 -6045.670 364.054717 44683.170
9 -15.636236 2.269458 -0.057109 -268.533233 -194.579783 13085.693
10 -0.532145 1.365740 0.192398 950.861769 -104.673476 1463.415
11 -5.111556 4.800400 0.053086 -375.615796 -288.174217 5964.139
12 1.032866 1.688183 -0.786024 -861.681406 428.426012 -688.427784
13 3.914679 10.001135 1.287273 -38.119147 -509.828410 -456.320271
14 0.000861 0.391398 -0.057099 43.623223 37.689452 1109.052
15 -0.085995 4.847938 -0.050989 -322.655504 -25.395763 -468.405577
16 -0.268555 0.402074 0.002144 -50.121431 -11.203272 619.878183
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U3:
MODE F1 F2 F3 M1 M2 M3
1 -2.025895 -2.167258 0.005309 735.058272 -678.307457 80.649286
2 2.490911 -1.699235 0.004281 590.419870 827.571606 -2820.694
3 -0.614367 -1.646053 0.005989 629.213589 -202.111039 152.241694
4 0.007574 0.169669 0.000506 2.586532 -1.142157 80.240962
5 0.260868 0.005410 0.000719 3.841162 -19.028413 -188.818048
6 -0.044836 0.166522 0.002757 10.805863 5.880650 143.071599
7 -0.613637 3.774925 7.210074 4531.880 -3619.142 2785.994
8 -0.275576 -2.010901 0.022019 147.260245 -8.867633 -1088.391
9 0.875280 -0.127039 0.003197 15.031866 10.892124 -732.506704
10 -0.166760 0.427987 0.060293 297.975438 -32.801955 458.596211
11 -0.125743 0.118088 0.001306 -9.240023 -7.088990 146.715840
12 -1.069772 -1.748503 0.814110 892.470282 -443.734170 713.026107
13 1.120852 2.863527 0.368572 -10.914283 -145.974190 -130.653727
14 -0.000279 -0.127016 0.018530 -14.156564 -12.230943 -359.908507
15 0.002012 -0.113423 0.001193 7.548923 0.594165 10.958925
16 -0.003186 0.004769 2.54E-05 -0.594523 -0.132889 7.352781
COMBINED FOR ALL MODES AND ALL DIRECTIONS OF SPECTRAL ACCELERATION:
F1 F2 F3 M1 M2 M3
SPEC 3140.249 1334.844 8.476475 460970.383 1.0356E+06 2.5693E+06
SPEC SISMOYY ------------------
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U1:
MODE F1 F2 F3 M1 M2 M3
1 347.547658 371.798887 -0.910723 -126101.188 116365.436 -13835.598
2 651.543993 -444.466574 1.119767 154435.293 216466.739 -737805.038
3 28.331021 75.906432 -0.276183 -29015.682 9320.189 -7020.504
4 0.050915 1.140596 0.003405 17.387924 -7.678132 539.418708
5 42.526563 0.881874 0.117271 626.184201 -3102.002 -30781.019
6 0.327756 -1.217284 -0.020156 -78.991528 -42.987919 -1045.862
7 0.023478 -0.144427 -0.275855 -173.388331 138.467286 -106.591294
8 1.550427 11.313593 -0.123883 -828.505372 49.890462 6123.431
9 107.731384 -15.636236 0.393474 1850.155 1340.626 -90158.518
10 0.207344 -0.532145 -0.074966 -370.492604 40.784844 -570.203052
11 5.442881 -5.111556 -0.056526 399.962741 306.853308 -6350.727
12 0.631930 1.032866 -0.480907 -527.195211 262.120245 -421.194920
13 1.532297 3.914679 0.503869 -14.920729 -199.558816 -178.614474
14 1.89E-06 0.000861 -0.000126 0.095971 0.082916 2.439902
15 0.001525 -0.085995 0.000904 5.723411 0.450482 8.308792
16 0.179375 -0.268555 -0.001432 33.477353 7.482945 -414.032082
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U2:
MODE F1 F2 F3 M1 M2 M3
1 1240.595 1327.161 -3.250888 -450126.648 415374.228 -49387.095
2 -1483.068 1011.711 -2.548853 -351531.092 -492729.269 1.6794E+06
3 253.279714 678.604533 -2.469080 -259400.588 83322.616 -62763.401
4 3.805867 85.258534 0.254503 1299.732 -573.933543 40321.069
5 2.942580 0.061020 0.008114 43.328151 -214.639729 -2129.860
6 -4.061755 15.085343 0.249783 978.912257 532.733089 12960.977
7 -0.481916 2.964615 5.662388 3559.084 -2842.272 2187.964
8 37.750471 275.468226 -3.016352 -20172.805 1214.754 149095.935
9 -52.173988 7.572582 -0.190559 -896.024464 -649.261336 43663.502
10 -1.775628 4.557113 0.641981 3172.775 -349.267739 4883.028
11 -17.055912 16.017667 0.177132 -1253.331 -961.561237 19900.758
12 3.446403 5.633020 -2.622756 -2875.203 1429.544 -2297.102
13 13.062251 33.371146 4.295292 -127.193523 -1701.163 -1522.620
14 0.002873 1.305992 -0.190524 145.559173 125.759745 3700.614
15 -0.286942 16.176287 -0.170135 -1076.616 -84.738953 -1562.946
16 -0.896098 1.341614 0.007154 -167.241976 -37.382361 2068.370
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U3:
MODE F1 F2 F3 M1 M2 M3
1 -2.025895 -2.167258 0.005309 735.058272 -678.307457 80.649286
2 2.490911 -1.699235 0.004281 590.419870 827.571606 -2820.694
3 -0.614367 -1.646053 0.005989 629.213589 -202.111039 152.241694
4 0.007574 0.169669 0.000506 2.586532 -1.142157 80.240962
5 0.260868 0.005410 0.000719 3.841162 -19.028413 -188.818048
6 -0.044836 0.166522 0.002757 10.805863 5.880650 143.071599
7 -0.613637 3.774925 7.210074 4531.880 -3619.142 2785.994
8 -0.275576 -2.010901 0.022019 147.260245 -8.867633 -1088.391
9 0.875280 -0.127039 0.003197 15.031866 10.892124 -732.506704
10 -0.166760 0.427987 0.060293 297.975438 -32.801955 458.596211
11 -0.125743 0.118088 0.001306 -9.240023 -7.088990 146.715840
12 -1.069772 -1.748503 0.814110 892.470282 -443.734170 713.026107
13 1.120852 2.863527 0.368572 -10.914283 -145.974190 -130.653727
14 -0.000279 -0.127016 0.018530 -14.156564 -12.230943 -359.908507
15 0.002012 -0.113423 0.001193 7.548923 0.594165 10.958925
16 -0.003186 0.004769 2.54E-05 -0.594523 -0.132889 7.352781
COMBINED FOR ALL MODES AND ALL DIRECTIONS OF SPECTRAL ACCELERATION:
F1 F2 F3 M1 M2 M3
SPEC 1464.489 2412.529 10.630335 830595.055 485571.171 1.8141E+06
Program SAP2000 Nonlinear Version 7.10 File:COMF14SREP.OUT
Page
12
R E S T R A I N T F O R C E S ( R E A C T I O N S )
FORCES AND MOMENTS ACTING ON JOINTS, IN GLOBAL COORDINATES
LOAD VIENTOY ------------------
JOINT FX FY FZ MX MY MZ
29 .000000 .000000 .000000 .000000 .000000 .000000
33 .000000 .000000 .000000 .000000 .000000 .000000
36 .000000 .000000 .000000 .000000 .000000 .000000
59 .000000 .000000 .000000 .000000 .000000 .000000
62 .000000 .000000 .000000 .000000 .000000 .000000
65 .000000 .000000 .000000 .000000 .000000 .000000
A1 .000000 .000000 .000000 .000000 .000000 .000000
B1 .000000 .000000 .000000 .000000 .000000 .000000
C1 .000000 .000000 .000000 .000000 .000000 .000000
D1 .000000 .000000 .000000 .000000 .000000 .000000
E1 .000000 .000000 .000000 .000000 .000000 .000000
F1 .000000 .000000 .000000 .000000 .000000 .000000
G1 .000000 .000000 .000000 .000000 .000000 .000000
H1 .000000 .000000 .000000 .000000 .000000 .000000
I1 .000000 .000000 .000000 .000000 .000000 .000000
J1 .000000 .000000 .000000 .000000 .000000 .000000
K1 .000000 .000000 .000000 .000000 .000000 .000000
L1 .000000 .000000 .000000 .000000 .000000 .000000
M1 .000000 .000000 .000000 .000000 .000000 .000000
O1 .000000 .000000 .000000 .000000 .000000 .000000
P1 .000000 .000000 .000000 .000000 .000000 .000000
Q1 .000000 .000000 .000000 .000000 .000000 .000000
R1 .000000 .000000 .000000 .000000 .000000 .000000
T1 .000000 .000000 .000000 .000000 .000000 .000000
U1 .000000 .000000 .000000 .000000 .000000 .000000
V1 .000000 .000000 .000000 .000000 .000000 .000000
W1 .000000 .000000 .000000 .000000 .000000 .000000
X1 .000000 .000000 .000000 .000000 .000000 .000000
Y1 .000000 .000000 .000000 .000000 .000000 .000000
Z1 .000000 .000000 .000000 .000000 .000000 .000000
190 .000000 .000000 .000000 .000000 .000000 .000000
191 .000000 .000000 .000000 .000000 .000000 .000000
193 .000000 .000000 .000000 .000000 .000000 .000000
196 .000000 .000000 .000000 .000000 .000000 .000000
198 .000000 .000000 .000000 .000000 .000000 .000000
200 .000000 .000000 .000000 .000000 .000000 .000000
201 .000000 .000000 .000000 .000000 .000000 .000000
203 .000000 .000000 .000000 .000000 .000000 .000000
228 .000000 .000000 .000000 .000000 .000000 .000000
229 .000000 .000000 .000000 .000000 .000000 .000000
234 .000000 .000000 .000000 .000000 .000000 .000000
235 .000000 .000000 .000000 .000000 .000000 .000000
ZA1 .000000 .000000 .000000 .000000 .000000 .000000
ZB1 .000000 .000000 .000000 .000000 .000000 .000000
ZC1 .000000 .000000 .000000 .000000 .000000 .000000
ZD1 .000000 .000000 .000000 .000000 .000000 .000000
ZE1 .000000 .000000 .000000 .000000 .000000 .000000
ZF1 .000000 .000000 .000000 .000000 .000000 .000000
Program SAP2000 Nonlinear Version 7.10 File:COMF14SREP.OUT
Page
13
G L O B A L F O R C E B A L A N C E
TOTAL FORCE AND MOMENT AT THE ORIGIN, IN GLOBAL COORDINATES
LOAD MUERTA ------------------
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.42E-14 -6.78E-12 5486.146 4.0524E+06 -2.7418E+06 -3.35E-09
CONSTRS 1.25E-13 6.77E-12 5.79E-13 -2.24E-09 -2.72E-10 3.26E-09
TOTAL 1.00E-13 -1.26E-14 1.06E-11 3.35E-09 -2.13E-09 -8.88E-11
LOAD VIVA ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 -1805.039 -1.2630E+06 908623.983 .000000
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS 1.72E-14 -1.44E-12 1805.039 1.2630E+06 -908623.983 -7.17E-10
CONSTRS 1.04E-14 1.40E-12 1.32E-13 -4.04E-10 -8.75E-11 6.70E-10
TOTAL 2.76E-14 -4.21E-14 -2.14E-12 -1.80E-09 -2.04E-10 -4.69E-11
LOAD SISMOX ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS .000000 .000000 .000000 .000000 .000000 .000000
CONSTRS .000000 .000000 .000000 .000000 .000000 .000000
TOTAL .000000 .000000 .000000 .000000 .000000 .000000
LOAD SISMOY ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS .000000 .000000 .000000 .000000 .000000 .000000
CONSTRS .000000 .000000 .000000 .000000 .000000 .000000
TOTAL .000000 .000000 .000000 .000000 .000000 .000000
LOAD SISMOXX ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS .000000 .000000 .000000 .000000 .000000 .000000
CONSTRS .000000 .000000 .000000 .000000 .000000 .000000
TOTAL .000000 .000000 .000000 .000000 .000000 .000000
LOAD SISMOYY ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS .000000 .000000 .000000 .000000 .000000 .000000
CONSTRS .000000 .000000 .000000 .000000 .000000 .000000
TOTAL .000000 .000000 .000000 .000000 .000000 .000000
LOAD VIENTOX ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS .000000 .000000 .000000 .000000 .000000 .000000
CONSTRS .000000 .000000 .000000 .000000 .000000 .000000
TOTAL .000000 .000000 .000000 .000000 .000000 .000000
LOAD VIENTOY ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS .000000 .000000 .000000 .000000 .000000 .000000
CONSTRS .000000 .000000 .000000 .000000 .000000 .000000
TOTAL .000000 .000000 .000000 .000000 .000000 .000000
MODE 1 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA -179.735178 -192.276765 0.470983 65213.559 -60178.689 -47493.840
REACTNS 179.733957 192.272953 -0.470475 -65212.584 60178.279 47496.176
CONSTRS 0.001015 0.003924 -0.000221 -0.753764 0.132603 -1.796829
TOTAL -0.000206 0.000112 0.000287 0.220351 -0.277108 0.539105
MODE 2 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 283.572404 -193.445809 0.487358 67215.089 94213.122 -347549.212
REACTNS -283.568045 193.446794 -0.487986 -67215.585 -94212.968 347545.805
CONSTRS -0.004148 -0.001911 0.000467 1.012568 0.040334 2.947255
TOTAL 0.000210 -0.000926 -0.000160 0.516573 0.194273 -0.460284
MODE 3 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 85.503675 229.087361 -0.833527 -87569.996 28128.545 -158925.664
REACTNS -85.519682 -229.105787 0.832029 87569.795 -28127.789 158922.044
CONSTRS 0.016784 0.016227 0.000488 0.504299 0.156127 -0.848407
TOTAL 0.000777 -0.002199 -0.001010 0.303983 0.912747 -4.468903
MODE 4 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA -14.262459 -319.505707 -0.953749 -4870.735 2150.812 -157379.108
REACTNS 14.252435 319.505176 0.953697 4870.592 -2150.869 157386.193
CONSTRS 0.011169 0.001439 -5.38E-05 -0.511142 0.897508 -7.474064
TOTAL 0.001145 0.000907 -0.000105 -0.653903 0.839624 -0.388487
MODE 5 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 508.449359 10.543722 1.402096 7486.684 -37087.664 -303829.089
REACTNS -508.520406 -10.499994 -1.399109 -7490.091 37085.837 303880.772
CONSTRS 0.069270 -0.042489 -0.002996 3.054792 1.178401 -49.471122
TOTAL -0.001777 0.001239 -9.46E-06 -0.351790 -0.648733 2.211675
MODE 6 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 56.313879 -209.149519 -3.463091 -13572.050 -7386.035 -490463.671
REACTNS -56.275896 209.456102 3.464372 13543.896 7382.433 490462.931
CONSTRS -0.034710 -0.290606 -0.000985 19.238027 5.285765 3.697703
TOTAL 0.003273 0.015977 0.000297 -8.915036 1.684110 2.958033
MODE 7 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA -20.199095 124.259186 237.333972 149175.853 -119131.289 97368.187
REACTNS 20.428837 -124.413408 -237.345876 -149159.277 119141.922 -97570.463
CONSTRS -0.203218 0.139746 0.011780 -2.081576 -12.040837 145.380039
TOTAL 0.026524 -0.014476 -0.000125 14.494274 -1.408092 -56.895383
MODE 8 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA -171.311850 -1250.076 13.688223 91544.302 -5512.562 -792885.098
REACTNS 171.514390 1249.956 -13.700743 -91533.043 5524.537 792705.059
CONSTRS -0.180502 0.108517 0.013587 1.925336 -13.755331 119.159743
TOTAL 0.022038 -0.011777 0.001067 13.184988 -1.781045 -60.879187
MODE 9 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 1527.869 -221.756316 5.580336 26239.277 19013.039 -1.3031E+06
REACTNS -1527.588 221.758758 -5.576370 -26236.195 -19007.701 1.3029E+06
CONSTRS -0.270874 -0.009028 0.000649 7.197270 -10.915975 158.378858
TOTAL 0.010110 -0.006585 0.004615 10.278574 -5.578517 -58.555428
MODE 10 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 70.417247 -180.724439 -25.459476 -125824.828 13851.143 -253920.038
REACTNS -70.656154 181.392562 25.649216 125861.279 -13954.565 254158.301
CONSTRS 0.426425 -0.577756 -0.056825 32.694723 111.987742 -604.781022
TOTAL 0.187518 0.090367 0.132916 69.146163 8.565875 -366.518095
MODE 11 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA -414.024144 388.821239 4.299804 -30424.006 -23341.441 335560.596
REACTNS 413.973601 -388.869256 -4.442794 30345.965 23413.540 -335522.669
CONSTRS 0.034842 0.046099 0.057262 14.800993 -38.079917 -21.021412
TOTAL -0.015701 -0.001918 -0.085728 -63.239997 34.018723 16.905609
MODE 12 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 151.409374 247.473117 -115.224428 -126315.107 62803.580 -293254.118
REACTNS -151.364615 -247.458905 115.344053 126390.365 -62866.616 293229.330
CONSTRS -0.032260 -0.014206 -0.050727 -24.184559 35.871386 9.815619
TOTAL 0.012499 5.52E-06 0.068898 51.074083 -27.164358 -14.972251
MODE 13 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA -240.927208 -615.515455 -79.224680 2346.026 31377.165 338978.640
REACTNS 240.955688 615.445365 79.223725 -2336.184 -31377.221 -338995.681
CONSTRS -0.028022 0.068589 -0.001315 -11.413130 0.493270 18.365072
TOTAL 0.000458 -0.001501 -0.002270 -1.570567 0.436845 1.324248
MODE 14 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 0.316167 143.713012 -20.965522 16017.512 13838.758 675153.481
REACTNS -0.443495 -143.838836 20.552838 -16248.539 -13626.138 -675060.246
CONSTRS 0.081080 0.121287 0.164434 47.347255 -114.417543 -42.090646
TOTAL -0.046248 -0.004537 -0.248250 -183.679746 98.202479 51.144533
MODE 15 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA -9.633738 543.098979 -5.712081 -36146.067 -2845.006 -379133.213
REACTNS 9.564675 -543.107249 5.580752 36083.079 2915.705 379168.675
CONSTRS 0.109639 0.011805 0.084099 32.354754 -35.858526 -83.781156
TOTAL 0.040576 0.003535 -0.047231 -30.633274 34.840197 -48.319321
MODE 16 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA -118.944024 178.079933 0.949576 -22198.958 -4961.969 300772.011
REACTNS 118.771093 -178.141752 -1.196190 22103.183 5083.241 -300657.114
CONSTRS 0.248016 0.054403 0.158129 43.976607 -58.846941 -199.912785
TOTAL 0.075086 -0.007416 -0.088485 -51.797863 62.425737 -85.015746
SPEC SISMOX ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 553.803840 235.600532 1.491634 81361.003 182632.407 460452.789
REACTNS 553.796661 235.600631 1.491896 81360.976 182631.779 460445.708
CONSTRS 0.012590 0.008297 0.001149 2.117705 0.457494 7.883350
TOTAL 0.001029 0.001551 0.001343 1.196947 0.787901 3.507667
SPEC SISMOY ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 258.574741 425.475625 1.871918 146484.514 85732.832 380017.941
REACTNS 258.571805 425.476681 1.872088 146483.813 85732.535 380015.565
CONSTRS 0.012618 0.010239 0.001090 1.092407 0.685868 4.740874
TOTAL 0.001681 0.001355 0.001490 1.370584 0.748655 4.657903
SPEC SISMOXX ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 3140.249 1334.844 8.476475 460970.383 1.0356E+06 2.6106E+06
REACTNS 3140.208 1334.845 8.477965 460970.232 1.0356E+06 2.6106E+06
CONSTRS 0.071375 0.047030 0.006515 12.007934 2.593344 44.701671
TOTAL 0.005834 0.008795 0.007614 6.785203 4.466855 19.881736
SPEC SISMOYY ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 1464.489 2412.529 10.630335 830595.055 485571.171 2.1541E+06
REACTNS 1464.472 2412.535 10.631301 830591.075 485569.492 2.1541E+06
CONSTRS 0.071538 0.058052 0.006180 6.188453 3.889266 26.867677
TOTAL 0.009531 0.007682 0.008448 7.770619 4.244130 26.409624
COMB COMB1 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -6.78E-16 .000000 -7680.604 -5.6733E+06 3.8385E+06 4.83E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -3.39E-14 -9.50E-12 7680.604 5.6733E+06 -3.8385E+06 -4.69E-09
CONSTRS 1.75E-13 9.48E-12 8.11E-13 -3.13E-09 -3.81E-10 4.57E-09
TOTAL 1.40E-13 -1.76E-14 1.48E-11 4.69E-09 -2.99E-09 -1.24E-10
COMB COMB1 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -6.78E-16 .000000 -7680.604 -5.6733E+06 3.8385E+06 4.83E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -3.39E-14 -9.50E-12 7680.604 5.6733E+06 -3.8385E+06 -4.69E-09
CONSTRS 1.75E-13 9.48E-12 8.11E-13 -3.13E-09 -3.81E-10 4.57E-09
TOTAL 1.40E-13 -1.76E-14 1.48E-11 4.69E-09 -2.99E-09 -1.24E-10
COMB COMB2 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -5.81E-16 .000000 -9471.438 -6.8837E+06 4.7439E+06 4.14E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -1.50E-15 -1.04E-11 9471.438 6.8837E+06 -4.7439E+06 -5.17E-09
CONSTRS 1.66E-13 1.04E-11 9.06E-13 -3.33E-09 -4.67E-10 4.99E-09
TOTAL 1.64E-13 -8.25E-14 9.27E-12 1.14E-09 -2.89E-09 -1.82E-10
COMB COMB2 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -5.81E-16 .000000 -9471.438 -6.8837E+06 4.7439E+06 4.14E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -1.50E-15 -1.04E-11 9471.438 6.8837E+06 -4.7439E+06 -5.17E-09
CONSTRS 1.66E-13 1.04E-11 9.06E-13 -3.33E-09 -4.67E-10 4.99E-09
TOTAL 1.64E-13 -8.25E-14 9.27E-12 1.14E-09 -2.89E-09 -1.82E-10
COMB COMB3 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -5.81E-16 .000000 -8388.414 -6.1259E+06 4.1988E+06 4.14E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -1.18E-14 -9.58E-12 8388.414 6.1259E+06 -4.1988E+06 -4.74E-09
CONSTRS 1.60E-13 9.53E-12 8.27E-13 -3.09E-09 -4.14E-10 4.59E-09
TOTAL 1.48E-13 -5.73E-14 1.06E-11 2.22E-09 -2.77E-09 -1.53E-10
COMB COMB3 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -5.81E-16 .000000 -8388.414 -6.1259E+06 4.1988E+06 4.14E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -1.18E-14 -9.58E-12 8388.414 6.1259E+06 -4.1988E+06 -4.74E-09
CONSTRS 1.60E-13 9.53E-12 8.27E-13 -3.09E-09 -4.14E-10 4.59E-09
TOTAL 1.48E-13 -5.73E-14 1.06E-11 2.22E-09 -2.77E-09 -1.53E-10
COMB COMB4 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -5.81E-16 .000000 -8388.414 -6.1259E+06 4.1988E+06 4.14E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -1.18E-14 -9.58E-12 8388.414 6.1259E+06 -4.1988E+06 -4.74E-09
CONSTRS 1.60E-13 9.53E-12 8.27E-13 -3.09E-09 -4.14E-10 4.59E-09
TOTAL 1.48E-13 -5.73E-14 1.06E-11 2.22E-09 -2.77E-09 -1.53E-10
COMB COMB4 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -5.81E-16 .000000 -8388.414 -6.1259E+06 4.1988E+06 4.14E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -1.18E-14 -9.58E-12 8388.414 6.1259E+06 -4.1988E+06 -4.74E-09
CONSTRS 1.60E-13 9.53E-12 8.27E-13 -3.09E-09 -4.14E-10 4.59E-09
TOTAL 1.48E-13 -5.73E-14 1.06E-11 2.22E-09 -2.77E-09 -1.53E-10
COMB COMB5 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.36E-16 .000000 -4937.531 -3.6471E+06 2.4676E+06 3.11E-13
INERTIA 553.803840 235.600532 1.491634 81361.003 182632.407 460452.789
REACTNS 553.796661 235.600631 4939.023 3.7285E+06 -2.2850E+06 460445.708
CONSTRS 0.012590 0.008297 0.001149 2.117705 0.457494 7.883350
TOTAL 0.001029 0.001551 0.001343 1.196947 0.787901 3.507667
COMB COMB5 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.36E-16 .000000 -4937.531 -3.6471E+06 2.4676E+06 3.11E-13
INERTIA -553.803840 -235.600532 -1.491634 -81361.003 -182632.407 -460452.789
REACTNS -553.796661 -235.600631 4936.039 3.5658E+06 -2.6502E+06 -460445.708
CONSTRS -0.012590 -0.008297 -0.001149 -2.117705 -0.457494 -7.883350
TOTAL -0.001029 -0.001551 -0.001343 -1.196947 -0.787901 -3.507667
COMB COMB6 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.36E-16 .000000 -4937.531 -3.6471E+06 2.4676E+06 3.11E-13
INERTIA 258.574741 425.475625 1.871918 146484.514 85732.832 380017.941
REACTNS 258.571805 425.476681 4939.403 3.7936E+06 -2.3819E+06 380015.565
CONSTRS 0.012618 0.010239 0.001090 1.092407 0.685868 4.740874
TOTAL 0.001681 0.001355 0.001490 1.370584 0.748655 4.657903
COMB COMB6 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.36E-16 .000000 -4937.531 -3.6471E+06 2.4676E+06 3.11E-13
INERTIA -258.574741 -425.475625 -1.871918 -146484.514 -85732.832 -380017.941
REACTNS -258.571805 -425.476681 4935.659 3.5007E+06 -2.5533E+06 -380015.565
CONSTRS -0.012618 -0.010239 -0.001090 -1.092407 -0.685868 -4.740874
TOTAL -0.001681 -0.001355 -0.001490 -1.370584 -0.748655 -4.657903
COMB COMB7 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -5.81E-16 .000000 -8388.414 -6.1259E+06 4.1988E+06 4.14E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -1.18E-14 -9.58E-12 8388.414 6.1259E+06 -4.1988E+06 -4.74E-09
CONSTRS 1.60E-13 9.53E-12 8.27E-13 -3.09E-09 -4.14E-10 4.59E-09
TOTAL 1.48E-13 -5.73E-14 1.06E-11 2.22E-09 -2.77E-09 -1.53E-10
COMB COMB7 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -5.81E-16 .000000 -8388.414 -6.1259E+06 4.1988E+06 4.14E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -1.18E-14 -9.58E-12 8388.414 6.1259E+06 -4.1988E+06 -4.74E-09
CONSTRS 1.60E-13 9.53E-12 8.27E-13 -3.09E-09 -4.14E-10 4.59E-09
TOTAL 1.48E-13 -5.73E-14 1.06E-11 2.22E-09 -2.77E-09 -1.53E-10
COMB COMB8 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -5.81E-16 .000000 -8388.414 -6.1259E+06 4.1988E+06 4.14E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -1.18E-14 -9.58E-12 8388.414 6.1259E+06 -4.1988E+06 -4.74E-09
CONSTRS 1.60E-13 9.53E-12 8.27E-13 -3.09E-09 -4.14E-10 4.59E-09
TOTAL 1.48E-13 -5.73E-14 1.06E-11 2.22E-09 -2.77E-09 -1.53E-10
COMB COMB8 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -5.81E-16 .000000 -8388.414 -6.1259E+06 4.1988E+06 4.14E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -1.18E-14 -9.58E-12 8388.414 6.1259E+06 -4.1988E+06 -4.74E-09
CONSTRS 1.60E-13 9.53E-12 8.27E-13 -3.09E-09 -4.14E-10 4.59E-09
TOTAL 1.48E-13 -5.73E-14 1.06E-11 2.22E-09 -2.77E-09 -1.53E-10
COMB COMB9 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -5.81E-16 .000000 -8388.414 -6.1259E+06 4.1988E+06 4.14E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -1.18E-14 -9.58E-12 8388.414 6.1259E+06 -4.1988E+06 -4.74E-09
CONSTRS 1.60E-13 9.53E-12 8.27E-13 -3.09E-09 -4.14E-10 4.59E-09
TOTAL 1.48E-13 -5.73E-14 1.06E-11 2.22E-09 -2.77E-09 -1.53E-10
COMB COMB9 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -5.81E-16 .000000 -8388.414 -6.1259E+06 4.1988E+06 4.14E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -1.18E-14 -9.58E-12 8388.414 6.1259E+06 -4.1988E+06 -4.74E-09
CONSTRS 1.60E-13 9.53E-12 8.27E-13 -3.09E-09 -4.14E-10 4.59E-09
TOTAL 1.48E-13 -5.73E-14 1.06E-11 2.22E-09 -2.77E-09 -1.53E-10
COMB COMB10 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -5.81E-16 .000000 -8388.414 -6.1259E+06 4.1988E+06 4.14E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -1.18E-14 -9.58E-12 8388.414 6.1259E+06 -4.1988E+06 -4.74E-09
CONSTRS 1.60E-13 9.53E-12 8.27E-13 -3.09E-09 -4.14E-10 4.59E-09
TOTAL 1.48E-13 -5.73E-14 1.06E-11 2.22E-09 -2.77E-09 -1.53E-10
COMB COMB10 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -5.81E-16 .000000 -8388.414 -6.1259E+06 4.1988E+06 4.14E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -1.18E-14 -9.58E-12 8388.414 6.1259E+06 -4.1988E+06 -4.74E-09
CONSTRS 1.60E-13 9.53E-12 8.27E-13 -3.09E-09 -4.14E-10 4.59E-09
TOTAL 1.48E-13 -5.73E-14 1.06E-11 2.22E-09 -2.77E-09 -1.53E-10
COMB COMB11 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 4.7439E+06 4.83E-13
INERTIA 553.803840 425.475625 1.871918 146484.514 182632.407 460452.789
REACTNS 553.796661 425.476681 9471.438 6.8837E+06 .000000 460445.708
CONSTRS 0.012618 0.010239 0.001149 2.117705 0.685868 7.883350
TOTAL 0.001681 0.001551 0.001490 1.370584 0.787901 4.657903
COMB COMB11 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -6.78E-16 .000000 -9471.438 -6.8837E+06 .000000 .000000
INERTIA -553.803840 -425.475625 -1.871918 -146484.514 -182632.407 -460452.789
REACTNS -553.796661 -425.476681 .000000 .000000 -4.7439E+06 -460445.708
CONSTRS -0.012618 -0.010239 -0.001149 -2.117705 -0.685868 -7.883350
TOTAL -0.001681 -0.001551 -0.001490 -1.370584 -0.787901 -4.657903
COMB COMB12 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -6.99E-15 -8.23E-12 7291.185 5.3154E+06 -3.6504E+06 -4.07E-09
CONSTRS 1.35E-13 8.17E-12 7.11E-13 -2.64E-09 -3.60E-10 3.93E-09
TOTAL 1.28E-13 -5.47E-14 8.44E-12 1.55E-09 -2.34E-09 -1.36E-10
COMB COMB12 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -6.99E-15 -8.23E-12 7291.185 5.3154E+06 -3.6504E+06 -4.07E-09
CONSTRS 1.35E-13 8.17E-12 7.11E-13 -2.64E-09 -3.60E-10 3.93E-09
TOTAL 1.28E-13 -5.47E-14 8.44E-12 1.55E-09 -2.34E-09 -1.36E-10
COMB COMB13 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -6839.925 -4.9997E+06 3.4233E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -1.13E-14 -7.87E-12 6839.925 4.9997E+06 -3.4233E+06 -3.89E-09
CONSTRS 1.32E-13 7.82E-12 6.78E-13 -2.54E-09 -3.38E-10 3.77E-09
TOTAL 1.21E-13 -4.42E-14 8.98E-12 2.00E-09 -2.29E-09 -1.24E-10
COMB COMB13 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -6839.925 -4.9997E+06 3.4233E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -1.13E-14 -7.87E-12 6839.925 4.9997E+06 -3.4233E+06 -3.89E-09
CONSTRS 1.32E-13 7.82E-12 6.78E-13 -2.54E-09 -3.38E-10 3.77E-09
TOTAL 1.21E-13 -4.42E-14 8.98E-12 2.00E-09 -2.29E-09 -1.24E-10
COMB COMB14 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -6839.925 -4.9997E+06 3.4233E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -1.13E-14 -7.87E-12 6839.925 4.9997E+06 -3.4233E+06 -3.89E-09
CONSTRS 1.32E-13 7.82E-12 6.78E-13 -2.54E-09 -3.38E-10 3.77E-09
TOTAL 1.21E-13 -4.42E-14 8.98E-12 2.00E-09 -2.29E-09 -1.24E-10
COMB COMB14 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -6839.925 -4.9997E+06 3.4233E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -1.13E-14 -7.87E-12 6839.925 4.9997E+06 -3.4233E+06 -3.89E-09
CONSTRS 1.32E-13 7.82E-12 6.78E-13 -2.54E-09 -3.38E-10 3.77E-09
TOTAL 1.21E-13 -4.42E-14 8.98E-12 2.00E-09 -2.29E-09 -1.24E-10
COMB COMB15 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 3.6504E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS .000000 .000000 7291.185 5.3154E+06 .000000 .000000
CONSTRS 1.35E-13 8.17E-12 7.11E-13 .000000 .000000 3.93E-09
TOTAL 1.28E-13 .000000 8.98E-12 2.00E-09 .000000 .000000
COMB COMB15 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 .000000 .000000
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -1.13E-14 -8.23E-12 .000000 .000000 -3.6504E+06 -4.07E-09
CONSTRS .000000 .000000 .000000 -2.64E-09 -3.60E-10 .000000
TOTAL .000000 -5.47E-14 .000000 .000000 -2.34E-09 -1.36E-10
COMB DSTL1 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.42E-14 -6.78E-12 5486.146 4.0524E+06 -2.7418E+06 -3.35E-09
CONSTRS 1.25E-13 6.77E-12 5.79E-13 -2.24E-09 -2.72E-10 3.26E-09
TOTAL 1.00E-13 -1.26E-14 1.06E-11 3.35E-09 -2.13E-09 -8.88E-11
COMB DSTL1 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.42E-14 -6.78E-12 5486.146 4.0524E+06 -2.7418E+06 -3.35E-09
CONSTRS 1.25E-13 6.77E-12 5.79E-13 -2.24E-09 -2.72E-10 3.26E-09
TOTAL 1.00E-13 -1.26E-14 1.06E-11 3.35E-09 -2.13E-09 -8.88E-11
COMB DSTL2 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -6.99E-15 -8.23E-12 7291.185 5.3154E+06 -3.6504E+06 -4.07E-09
CONSTRS 1.35E-13 8.17E-12 7.11E-13 -2.64E-09 -3.60E-10 3.93E-09
TOTAL 1.28E-13 -5.47E-14 8.44E-12 1.55E-09 -2.34E-09 -1.36E-10
COMB DSTL2 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -6.99E-15 -8.23E-12 7291.185 5.3154E+06 -3.6504E+06 -4.07E-09
CONSTRS 1.35E-13 8.17E-12 7.11E-13 -2.64E-09 -3.60E-10 3.93E-09
TOTAL 1.28E-13 -5.47E-14 8.44E-12 1.55E-09 -2.34E-09 -1.36E-10
COMB DSTL3 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -6.99E-15 -8.23E-12 7291.185 5.3154E+06 -3.6504E+06 -4.07E-09
CONSTRS 1.35E-13 8.17E-12 7.11E-13 -2.64E-09 -3.60E-10 3.93E-09
TOTAL 1.28E-13 -5.47E-14 8.44E-12 1.55E-09 -2.34E-09 -1.36E-10
COMB DSTL3 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -6.99E-15 -8.23E-12 7291.185 5.3154E+06 -3.6504E+06 -4.07E-09
CONSTRS 1.35E-13 8.17E-12 7.11E-13 -2.64E-09 -3.60E-10 3.93E-09
TOTAL 1.28E-13 -5.47E-14 8.44E-12 1.55E-09 -2.34E-09 -1.36E-10
COMB DSTL4 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -6.99E-15 -8.23E-12 7291.185 5.3154E+06 -3.6504E+06 -4.07E-09
CONSTRS 1.35E-13 8.17E-12 7.11E-13 -2.64E-09 -3.60E-10 3.93E-09
TOTAL 1.28E-13 -5.47E-14 8.44E-12 1.55E-09 -2.34E-09 -1.36E-10
COMB DSTL4 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -6.99E-15 -8.23E-12 7291.185 5.3154E+06 -3.6504E+06 -4.07E-09
CONSTRS 1.35E-13 8.17E-12 7.11E-13 -2.64E-09 -3.60E-10 3.93E-09
TOTAL 1.28E-13 -5.47E-14 8.44E-12 1.55E-09 -2.34E-09 -1.36E-10
COMB DSTL5 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -6.99E-15 -8.23E-12 7291.185 5.3154E+06 -3.6504E+06 -4.07E-09
CONSTRS 1.35E-13 8.17E-12 7.11E-13 -2.64E-09 -3.60E-10 3.93E-09
TOTAL 1.28E-13 -5.47E-14 8.44E-12 1.55E-09 -2.34E-09 -1.36E-10
COMB DSTL5 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -6.99E-15 -8.23E-12 7291.185 5.3154E+06 -3.6504E+06 -4.07E-09
CONSTRS 1.35E-13 8.17E-12 7.11E-13 -2.64E-09 -3.60E-10 3.93E-09
TOTAL 1.28E-13 -5.47E-14 8.44E-12 1.55E-09 -2.34E-09 -1.36E-10
COMB DSTL6 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -6.99E-15 -8.23E-12 7291.185 5.3154E+06 -3.6504E+06 -4.07E-09
CONSTRS 1.35E-13 8.17E-12 7.11E-13 -2.64E-09 -3.60E-10 3.93E-09
TOTAL 1.28E-13 -5.47E-14 8.44E-12 1.55E-09 -2.34E-09 -1.36E-10
COMB DSTL6 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -6.99E-15 -8.23E-12 7291.185 5.3154E+06 -3.6504E+06 -4.07E-09
CONSTRS 1.35E-13 8.17E-12 7.11E-13 -2.64E-09 -3.60E-10 3.93E-09
TOTAL 1.28E-13 -5.47E-14 8.44E-12 1.55E-09 -2.34E-09 -1.36E-10
COMB DSTL7 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -6.99E-15 -8.23E-12 7291.185 5.3154E+06 -3.6504E+06 -4.07E-09
CONSTRS 1.35E-13 8.17E-12 7.11E-13 -2.64E-09 -3.60E-10 3.93E-09
TOTAL 1.28E-13 -5.47E-14 8.44E-12 1.55E-09 -2.34E-09 -1.36E-10
COMB DSTL7 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -6.99E-15 -8.23E-12 7291.185 5.3154E+06 -3.6504E+06 -4.07E-09
CONSTRS 1.35E-13 8.17E-12 7.11E-13 -2.64E-09 -3.60E-10 3.93E-09
TOTAL 1.28E-13 -5.47E-14 8.44E-12 1.55E-09 -2.34E-09 -1.36E-10
COMB DSTL8 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -6.99E-15 -8.23E-12 7291.185 5.3154E+06 -3.6504E+06 -4.07E-09
CONSTRS 1.35E-13 8.17E-12 7.11E-13 -2.64E-09 -3.60E-10 3.93E-09
TOTAL 1.28E-13 -5.47E-14 8.44E-12 1.55E-09 -2.34E-09 -1.36E-10
COMB DSTL8 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -6.99E-15 -8.23E-12 7291.185 5.3154E+06 -3.6504E+06 -4.07E-09
CONSTRS 1.35E-13 8.17E-12 7.11E-13 -2.64E-09 -3.60E-10 3.93E-09
TOTAL 1.28E-13 -5.47E-14 8.44E-12 1.55E-09 -2.34E-09 -1.36E-10
COMB DSTL9 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -6.99E-15 -8.23E-12 7291.185 5.3154E+06 -3.6504E+06 -4.07E-09
CONSTRS 1.35E-13 8.17E-12 7.11E-13 -2.64E-09 -3.60E-10 3.93E-09
TOTAL 1.28E-13 -5.47E-14 8.44E-12 1.55E-09 -2.34E-09 -1.36E-10
COMB DSTL9 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -6.99E-15 -8.23E-12 7291.185 5.3154E+06 -3.6504E+06 -4.07E-09
CONSTRS 1.35E-13 8.17E-12 7.11E-13 -2.64E-09 -3.60E-10 3.93E-09
TOTAL 1.28E-13 -5.47E-14 8.44E-12 1.55E-09 -2.34E-09 -1.36E-10
COMB DSTL10 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -6.99E-15 -8.23E-12 7291.185 5.3154E+06 -3.6504E+06 -4.07E-09
CONSTRS 1.35E-13 8.17E-12 7.11E-13 -2.64E-09 -3.60E-10 3.93E-09
TOTAL 1.28E-13 -5.47E-14 8.44E-12 1.55E-09 -2.34E-09 -1.36E-10
COMB DSTL10 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -6.99E-15 -8.23E-12 7291.185 5.3154E+06 -3.6504E+06 -4.07E-09
CONSTRS 1.35E-13 8.17E-12 7.11E-13 -2.64E-09 -3.60E-10 3.93E-09
TOTAL 1.28E-13 -5.47E-14 8.44E-12 1.55E-09 -2.34E-09 -1.36E-10
COMB DSTL11 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.42E-14 -6.78E-12 5486.146 4.0524E+06 -2.7418E+06 -3.35E-09
CONSTRS 1.25E-13 6.77E-12 5.79E-13 -2.24E-09 -2.72E-10 3.26E-09
TOTAL 1.00E-13 -1.26E-14 1.06E-11 3.35E-09 -2.13E-09 -8.88E-11
COMB DSTL11 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.42E-14 -6.78E-12 5486.146 4.0524E+06 -2.7418E+06 -3.35E-09
CONSTRS 1.25E-13 6.77E-12 5.79E-13 -2.24E-09 -2.72E-10 3.26E-09
TOTAL 1.00E-13 -1.26E-14 1.06E-11 3.35E-09 -2.13E-09 -8.88E-11
COMB DSTL12 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.42E-14 -6.78E-12 5486.146 4.0524E+06 -2.7418E+06 -3.35E-09
CONSTRS 1.25E-13 6.77E-12 5.79E-13 -2.24E-09 -2.72E-10 3.26E-09
TOTAL 1.00E-13 -1.26E-14 1.06E-11 3.35E-09 -2.13E-09 -8.88E-11
COMB DSTL12 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.42E-14 -6.78E-12 5486.146 4.0524E+06 -2.7418E+06 -3.35E-09
CONSTRS 1.25E-13 6.77E-12 5.79E-13 -2.24E-09 -2.72E-10 3.26E-09
TOTAL 1.00E-13 -1.26E-14 1.06E-11 3.35E-09 -2.13E-09 -8.88E-11
COMB DSTL13 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.42E-14 -6.78E-12 5486.146 4.0524E+06 -2.7418E+06 -3.35E-09
CONSTRS 1.25E-13 6.77E-12 5.79E-13 -2.24E-09 -2.72E-10 3.26E-09
TOTAL 1.00E-13 -1.26E-14 1.06E-11 3.35E-09 -2.13E-09 -8.88E-11
COMB DSTL13 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.42E-14 -6.78E-12 5486.146 4.0524E+06 -2.7418E+06 -3.35E-09
CONSTRS 1.25E-13 6.77E-12 5.79E-13 -2.24E-09 -2.72E-10 3.26E-09
TOTAL 1.00E-13 -1.26E-14 1.06E-11 3.35E-09 -2.13E-09 -8.88E-11
COMB DSTL14 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.42E-14 -6.78E-12 5486.146 4.0524E+06 -2.7418E+06 -3.35E-09
CONSTRS 1.25E-13 6.77E-12 5.79E-13 -2.24E-09 -2.72E-10 3.26E-09
TOTAL 1.00E-13 -1.26E-14 1.06E-11 3.35E-09 -2.13E-09 -8.88E-11
COMB DSTL14 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.42E-14 -6.78E-12 5486.146 4.0524E+06 -2.7418E+06 -3.35E-09
CONSTRS 1.25E-13 6.77E-12 5.79E-13 -2.24E-09 -2.72E-10 3.26E-09
TOTAL 1.00E-13 -1.26E-14 1.06E-11 3.35E-09 -2.13E-09 -8.88E-11
COMB DSTL15 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.42E-14 -6.78E-12 5486.146 4.0524E+06 -2.7418E+06 -3.35E-09
CONSTRS 1.25E-13 6.77E-12 5.79E-13 -2.24E-09 -2.72E-10 3.26E-09
TOTAL 1.00E-13 -1.26E-14 1.06E-11 3.35E-09 -2.13E-09 -8.88E-11
COMB DSTL15 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.42E-14 -6.78E-12 5486.146 4.0524E+06 -2.7418E+06 -3.35E-09
CONSTRS 1.25E-13 6.77E-12 5.79E-13 -2.24E-09 -2.72E-10 3.26E-09
TOTAL 1.00E-13 -1.26E-14 1.06E-11 3.35E-09 -2.13E-09 -8.88E-11
COMB DSTL16 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.42E-14 -6.78E-12 5486.146 4.0524E+06 -2.7418E+06 -3.35E-09
CONSTRS 1.25E-13 6.77E-12 5.79E-13 -2.24E-09 -2.72E-10 3.26E-09
TOTAL 1.00E-13 -1.26E-14 1.06E-11 3.35E-09 -2.13E-09 -8.88E-11
COMB DSTL16 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.42E-14 -6.78E-12 5486.146 4.0524E+06 -2.7418E+06 -3.35E-09
CONSTRS 1.25E-13 6.77E-12 5.79E-13 -2.24E-09 -2.72E-10 3.26E-09
TOTAL 1.00E-13 -1.26E-14 1.06E-11 3.35E-09 -2.13E-09 -8.88E-11
COMB DSTL17 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.42E-14 -6.78E-12 5486.146 4.0524E+06 -2.7418E+06 -3.35E-09
CONSTRS 1.25E-13 6.77E-12 5.79E-13 -2.24E-09 -2.72E-10 3.26E-09
TOTAL 1.00E-13 -1.26E-14 1.06E-11 3.35E-09 -2.13E-09 -8.88E-11
COMB DSTL17 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.42E-14 -6.78E-12 5486.146 4.0524E+06 -2.7418E+06 -3.35E-09
CONSTRS 1.25E-13 6.77E-12 5.79E-13 -2.24E-09 -2.72E-10 3.26E-09
TOTAL 1.00E-13 -1.26E-14 1.06E-11 3.35E-09 -2.13E-09 -8.88E-11
COMB DSTL18 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.42E-14 -6.78E-12 5486.146 4.0524E+06 -2.7418E+06 -3.35E-09
CONSTRS 1.25E-13 6.77E-12 5.79E-13 -2.24E-09 -2.72E-10 3.26E-09
TOTAL 1.00E-13 -1.26E-14 1.06E-11 3.35E-09 -2.13E-09 -8.88E-11
COMB DSTL18 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.42E-14 -6.78E-12 5486.146 4.0524E+06 -2.7418E+06 -3.35E-09
CONSTRS 1.25E-13 6.77E-12 5.79E-13 -2.24E-09 -2.72E-10 3.26E-09
TOTAL 1.00E-13 -1.26E-14 1.06E-11 3.35E-09 -2.13E-09 -8.88E-11
COMB DSTL19 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA 553.803840 235.600532 1.491634 81361.003 182632.407 460452.789
REACTNS 553.796661 235.600631 7292.677 5.3968E+06 -3.4678E+06 460445.708
CONSTRS 0.012590 0.008297 0.001149 2.117705 0.457494 7.883350
TOTAL 0.001029 0.001551 0.001343 1.196947 0.787901 3.507667
COMB DSTL19 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA -553.803840 -235.600532 -1.491634 -81361.003 -182632.407 -460452.789
REACTNS -553.796661 -235.600631 7289.693 5.2340E+06 -3.8330E+06 -460445.708
CONSTRS -0.012590 -0.008297 -0.001149 -2.117705 -0.457494 -7.883350
TOTAL -0.001029 -0.001551 -0.001343 -1.196947 -0.787901 -3.507667
COMB DSTL20 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA 553.803840 235.600532 1.491634 81361.003 182632.407 460452.789
REACTNS 553.796661 235.600631 7292.677 5.3968E+06 -3.4678E+06 460445.708
CONSTRS 0.012590 0.008297 0.001149 2.117705 0.457494 7.883350
TOTAL 0.001029 0.001551 0.001343 1.196947 0.787901 3.507667
COMB DSTL20 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA -553.803840 -235.600532 -1.491634 -81361.003 -182632.407 -460452.789
REACTNS -553.796661 -235.600631 7289.693 5.2340E+06 -3.8330E+06 -460445.708
CONSTRS -0.012590 -0.008297 -0.001149 -2.117705 -0.457494 -7.883350
TOTAL -0.001029 -0.001551 -0.001343 -1.196947 -0.787901 -3.507667
COMB DSTL21 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA 258.574741 425.475625 1.871918 146484.514 85732.832 380017.941
REACTNS 258.571805 425.476681 7293.057 5.4619E+06 -3.5647E+06 380015.565
CONSTRS 0.012618 0.010239 0.001090 1.092407 0.685868 4.740874
TOTAL 0.001681 0.001355 0.001490 1.370584 0.748655 4.657903
COMB DSTL21 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA -258.574741 -425.475625 -1.871918 -146484.514 -85732.832 -380017.941
REACTNS -258.571805 -425.476681 7289.313 5.1689E+06 -3.7361E+06 -380015.565
CONSTRS -0.012618 -0.010239 -0.001090 -1.092407 -0.685868 -4.740874
TOTAL -0.001681 -0.001355 -0.001490 -1.370584 -0.748655 -4.657903
COMB DSTL22 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA 258.574741 425.475625 1.871918 146484.514 85732.832 380017.941
REACTNS 258.571805 425.476681 7293.057 5.4619E+06 -3.5647E+06 380015.565
CONSTRS 0.012618 0.010239 0.001090 1.092407 0.685868 4.740874
TOTAL 0.001681 0.001355 0.001490 1.370584 0.748655 4.657903
COMB DSTL22 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA -258.574741 -425.475625 -1.871918 -146484.514 -85732.832 -380017.941
REACTNS -258.571805 -425.476681 7289.313 5.1689E+06 -3.7361E+06 -380015.565
CONSTRS -0.012618 -0.010239 -0.001090 -1.092407 -0.685868 -4.740874
TOTAL -0.001681 -0.001355 -0.001490 -1.370584 -0.748655 -4.657903
COMB DSTL23 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA 3140.249 1334.844 8.476475 460970.383 1.0356E+06 2.6106E+06
REACTNS 3140.208 1334.845 7299.663 5.7764E+06 -2.6148E+06 2.6106E+06
CONSTRS 0.071375 0.047030 0.006515 12.007934 2.593344 44.701671
TOTAL 0.005834 0.008795 0.007614 6.785203 4.466855 19.881736
COMB DSTL23 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA -3140.249 -1334.844 -8.476475 -460970.383 -1.0356E+06 -2.6106E+06
REACTNS -3140.208 -1334.845 7282.707 4.8544E+06 -4.6860E+06 -2.6106E+06
CONSTRS -0.071375 -0.047030 -0.006515 -12.007934 -2.593344 -44.701671
TOTAL -0.005834 -0.008795 -0.007614 -6.785203 -4.466855 -19.881736
COMB DSTL24 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA 3140.249 1334.844 8.476475 460970.383 1.0356E+06 2.6106E+06
REACTNS 3140.208 1334.845 7299.663 5.7764E+06 -2.6148E+06 2.6106E+06
CONSTRS 0.071375 0.047030 0.006515 12.007934 2.593344 44.701671
TOTAL 0.005834 0.008795 0.007614 6.785203 4.466855 19.881736
COMB DSTL24 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA -3140.249 -1334.844 -8.476475 -460970.383 -1.0356E+06 -2.6106E+06
REACTNS -3140.208 -1334.845 7282.707 4.8544E+06 -4.6860E+06 -2.6106E+06
CONSTRS -0.071375 -0.047030 -0.006515 -12.007934 -2.593344 -44.701671
TOTAL -0.005834 -0.008795 -0.007614 -6.785203 -4.466855 -19.881736
COMB DSTL25 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA 1464.489 2412.529 10.630335 830595.055 485571.171 2.1541E+06
REACTNS 1464.472 2412.535 7301.816 6.1460E+06 -3.1648E+06 2.1541E+06
CONSTRS 0.071538 0.058052 0.006180 6.188453 3.889266 26.867677
TOTAL 0.009531 0.007682 0.008448 7.770619 4.244130 26.409624
COMB DSTL25 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA -1464.489 -2412.529 -10.630335 -830595.055 -485571.171 -2.1541E+06
REACTNS -1464.472 -2412.535 7280.554 4.4848E+06 -4.1360E+06 -2.1541E+06
CONSTRS -0.071538 -0.058052 -0.006180 -6.188453 -3.889266 -26.867677
TOTAL -0.009531 -0.007682 -0.008448 -7.770619 -4.244130 -26.409624
COMB DSTL26 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA 1464.489 2412.529 10.630335 830595.055 485571.171 2.1541E+06
REACTNS 1464.472 2412.535 7301.816 6.1460E+06 -3.1648E+06 2.1541E+06
CONSTRS 0.071538 0.058052 0.006180 6.188453 3.889266 26.867677
TOTAL 0.009531 0.007682 0.008448 7.770619 4.244130 26.409624
COMB DSTL26 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -7291.185 -5.3154E+06 3.6504E+06 3.45E-13
INERTIA -1464.489 -2412.529 -10.630335 -830595.055 -485571.171 -2.1541E+06
REACTNS -1464.472 -2412.535 7280.554 4.4848E+06 -4.1360E+06 -2.1541E+06
CONSTRS -0.071538 -0.058052 -0.006180 -6.188453 -3.889266 -26.867677
TOTAL -0.009531 -0.007682 -0.008448 -7.770619 -4.244130 -26.409624
COMB DSTL27 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA 553.803840 235.600532 1.491634 81361.003 182632.407 460452.789
REACTNS 553.796661 235.600631 5487.638 4.1337E+06 -2.5592E+06 460445.708
CONSTRS 0.012590 0.008297 0.001149 2.117705 0.457494 7.883350
TOTAL 0.001029 0.001551 0.001343 1.196947 0.787901 3.507667
COMB DSTL27 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA -553.803840 -235.600532 -1.491634 -81361.003 -182632.407 -460452.789
REACTNS -553.796661 -235.600631 5484.654 3.9710E+06 -2.9244E+06 -460445.708
CONSTRS -0.012590 -0.008297 -0.001149 -2.117705 -0.457494 -7.883350
TOTAL -0.001029 -0.001551 -0.001343 -1.196947 -0.787901 -3.507667
COMB DSTL28 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA 553.803840 235.600532 1.491634 81361.003 182632.407 460452.789
REACTNS 553.796661 235.600631 5487.638 4.1337E+06 -2.5592E+06 460445.708
CONSTRS 0.012590 0.008297 0.001149 2.117705 0.457494 7.883350
TOTAL 0.001029 0.001551 0.001343 1.196947 0.787901 3.507667
COMB DSTL28 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA -553.803840 -235.600532 -1.491634 -81361.003 -182632.407 -460452.789
REACTNS -553.796661 -235.600631 5484.654 3.9710E+06 -2.9244E+06 -460445.708
CONSTRS -0.012590 -0.008297 -0.001149 -2.117705 -0.457494 -7.883350
TOTAL -0.001029 -0.001551 -0.001343 -1.196947 -0.787901 -3.507667
COMB DSTL29 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA 258.574741 425.475625 1.871918 146484.514 85732.832 380017.941
REACTNS 258.571805 425.476681 5488.018 4.1989E+06 -2.6561E+06 380015.565
CONSTRS 0.012618 0.010239 0.001090 1.092407 0.685868 4.740874
TOTAL 0.001681 0.001355 0.001490 1.370584 0.748655 4.657903
COMB DSTL29 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA -258.574741 -425.475625 -1.871918 -146484.514 -85732.832 -380017.941
REACTNS -258.571805 -425.476681 5484.274 3.9059E+06 -2.8275E+06 -380015.565
CONSTRS -0.012618 -0.010239 -0.001090 -1.092407 -0.685868 -4.740874
TOTAL -0.001681 -0.001355 -0.001490 -1.370584 -0.748655 -4.657903
COMB DSTL30 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA 258.574741 425.475625 1.871918 146484.514 85732.832 380017.941
REACTNS 258.571805 425.476681 5488.018 4.1989E+06 -2.6561E+06 380015.565
CONSTRS 0.012618 0.010239 0.001090 1.092407 0.685868 4.740874
TOTAL 0.001681 0.001355 0.001490 1.370584 0.748655 4.657903
COMB DSTL30 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA -258.574741 -425.475625 -1.871918 -146484.514 -85732.832 -380017.941
REACTNS -258.571805 -425.476681 5484.274 3.9059E+06 -2.8275E+06 -380015.565
CONSTRS -0.012618 -0.010239 -0.001090 -1.092407 -0.685868 -4.740874
TOTAL -0.001681 -0.001355 -0.001490 -1.370584 -0.748655 -4.657903
COMB DSTL31 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA 3140.249 1334.844 8.476475 460970.383 1.0356E+06 2.6106E+06
REACTNS 3140.208 1334.845 5494.624 4.5134E+06 -1.7062E+06 2.6106E+06
CONSTRS 0.071375 0.047030 0.006515 12.007934 2.593344 44.701671
TOTAL 0.005834 0.008795 0.007614 6.785203 4.466855 19.881736
COMB DSTL31 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA -3140.249 -1334.844 -8.476475 -460970.383 -1.0356E+06 -2.6106E+06
REACTNS -3140.208 -1334.845 5477.668 3.5914E+06 -3.7774E+06 -2.6106E+06
CONSTRS -0.071375 -0.047030 -0.006515 -12.007934 -2.593344 -44.701671
TOTAL -0.005834 -0.008795 -0.007614 -6.785203 -4.466855 -19.881736
COMB DSTL32 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA 3140.249 1334.844 8.476475 460970.383 1.0356E+06 2.6106E+06
REACTNS 3140.208 1334.845 5494.624 4.5134E+06 -1.7062E+06 2.6106E+06
CONSTRS 0.071375 0.047030 0.006515 12.007934 2.593344 44.701671
TOTAL 0.005834 0.008795 0.007614 6.785203 4.466855 19.881736
COMB DSTL32 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA -3140.249 -1334.844 -8.476475 -460970.383 -1.0356E+06 -2.6106E+06
REACTNS -3140.208 -1334.845 5477.668 3.5914E+06 -3.7774E+06 -2.6106E+06
CONSTRS -0.071375 -0.047030 -0.006515 -12.007934 -2.593344 -44.701671
TOTAL -0.005834 -0.008795 -0.007614 -6.785203 -4.466855 -19.881736
COMB DSTL33 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA 1464.489 2412.529 10.630335 830595.055 485571.171 2.1541E+06
REACTNS 1464.472 2412.535 5496.777 4.8830E+06 -2.2562E+06 2.1541E+06
CONSTRS 0.071538 0.058052 0.006180 6.188453 3.889266 26.867677
TOTAL 0.009531 0.007682 0.008448 7.770619 4.244130 26.409624
COMB DSTL33 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA -1464.489 -2412.529 -10.630335 -830595.055 -485571.171 -2.1541E+06
REACTNS -1464.472 -2412.535 5475.515 3.2218E+06 -3.2274E+06 -2.1541E+06
CONSTRS -0.071538 -0.058052 -0.006180 -6.188453 -3.889266 -26.867677
TOTAL -0.009531 -0.007682 -0.008448 -7.770619 -4.244130 -26.409624
COMB DSTL34 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA 1464.489 2412.529 10.630335 830595.055 485571.171 2.1541E+06
REACTNS 1464.472 2412.535 5496.777 4.8830E+06 -2.2562E+06 2.1541E+06
CONSTRS 0.071538 0.058052 0.006180 6.188453 3.889266 26.867677
TOTAL 0.009531 0.007682 0.008448 7.770619 4.244130 26.409624
COMB DSTL34 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -4.84E-16 .000000 -5486.146 -4.0524E+06 2.7418E+06 3.45E-13
INERTIA -1464.489 -2412.529 -10.630335 -830595.055 -485571.171 -2.1541E+06
REACTNS -1464.472 -2412.535 5475.515 3.2218E+06 -3.2274E+06 -2.1541E+06
CONSTRS -0.071538 -0.058052 -0.006180 -6.188453 -3.889266 -26.867677
TOTAL -0.009531 -0.007682 -0.008448 -7.770619 -4.244130 -26.409624
4.8 calculo del indice de flexibilidad de la estructura.
INDICE DE FLEXIBILIDAD DE LA ESTRUCTURA
Máximo cociente entre la deriva calculada y la máxima deriva permitida en
toda la estructura.
Debe ser menor a la unidad para garantizar el comportamiento de la estructura.
Punto desp. desp. Deriva Deriva deriva deriva Indice de
x y x y calc. Mx. flex.
SENTIDO XX
A5 12.195 3.517 2.307 0.983 2.508 2.850 0.880
A4 9.888 2.534 3.299 1.268 3.534 2.850 1.240
A3 6.589 1.266 4.198 1.188 4.363 2.850 1.531
A2 2.391 0.078 2.391 0.078 2.392 2.850 0.839
A1 0.000 0.000 0.000 0.000 0.000 0.000
B5 11.799 3.517 2.218 0.983 2.426 2.850 0.851
B4 9.581 2.534 3.188 1.268 3.431 2.850 1.204
B3 6.393 1.266 4.070 1.188 4.240 2.850 1.488
B2 2.323 0.078 2.323 0.078 2.325 2.850 0.816
B1 0.000 0.000 0.000 0.000 0.000 0.000
C5 11.077 3.517 2.052 0.983 2.275 2.850 0.798
C4 9.026 2.534 2.983 1.268 3.242 2.850 1.137
C3 6.043 1.266 3.837 1.188 4.017 2.850 1.409
C2 2.206 0.078 2.206 0.078 2.207 2.850 0.774
C1 0.000 0.000 0.000 0.000 0.000 0.000
D5 9.864 3.517 1.756 0.985 2.013 2.850 0.706
D4 8.108 2.533 2.624 1.267 2.914 2.850 1.022
D3 5.484 1.266 3.453 1.188 3.652 2.850 1.281
D2 2.031 0.078 2.031 0.078 2.033 2.850 0.713
D1 0.000 0.000 0.000 0.000 0.000 0.000
E5 9.307 3.517 1.589 0.983 1.868 2.850 0.656
E4 7.718 2.534 2.458 1.268 2.766 2.850 0.970
E3 5.261 1.266 3.284 1.188 3.492 2.850 1.225
E2 1.976 0.078 1.976 0.078 1.978 2.850 0.694
E1 0.000 0.000 0.000 0.000 0.000 0.000
F5 9.059 3.517 1.488 0.983 1.784 2.850 0.626
F4 7.570 2.534 2.367 1.268 2.686 2.850 0.942
F3 5.203 1.266 3.218 1.188 3.430 2.850 1.204
F2 1.985 0.078 1.985 0.078 1.987 2.850 0.697
F1 0.000 0.000 0.000 0.000 0.000 0.000
G5 12.320 3.601 2.335 0.940 2.517 2.850 0.883
G4 9.984 2.661 3.334 1.238 3.556 2.850 1.248
G3 6.651 1.423 4.239 1.182 4.400 2.850 1.544
G2 2.412 0.242 2.412 0.242 2.424 2.850 0.851
G1 0.000 0.000 0.000 0.000 0.000 0.000
H5 11.077 3.601 2.052 0.940 2.257 2.850 0.792
H4 9.026 2.661 2.983 1.238 3.230 2.850 1.133
H3 6.043 1.423 3.837 1.182 4.015 2.850 1.409
H2 2.206 0.242 2.206 0.242 2.219 2.850 0.778
H1 0.000 0.000 0.000 0.000 0.000 0.000
I5 9.864 3.601 1.750 0.940 1.986 2.850 0.697
I4 8.114 2.661 2.630 1.238 2.907 2.850 1.020
I3 5.484 1.423 3.453 1.182 3.650 2.850 1.281
I2 2.031 0.242 2.031 0.242 2.045 2.850 0.718
I1 0.000 0.000 0.000 0.000 0.000 0.000
J5 9.307 3.601 1.589 0.940 1.846 2.850 0.648
J4 7.718 2.661 2.458 1.238 2.752 2.850 0.966
J3 5.261 1.423 3.284 1.182 3.490 2.850 1.225
J2 1.976 0.242 1.976 0.242 1.991 2.850 0.699
J1 0.000 0.000 0.000 0.000 0.000 0.000
K5 9.059 3.601 1.488 0.940 1.760 2.850 0.618
K4 7.570 2.661 2.367 1.238 2.671 2.850 0.937
K3 5.203 1.423 3.218 1.182 3.428 2.850 1.203
K2 1.985 0.242 1.985 0.242 2.000 2.850 0.702
K1 0.000 0.000 0.000 0.000 0.000 0.000
L5 12.320 4.159 2.335 0.950 2.521 2.850 0.885
L4 9.984 3.210 3.334 1.299 3.577 2.850 1.255
L3 6.651 1.911 4.239 1.385 4.459 2.850 1.565
L2 2.412 0.526 2.412 0.526 2.469 2.850 0.866
L1 0.000 0.000 0.000 0.000 0.000 0.000
M5 11.077 4.159 2.052 0.950 2.261 2.850 0.793
M4 9.026 3.210 2.983 1.299 3.253 2.850 1.142
M3 6.043 1.911 3.837 1.385 4.079 2.850 1.431
M2 2.206 0.526 2.206 0.526 2.267 2.850 0.796
M1 0.000 0.000 0.000 0.000 0.000 0.000
N5 9.864 4.159 1.750 0.950 1.991 2.850 0.699
N4 8.114 3.210 2.630 1.299 2.933 2.850 1.029
N3 5.484 1.911 3.453 1.385 3.721 2.850 1.305
N2 2.031 0.526 2.031 0.526 2.098 2.850 0.736
N1 0.000 0.000 0.000 0.000 0.000 0.000
O5 9.307 4.159 1.589 0.950 1.851 2.850 0.649
O4 7.718 3.210 2.458 1.299 2.780 2.850 0.975
O3 5.261 1.911 3.284 1.385 3.564 2.850 1.251
O2 1.976 0.526 1.976 0.526 2.045 2.850 0.718
O1 0.000 0.000 0.000 0.000 0.000 0.000
P5 9.059 4.159 1.488 0.950 1.765 2.850 0.619
P4 7.570 3.210 2.367 1.299 2.700 2.850 0.947
P3 5.203 1.911 3.218 1.385 3.503 2.850 1.229
P2 1.985 0.526 1.985 0.526 2.054 2.850 0.721
P1 0.000 0.000 0.000 0.000 0.000 0.000
Q5 12.320 5.070 2.335 1.046 2.559 2.850 0.898
Q4 9.984 4.024 3.334 1.479 3.647 2.850 1.280
Q3 6.651 2.545 4.239 1.730 4.578 2.850 1.606
Q2 2.412 0.815 2.412 0.815 2.546 2.850 0.893
Q1 0.000 0.000 0.000 0.000 0.000 0.000
R5 11.077 5.070 2.052 1.046 2.303 2.850 0.808
R4 9.026 4.024 2.983 1.479 3.329 2.850 1.168
R3 6.043 2.545 3.837 1.730 4.209 2.850 1.477
R2 2.206 0.815 2.206 0.815 2.351 2.850 0.825
R1 0.000 0.000 0.000 0.000 0.000 0.000
S5 9.864 5.070 1.750 1.046 2.039 2.850 0.715
S4 8.114 4.024 2.630 1.479 3.017 2.850 1.059
S3 5.484 2.545 3.453 1.730 3.862 2.850 1.355
S2 2.031 0.815 2.031 0.815 2.189 2.850 0.768
S1 0.000 0.000 0.000 0.000 0.000
T5 9.307 5.070 1.589 1.046 1.902 2.850 0.667
T4 7.718 4.024 2.458 1.479 2.868 2.850 1.006
T3 5.261 2.545 3.284 1.730 3.712 2.850 1.303
T2 1.976 0.815 1.976 0.815 2.138 2.850 0.750
T1 0.000 0.000 0.000 0.000 0.000 0.000
U5 9.059 5.070 1.488 1.046 1.819 2.850 0.638
U4 7.570 4.024 2.367 1.479 2.791 2.850 0.979
U3 5.203 2.545 3.218 1.730 3.654 2.850 1.282
U2 1.985 0.815 1.985 0.815 2.146 2.850 0.753
U1 0.000 0.000 0.000 0.000 0.000 0.000
V5 12.320 6.181 2.335 1.205 2.628 2.850 0.922
V4 9.984 4.976 3.334 1.734 3.758 2.850 1.318
V3 6.651 3.242 4.239 2.136 4.747 2.850 1.666
V2 2.412 1.105 2.412 1.105 2.653 2.850 0.931
V1 0.000 0.000 0.000 0.000 0.000 0.000
W5 11.077 6.181 2.052 1.205 2.379 2.850 0.835
W4 9.026 4.976 2.983 1.734 3.451 2.850 1.211
W3 6.043 3.242 3.837 2.136 4.392 2.850 1.541
W2 2.206 1.105 2.206 1.105 2.467 2.850 0.866
W1 0.000 0.000 0.000 0.000 0.000 0.000
X5 9.864 6.181 1.750 1.205 2.124 2.850 0.745
X4 8.114 4.976 2.630 1.734 3.150 2.850 1.105
X3 5.484 3.242 3.453 2.136 4.061 2.850 1.425
X2 2.031 1.105 2.031 1.105 2.312 2.850 0.811
X1 0.000 0.000 0.000 0.000 0.000 0.000
Y5 9.307 6.181 1.589 1.205 1.994 2.850 0.700
Y4 7.718 4.976 2.458 1.734 3.008 2.850 1.055
Y3 5.261 3.242 3.284 2.136 3.918 2.850 1.375
Y2 1.976 1.105 1.976 1.105 2.264 2.850 0.795
Y1 0.000 0.000 0.000 0.000 0.000 0.000
Z5 9.059 6.181 1.488 1.205 1.915 2.850 0.672
Z4 7.570 4.976 2.367 1.734 2.935 2.850 1.030
Z3 5.203 3.242 3.218 2.136 3.862 2.850 1.355
Z2 1.985 1.105 1.985 1.105 2.272 2.850 0.797
Z1 0.000 0.000 0.000 0.000 0.000 0.000
ZA5 12.195 7.035 2.307 1.341 2.669 2.850 0.936
ZA4 9.888 5.695 3.299 1.942 3.828 2.850 1.343
ZA3 6.589 3.752 4.198 2.442 4.857 2.850 1.704
ZA2 2.391 1.311 2.391 1.311 2.726 2.850 0.957
ZA1 0.000 0.000 0.000 0.000 0.000 0.000
ZB5 11.799 7.035 2.218 1.341 2.592 2.850 0.909
ZB4 9.581 5.695 3.188 1.942 3.733 2.850 1.310
ZB3 6.393 3.752 4.070 2.442 4.746 2.850 1.665
ZB2 2.323 1.311 2.323 1.311 2.667 2.850 0.936
ZB1 0.000 0.000 0.000 0.000 0.000 0.000
ZC5 11.077 7.035 2.052 1.341 2.451 2.850 0.860
ZC4 9.026 5.695 2.983 1.942 3.560 2.850 1.249
ZC3 6.043 3.752 3.837 2.442 4.548 2.850 1.596
ZC2 2.206 1.311 2.206 1.311 2.565 2.850 0.900
ZC1 0.000 0.000 0.000 0.000 0.000 0.000
ZD5 9.864 7.035 1.750 1.341 2.204 2.850 0.773
ZD4 8.114 5.695 2.630 1.942 3.269 2.850 1.147
ZD3 5.484 3.752 3.453 2.442 4.229 2.850 1.484
ZD2 2.031 1.311 2.031 1.311 2.417 2.850 0.848
ZD1 0.000 0.000 0.000 0.000 0.000 0.000
ZE5 9.307 7.035 1.589 1.341 2.079 2.850 0.729
ZE4 7.718 5.695 2.458 1.942 3.133 2.850 1.099
ZE3 5.261 3.752 3.284 2.442 4.092 2.850 1.436
ZE2 1.976 1.311 1.976 1.311 2.371 2.850 0.832
ZE1 0.000 0.000 0.000 0.000 0.000 0.000
ZF5 9.059 7.035 1.495 1.343 2.010 2.850 0.705
ZF4 7.563 5.692 2.360 1.940 3.055 2.850 1.072
ZF3 5.203 3.752 3.218 2.442 4.039 2.850 1.417
ZF2 1.985 1.311 1.985 1.311 2.379 2.850 0.835
ZF1 0.000 0.000 0.000 0.000 0.000 0.000
SENTIDO YY
A5 8.546 6.302 1.582 1.715 2.333 2.850 0.819
A4 6.963 4.587 2.250 2.285 3.207 2.850 1.125
A3 4.714 2.302 2.895 2.170 3.618 2.850 1.270
A2 1.819 0.132 1.819 0.132 1.823 2.850 0.640
A1 0.000 0.000 0.000 0.000 0.000 0.000
B5 7.776 6.302 1.439 1.715 2.239 2.850 0.785
B4 6.337 4.587 2.048 2.285 3.069 2.850 1.077
B3 4.288 2.302 2.639 2.170 3.417 2.850 1.199
B2 1.649 0.132 1.649 0.132 1.655 2.850 0.581
B1 0.000 0.000 0.000 0.000 0.000 0.000
C5 6.393 6.302 1.179 1.715 2.081 2.850 0.730
C4 5.214 4.587 1.688 2.285 2.841 2.850 0.997
C3 3.526 2.302 2.182 2.170 3.077 2.850 1.080
C2 1.344 0.132 1.344 0.132 1.350 2.850 0.474
C1 0.000 0.000 0.000 0.000 0.000 0.000
D5 4.624 6.302 0.823 1.718 1.905 2.850 0.668
D4 3.801 4.584 1.231 2.282 2.593 2.850 0.910
D3 2.570 2.302 1.618 2.170 2.707 2.850 0.950
D2 0.952 0.132 0.952 0.132 0.961 2.850 0.337
D1 0.000 0.000 0.000 0.000 0.000 0.000
E5 5.006 6.302 0.862 1.715 1.919 2.850 0.673
E4 4.144 4.587 1.339 2.285 2.649 2.850 0.929
E3 2.805 2.302 1.761 2.170 2.795 2.850 0.981
E2 1.044 0.132 1.044 0.132 1.053 2.850 0.369
E1 0.000 0.000 0.000 0.000 0.000 0.000
F5 6.579 6.302 1.137 1.715 2.057 2.850 0.722
F4 5.442 4.587 1.752 2.285 2.879 2.850 1.010
F3 3.690 2.302 2.291 2.170 3.156 2.850 1.107
F2 1.400 0.132 1.400 0.132 1.406 2.850 0.493
F1 0.000 0.000 0.000 0.000 0.000 0.000
G5 8.787 6.590 1.627 1.687 2.344 2.850 0.822
G4 7.160 4.903 2.313 2.268 3.239 2.850 1.137
G3 4.848 2.635 2.976 2.212 3.708 2.850 1.301
G2 1.872 0.423 1.872 0.423 1.919 2.850 0.673
G1 0.000 0.000 0.000 0.000 0.000 0.000
H5 6.393 6.590 1.179 1.687 2.058 2.850 0.722
H4 5.214 4.903 1.688 2.268 2.827 2.850 0.992
H3 3.526 2.635 2.182 2.212 3.107 2.850 1.090
H2 1.344 0.423 1.344 0.423 1.409 2.850 0.494
H1 0.000 0.000 0.000 0.000 0.000 0.000
I5 4.624 6.590 0.820 1.687 1.876 2.850 0.658
I4 3.804 4.903 1.234 2.268 2.582 2.850 0.906
I3 2.570 2.635 1.618 2.212 2.741 2.850 0.962
I2 0.952 0.423 0.952 0.423 1.042 2.850 0.365
I1 0.000 0.000 0.000 0.000 0.000 0.000
J5 5.006 6.590 0.862 1.687 1.895 2.850 0.665
J4 4.144 4.903 1.339 2.268 2.633 2.850 0.924
J3 2.805 2.635 1.761 2.212 2.827 2.850 0.992
J2 1.044 0.423 1.044 0.423 1.127 2.850 0.395
J1 0.000 0.000 0.000 0.000 0.000 0.000
K5 6.579 6.590 1.137 1.687 2.034 2.850 0.714
K4 5.442 4.903 1.752 2.268 2.866 2.850 1.005
K3 3.690 2.635 2.291 2.212 3.185 2.850 1.117
K2 1.400 0.423 1.400 0.423 1.462 2.850 0.513
K1 0.000 0.000 0.000 0.000 0.000 0.000
L5 8.787 7.547 1.627 1.732 2.376 2.850 0.834
L4 7.160 5.816 2.313 2.377 3.316 2.850 1.164
L3 4.848 3.439 2.976 2.546 3.917 2.850 1.374
L2 1.872 0.893 1.872 0.893 2.074 2.850 0.728
L1 0.000 0.000 0.000 0.000 0.000 0.000
M5 6.393 7.547 1.179 1.732 2.095 2.850 0.735
M4 5.214 5.816 1.688 2.377 2.915 2.850 1.023
M3 3.526 3.439 2.182 2.546 3.353 2.850 1.177
M2 1.344 0.893 1.344 0.893 1.613 2.850 0.566
M1 0.000 0.000 0.000 0.000 0.000 0.000
N5 4.624 7.547 0.820 1.732 1.916 2.850 0.672
N4 3.804 5.816 1.234 2.377 2.678 2.850 0.940
N3 2.570 3.439 1.618 2.546 3.017 2.850 1.059
N2 0.952 0.893 0.952 0.893 1.305 2.850 0.458
N1 0.000 0.000 0.000 0.000 0.000
O5 5.006 7.547 0.862 1.732 1.934 2.850 0.679
O4 4.144 5.816 1.339 2.377 2.728 2.850 0.957
O3 2.805 3.439 1.761 2.546 3.096 2.850 1.086
O2 1.044 0.893 1.044 0.893 1.374 2.850 0.482
O1 0.000 0.000 0.000 0.000 0.000 0.000
P5 6.579 7.547 1.137 1.732 2.071 2.850 0.727
P4 5.442 5.816 1.752 2.377 2.953 2.850 1.036
P3 3.690 3.439 2.291 2.546 3.425 2.850 1.202
P2 1.400 0.893 1.400 0.893 1.660 2.850 0.582
P1 0.000 0.000 0.000 0.000 0.000 0.000
Q5 8.787 8.956 1.627 1.877 2.484 2.850 0.872
Q4 7.160 7.079 2.313 2.640 3.510 2.850 1.232
Q3 4.848 4.438 2.976 3.071 4.276 2.850 1.500
Q2 1.872 1.368 1.872 1.368 2.318 2.850 0.813
Q1 0.000 0.000 0.000 0.000 0.000 0.000
R5 6.393 8.956 1.179 1.877 2.216 2.850 0.778
R4 5.214 7.079 1.688 2.640 3.134 2.850 1.100
R3 3.526 4.438 2.182 3.071 3.767 2.850 1.322
R2 1.344 1.368 1.344 1.368 1.918 2.850 0.673
R1 0.000 0.000 0.000 0.000 0.000 0.000
S5 4.624 8.956 0.820 1.877 2.048 2.850 0.719
S4 3.804 7.079 1.234 2.640 2.914 2.850 1.023
S3 2.570 4.438 1.618 3.071 3.471 2.850 1.218
S2 0.952 1.368 0.952 1.368 1.666 2.850 0.585
S1 0.000 0.000 0.000 0.000 0.000 0.000
T5 5.006 8.956 0.862 1.877 2.065 2.850 0.725
T4 4.144 7.079 1.339 2.640 2.960 2.850 1.039
T3 2.805 4.438 1.761 3.071 3.540 2.850 1.242
T2 1.044 1.368 1.044 1.368 1.721 2.850 0.604
T1 0.000 0.000 0.000 0.000 0.000 0.000
U5 6.579 8.956 1.137 1.877 2.194 2.850 0.770
U4 5.442 7.079 1.752 2.640 3.168 2.850 1.112
U3 3.690 4.438 2.291 3.071 3.831 2.850 1.344
U2 1.400 1.368 1.400 1.368 1.957 2.850 0.687
U1 0.000 0.000 0.000 0.000 0.000 0.000
V5 8.787 10.637 1.627 2.099 2.656 2.850 0.932
V4 7.160 8.538 2.313 3.009 3.795 2.850 1.332
V3 4.848 5.529 2.976 3.685 4.736 2.850 1.662
V2 1.872 1.844 1.872 1.844 2.628 2.850 0.922
V1 0.000 0.000 0.000 0.000 0.000 0.000
W5 6.393 10.637 1.179 2.099 2.407 2.850 0.845
W4 5.214 8.538 1.688 3.009 3.450 2.850 1.211
W3 3.526 5.529 2.182 3.685 4.282 2.850 1.502
W2 1.344 1.844 1.344 1.844 2.282 2.850 0.801
W1 0.000 0.000 0.000 0.000 0.000 0.000
X5 4.624 10.637 0.820 2.099 2.254 2.850 0.791
X4 3.804 8.538 1.234 3.009 3.252 2.850 1.141
X3 2.570 5.529 1.618 3.685 4.024 2.850 1.412
X2 0.952 1.844 0.952 1.844 2.075 2.850 0.728
X1 0.000 0.000 0.000 0.000 0.000 0.000
Y5 5.006 10.637 0.862 2.099 2.269 2.850 0.796
Y4 4.144 8.538 1.339 3.009 3.293 2.850 1.156
Y3 2.805 5.529 1.761 3.685 4.084 2.850 1.433
Y2 1.044 1.844 1.044 1.844 2.119 2.850 0.744
Y1 0.000 0.000 0.000 0.000 0.000 0.000
Z5 6.579 10.637 1.137 2.099 2.387 2.850 0.838
Z4 5.442 8.538 1.752 3.009 3.482 2.850 1.222
Z3 3.690 5.529 2.291 3.685 4.339 2.850 1.522
Z2 1.400 1.844 1.400 1.844 2.315 2.850 0.812
Z1 0.000 0.000 0.000 0.000 0.000 0.000
ZA5 8.546 11.928 1.582 2.289 2.782 2.850 0.976
ZA4 6.963 9.640 2.250 3.311 4.003 2.850 1.404
ZA3 4.714 6.329 2.895 4.148 5.058 2.850 1.775
ZA2 1.819 2.181 1.819 2.181 2.840 2.850 0.996
ZA1 0.000 0.000 0.000 0.000 0.000 0.000
ZB5 7.776 11.928 1.439 2.289 2.703 2.850 0.949
ZB4 6.337 9.640 2.048 3.311 3.893 2.850 1.366
ZB3 4.288 6.329 2.639 4.148 4.916 2.850 1.725
ZB2 1.649 2.181 1.649 2.181 2.735 2.850 0.960
ZB1 0.000 0.000 0.000 0.000 0.000 0.000
ZC5 6.393 11.928 1.179 2.289 2.574 2.850 0.903
ZC4 5.214 9.640 1.688 3.311 3.716 2.850 1.304
ZC3 3.526 6.329 2.182 4.148 4.687 2.850 1.644
ZC2 1.344 2.181 1.344 2.181 2.562 2.850 0.899
ZC1 0.000 0.000 0.000 0.000 0.000 0.000
ZD5 4.624 11.928 0.820 2.289 2.431 2.850 0.853
ZD4 3.804 9.640 1.234 3.311 3.533 2.850 1.240
ZD3 2.570 6.329 1.618 4.148 4.452 2.850 1.562
ZD2 0.952 2.181 0.952 2.181 2.380 2.850 0.835
ZD1 0.000 0.000 0.000 0.000 0.000 0.000
ZE5 5.006 11.928 0.862 2.289 2.446 2.850 0.858
ZE4 4.144 9.640 1.339 3.311 3.571 2.850 1.253
ZE3 2.805 6.329 1.761 4.148 4.506 2.850 1.581
ZE2 1.044 2.181 1.044 2.181 2.418 2.850 0.849
ZE1 0.000 0.000 0.000 0.000 0.000 0.000
ZF5 6.579 11.928 1.141 2.293 2.562 2.850 0.899
ZF4 5.437 9.635 1.747 3.306 3.739 2.850 1.312
ZF3 3.690 6.329 2.291 4.148 4.738 2.850 1.663
ZF2 1.400 2.181 1.400 2.181 2.592 2.850 0.909
ZF1 0.000 0.000 0.000 0.000 0.000 0.000
piso IF x IF y
4 0.936 0.976
3 1.343 1.404
2 1.704 1.775
1 0.957 0.960
1.704 1.775
indice de flexibilidad para el edificio es 1.775
luego la vulnerabilidad es= 56.34 %
OBSERVACION: debe rigidizarse para disminuir.
4.9 calculo del índice de sobreesfuerzo de la estructura.
CALCULO DE LOS INDICES DE SOBREESFUERZOS
COLUMNAS
el índice de sobreesfuerzo es la relación entre el momento
actuante y el momento mayor resistente en la Columna
afectados por los coeficientes Øc Y Øe
tabla A.10.4.1
Øc = 1.0000
Øe= 1.0000
F'c=210 kg/cm2
Fy=4200 kg/cm2
Este índice debe ser menor a 1.00
PORTICO 1
NIVEL COLUMN. DIMENS. ACERO CARGA MOM.ACTX MOM.ACTY INDICE
A*B cm CARA X Pu Mux Muy SOBREESF.
cm2 tn tn-m tn-m
4 503 60 16#8+4#6 17.800 14.200 0.590 0.240
523 60 16#8+4#6 26.800 30.700 0.890 0.510
543 60 16#8+4#6 26.800 30.700 0.890 0.510
363 60 16#8+4#6 17.800 14.200 0.590 0.240
3 502 60 16#8+4#6 34.400 7.500 1.140 0.140
522 60 16#8+4#6 42.150 10.150 1.400 0.180
542 60 16#8+4#6 42.150 10.180 14.000 0.180
562 60 16#8+4#6 34.400 7.500 1.140 0.140
2 501 60 10#8 51.230 8.270 1.690 0.230
521 60 10#8 64.230 11.980 2.130 0.320
541 60 10#8 64.230 11.980 2.130 0.320
561 60 10#8 51.230 8.270 1.690 0.230
1 500 60 10#8 70.900 5.940 2.350 0.190
520 60 10#8 93.180 8.500 3.090 0.260
540 60 10#8 93.180 8.500 3.090 0.260
560 60 10#8 70.900 5.940 2.350 0.190
PORTICO 2
NIVEL COLUMN. DIMENS. ACERO CARGA MOM.ACTX MOM.ACTY INDICE
A*B cm CARA X Pu Mux Muy SOBREESF.
cm2 tn tn-m tn-m
4 487 40*40 8-#8 5.080 3.270 0.810 0.450
507 50*50 14#8 29.060 5.180 7.820 0.090
527 50*50 14#8 84.520 35.090 21.500 0.350
547 50*50 14#8 84.500 35.090 21.500 0.350
567 50*50 14#8 29.010 5.100 7.700 0.090
591 40*40 8-#8 5.080 3.270 0.810 0.450
3 486 40*40 8-#8 11.700 1.750 0.490 0.090
506 50*50 14#8 52.600 3.800 6.500 0.130
526 50*50 14#8 117.500 11.200 7.580 0.270
546 50*50 14#8 117.500 11.200 7.580 0.270
566 50*50 14#8 52.600 3.800 6.500 0.130
590 40*40 8-#8 11.700 1.750 0.490 0.090
2 485 40*40 8-#8 1.800 6.200 8.500 0.590
505 50*50 20#8+4#6 49.300 10.800 21.800 0.400
525 50*50 20#8+4#6 49.300 10.800 21.800 0.600
545 50*50 20#8+4#6 258.000 21.300 14.300 0.670
565 50*50 20#8+4#6 48.800 11.400 21.700 0.400
589 40*40 8-#8 1.500 7.500 8.700 0.590
1 484 40*40 8-#8 13.100 0.940 0.350 0.230
504 50*50 20#8+4#6 103.650 2.090 5.200 0.100
524 50*50 20#8+4#6 343.010 17.200 10.400 0.660
544 50*50 20#8+4#6 343.010 17.200 10.400 0.660
564 50*50 20#8+4#6 63.670 10.200 22.900 0.420
588 40*40 8-#8 1.600 6.090 9.400 0.230
PORTICO 3
NIVEL COLUMN. DIMENS. ACERO CARGA MOM.ACTX MOM.ACTY INDICE
A*B cm CARA X Pu Mux Muy SOBREESF.
cm2 tn tn-m tn-m
4 491 40*40 8-#8 6.700 5.600 0.500 0.240
511 50*50 14#8 27.900 3.300 7.200 0.130
44 50*50 14#8 81.090 42.370 21.400 0.840
49 50*50 14#8 81.080 42.300 21.400 0.840
571 50*50 14#8 27.900 3.300 7.200 0.130
595 40*40 8-#8 6.600 5.600 0.400 0.240
3 490 40*40 8-#8 14.900 3.060 0.400 0.130
510 50*50 14#8 50.400 2.500 6.100 0.320
45 50*50 14#8 112.800 13.700 7.600 0.670
50 50*50 14#8 112.800 13.700 7.600 0.670
570 50*50 14#8 52.600 2.980 6.300 0.320
394 40*40 8-#8 14.800 2.900 0.400 0.130
2 489 40*40 8-#8 22.900 3.040 0.620 0.140
509 50*50 20#8+4#6 74.600 2.700 6.400 0.340
46 50*50 20#8+4#6 248.800 27.600 14.300 0.910
51 50*50 20#8+4#6 248.800 27.600 14.200 0.910
549 50*50 20#8+4#6 76.500 2.510 6.890 0.340
593 40*40 8-#8 22.700 3.200 0.610 0.140
1 488 40*40 8-#8 17.900 2.060 0.480 0.100
508 50*50 20#8+4#6 99.150 3.120 4.900 0.110
48 50*50 20#8+4#6 330.300 18.200 10.400 0.630
52 50*50 20#8+4#6 330.200 18.100 10.400 0.110
568 50*50 20#8+4#6 101.000 1.500 3.060 0.100
592 40*40 8-#8 6.300 6.060 8.700
PORTICO 4
NIVEL COLUMN. DIMENS. ACERO CARGA MOM.ACTX MOM.ACTY INDICE
A*B cm CARA X Pu Mux Muy SOBREESF.
cm2 tn tn-m tn-m
4 495 40*40 8-#8 14.700 0.250 0.680 0.030
515 50*50 14#8 32.100 0.270 0.970 0.020
535 50*50 14#8 36.300 0.100 1.090 0.010
555 50*50 14#8 36.300 0.100 1.090 1.000
575 50*50 14#8 32.400 0.280 0.990 0.020
599 40*40 8-#8 14.700 0.280 0.670 0.030
3 494 40*40 8-#8 29.900 0.210 0.810 0.040
514 50*50 14#8 59.700 0.350 1.800 0.030
534 50*50 14#8 72.800 0.090 2.200 0.030
554 50*50 14#8 72.800 0.100 2.200 0.030
574 50*50 14#8 61.600 0.040 1.850 0.030
598 40*40 8-#8 29.900 0.240 0.810 0.040
2 493 40*40 8-#8 45.200 0.340 1.230 0.060
513 50*50 20#8+4#6 89.050 5.520 2.690 0.130
533 50*50 20#8+4#6 109.500 0.610 3.310 0.030
553 50*50 20#8+4#6 109.500 0.640 3.310 0.600
573 50*50 20#8+4#6 90.700 1.120 2.700 0.130
597 40*40 8-#8 29.050 11.400 4.370 0.580
1 492 40*40 8-#8 60.200 0.080 1.600 0.060
512 50*50 20#8+4#6 118.400 0.400 3.500 0.060
532 50*50 20#8+4#6 145.800 0.380 4.400 0.080
552 50*50 20#8+4#6 145.800 0.390 4.400 0.080
572 50*50 20#8+4#6 120.100 0.240 3.600 0.060
596 40*40 8-#8 60.400 0.010 1.600 0.060
PORTICO 5
NIVEL COLUMN. DIMENS. ACERO CARGA MOM.ACTX MOM.ACTY INDICE
A*B cm CARA X Pu Mux Muy SOBREESF.
cm2 tn tn-m tn-m
4 499 40*40 8-#8 7.100 6.150 0.630 0.260
519 50*50 14#8 18.400 7.060 0.500 0.090
539 50*50 14#8 24.240 24.500 0.760 0.300
559 50*50 14#8 24.500 24.500 0.700 0.300
579 50*50 14#8 18.400 7.050 0.550 0.090
603 40*40 8-#8 7.180 6.120 0.720 0.260
3 498 40*40 8-#8 15.600 6.600 0.400 0.250
518 50*50 14#8 38.200 4.700 1.150 0.070
538 50*50 14#8 40.200 10.300 1.200 0.140
558 50*50 14#8 40.200 10.300 1.200 0.140
578 50*50 14#8 39.900 6.100 1.200 0.070
602 40*40 8-#8 15.600 6.600 0.400 0.250
2 497 40*40 8-#8 23.900 3.020 0.650 0.140
517 50*50 14#8 59.500 5.130 1.800 0.090
537 50*50 14#8 60.700 3.700 1.800 0.070
557 50*50 14#8 60.700 3.700 1.800 0.070
577 50*50 14#8 61.300 2.800 1.800 0.090
601 40*40 8-#8 12.500 10.900 5.800 0.140
1 496 40*40 8-#8 38.700 0.400 1.050 0.050
516 50*50 14#8 88.380 0.900 2.670 0.040
536 50*50 14#8 97.050 0.680 2.930 0.050
556 50*50 14#8 97.050 0.670 2.930 0.050
576 50*50 14#8 90.120 0.480 2.720 0.040
600 40*40 8-#8 21.200 9.740 6.300 0.050
CALCULO DE LOS INDICES DE SOBREESFUERZOS
VIGAS
el índice de sobreesfuerzo es la relación entre el momento
mayor resistente y el momento actuante en la viga,
afectados por los coeficientes Pc Y Øe
tabla A.10.4.1
Øc = 1.0000
Øe= 1.0000
F'c=210 kg/cm2
Fy=4200 kg/cm2
Este índice debe ser mayor a 1.00
PORTICO A'
NIVEL VIGAS DIMENSIONES ACERO MOM.RESIST MOM.ACTY INDICE
ANCHO ALTO As Mnx*Øc*Øe Mux SOBREESF.
CM cm2 tn-m tn-m
4 382 30.00 45.00 6.00 10.32 4.48 2.30
420 30.00 45.00 6.00 10.32 6.81 1.52
375 30.00 45.00 11.70 18.27 11.68 1.56
374 30.00 45.00 11.70 18.27 11.34 1.61
3 419 30.00 45.00 8.00 13.32 8.42 1.58
414 30.00 45.00 8.00 13.32 10.25 1.30
342 30.00 45.00 12.00 18.63 11.14 1.67
341 30.00 45.00 12.00 18.63 11.07 1.68
2 416 30.00 45.00 8.00 13.32 9.68 1.38
412 30.00 45.00 8.00 13.32 11.05 1.21
309 30.00 45.00 12.00 18.63 11.95 1.56
308 30.00 45.00 12.00 18.63 11.46 1.63
1 397 30.00 45.00 8.00 13.32 6.10 2.18
396 30.00 45.00 8.00 13.32 5.04 2.64
410 30.00 45.00 12.00 18.63 4.47 4.17
273 30.00 45.00 12.00 18.63 10.96 1.70
272 30.00 45.00 12.00 18.63 11.00 1.69
271 30.00 45.00 9.70 15.69 9.45 1.66
PORTICO A
4 426 30.00 45.00 9.70 15.69 23.30 0.67
346 30.00 45.00 9.70 15.69 11.20 1.40
343 30.00 45.00 30.00 31.46 24.70 1.27
378 30.00 45.00 30.00 31.46 21.60 1.46
377 30.00 45.00 30.00 31.46 21.50 1.46
3 27 30.00 45.00 21.00 27.32 23.80 1.15
26 30.00 45.00 21.00 27.32 11.20 2.44
25 30.00 45.00 21.00 27.32 24.60 1.11
345 30.00 45.00 17.00 24.02 21.40 1.12
344 30.00 45.00 17.00 24.02 21.20 1.13
2 9 30.00 45.00 21.00 27.32 23.40 1.17
4 30.00 45.00 21.00 27.32 11.11 2.46
3 30.00 45.00 21.00 27.32 24.45 1.12
312 30.00 45.00 17.00 24.02 21.60 1.11
311 30.00 45.00 17.00 24.02 20.90 1.15
1 451 30.00 45.00 21.00 27.32 22.90 1.19
471 30.00 45.00 21.00 27.32 11.40 2.40
470 30.00 45.00 21.00 27.32 24.50 1.11
276 30.00 45.00 30.00 31.46 21.40 1.47
275 30.00 45.00 23.00 28.63 21.40 1.34
274 30.00 45.00 23.00 28.63 19.01 1.51
PORTICO B
4 427 30.00 45.00 17.70 24.66 30.70 0.80
352 30.00 45.00 17.70 24.66 39.54 0.62
75 30.00 45.00 35.00 31.81 54.93 0.58
381 30.00 45.00 35.00 31.81 31.60 1.01
380 30.00 45.00 17.70 24.66 27.45 0.90
3 29 30.00 45.00 30.00 31.46 34.50 0.91
228 30.00 45.00 30.00 31.46 35.50 0.89
69 30.00 45.00 35.00 31.81 56.20 0.57
348 30.00 45.00 27.00 30.58 27.70 1.10
347 30.00 45.00 27.00 30.58 26.90 1.14
14 30.00 45.00 17.00 24.02 0.49 49.01
2 11 30.00 45.00 30.00 31.46 33.45 0.94
10 30.00 45.00 30.00 31.46 36.70 0.86
66 30.00 45.00 35.00 31.81 55.90 0.57
315 30.00 45.00 27.00 30.58 26.60 1.15
314 30.00 45.00 27.00 30.58 26.90 1.14
6 30.00 45.00 17.00 24.02 0.49 49.01
1 473 30.00 45.00 30.00 31.46 34.50 0.91
400 30.00 45.00 30.00 31.46 37.30 0.84
63 30.00 45.00 35.00 31.81 53.60 0.59
279 30.00 45.00 27.00 30.58 29.80 1.03
278 30.00 45.00 27.00 30.58 27.60 1.11
277 30.00 45.00 17.00 24.02 24.40 0.98
PORTICO B'
4 794 30.00 45.00 6.70 11.40 50.43 0.23
3 791 30.00 45.00 6.70 11.40 50.40 0.23
2 783 30.00 45.00 6.70 11.40 51.03 0.22
1 788 30.00 45.00 6.70 11.40 51.09 0.22
PORTICO C
4 427 30.00 45.00 17.70 24.66 30.70 0.80
352 30.00 45.00 17.70 24.66 39.54 0.62
75 30.00 45.00 35.00 31.81 54.93 0.58
381 30.00 45.00 35.00 31.81 31.60 1.01
380 30.00 45.00 17.70 24.66 27.45 0.90
3 29 30.00 45.00 30.00 31.46 34.50 0.91
228 30.00 45.00 30.00 31.46 35.50 0.89
69 30.00 45.00 35.00 31.81 56.20 0.57
348 30.00 45.00 27.00 30.58 27.70 1.10
347 30.00 45.00 27.00 30.58 26.90 1.14
14 30.00 45.00 17.00 24.02 0.49 49.01
2 11 30.00 45.00 30.00 31.46 33.45 0.94
10 30.00 45.00 30.00 31.46 36.70 0.86
66 30.00 45.00 35.00 31.81 55.90 0.57
315 30.00 45.00 27.00 30.58 26.60 1.15
314 30.00 45.00 27.00 30.58 26.90 1.14
6 30.00 45.00 17.00 24.02 0.49 49.01
1 473 30.00 45.00 30.00 31.46 34.50 0.91
400 30.00 45.00 30.00 31.46 37.30 0.84
63 30.00 45.00 35.00 31.81 53.60 0.59
279 30.00 45.00 27.00 30.58 29.80 1.03
278 30.00 45.00 27.00 30.58 27.60 1.11
277 30.00 45.00 17.00 24.02 24.40 0.98
PORTICO C'
4 794 30.00 45.00 6.70 11.40 50.43 0.23
3 791 30.00 45.00 6.70 11.40 50.40 0.23
2 783 30.00 45.00 6.70 11.40 51.03 0.22
1 788 30.00 45.00 6.70 11.40 51.09 0.22
PORTICO D
4 426 30.00 45.00 9.70 15.69 23.30 0.67
346 30.00 45.00 9.70 15.69 11.20 1.40
343 30.00 45.00 30.00 31.46 24.70 1.27
378 30.00 45.00 30.00 31.46 21.60 1.46
377 30.00 45.00 30.00 31.46 21.50 1.46
3 27 30.00 45.00 21.00 27.32 23.80 1.15
26 30.00 45.00 21.00 27.32 11.20 2.44
25 30.00 45.00 21.00 27.32 24.60 1.11
345 30.00 45.00 17.00 24.02 21.40 1.12
344 30.00 45.00 17.00 24.02 21.20 1.13
2 9 30.00 45.00 21.00 27.32 23.40 1.17
4 30.00 45.00 21.00 27.32 11.11 2.46
3 30.00 45.00 21.00 27.32 24.45 1.12
312 30.00 45.00 17.00 24.02 21.60 1.11
311 30.00 45.00 17.00 24.02 20.90 1.15
1 451 30.00 45.00 21.00 27.32 22.90 1.19
471 30.00 45.00 21.00 27.32 11.40 2.40
470 30.00 45.00 21.00 27.32 24.50 1.11
276 30.00 45.00 30.00 31.46 21.40 1.47
275 30.00 45.00 23.00 28.63 21.40 1.34
274 30.00 45.00 23.00 28.63 19.01 1.51
PORTICO E
4 382 30.00 45.00 6.00 10.32 4.48 2.30
420 30.00 45.00 6.00 10.32 6.81 1.52
375 30.00 45.00 11.70 18.27 11.68 1.56
374 30.00 45.00 11.70 18.27 11.34 1.61
3 419 30.00 45.00 8.00 13.32 8.42 1.58
414 30.00 45.00 8.00 13.32 10.25 1.30
342 30.00 45.00 12.00 18.63 11.14 1.67
341 30.00 45.00 12.00 18.63 11.07 1.68
2 416 30.00 45.00 8.00 13.32 9.68 1.38
412 30.00 45.00 8.00 13.32 11.05 1.21
309 30.00 45.00 12.00 18.63 11.95 1.56
308 30.00 45.00 12.00 18.63 11.46 1.63
1 397 30.00 45.00 8.00 13.32 6.10 2.18
396 30.00 45.00 8.00 13.32 5.04 2.64
410 30.00 45.00 12.00 18.63 4.47 4.17
273 30.00 45.00 12.00 18.63 10.96 1.70
272 30.00 45.00 12.00 18.63 11.00 1.69
271 30.00 45.00 9.70 15.69 9.45 1.66
PORTICO 1
4 313 30.00 45.00 8.00 13.32 5.18 2.57
78 30.00 45.00 8.00 13.32 2.52 5.28
71 30.00 45.00 10.00 16.09 2.70 5.96
72 30.00 45.00 10.00 16.09 2.50 6.43
316 30.00 45.00 8.00 13.32 6.18 2.16
3 307 30.00 45.00 8.00 13.32 8.85 1.50
249 30.00 45.00 8.00 13.32 3.14 4.24
250 30.00 45.00 10.00 16.09 3.55 4.53
251 30.00 45.00 10.00 16.09 3.11 5.17
310 30.00 45.00 8.00 13.32 9.90 1.35
2 296 30.00 45.00 8.00 13.32 10.80 1.23
252 30.00 45.00 8.00 13.32 3.80 3.50
263 30.00 45.00 10.00 16.09 4.47 3.60
254 30.00 45.00 10.00 16.09 3.89 4.14
291 30.00 45.00 8.00 13.32 11.60 1.15
1 258 30.00 45.00 8.00 13.32 10.80 1.23
255 30.00 45.00 8.00 13.32 3.80 3.50
256 30.00 45.00 14.00 20.95 4.47 4.69
252 30.00 45.00 14.00 20.95 3.83 5.47
316 30.00 45.00 8.00 13.32 11.60 1.15
PORTICO 2
4 109 30.00 45.00 11.70 18.27 6.90 2.65
39 30.00 45.00 11.70 18.27 25.50 0.72
40 30.00 45.00 11.70 18.27 25.50 0.72
90 30.00 45.00 14.00 20.95 6.40 3.27
41 30.00 45.00 11.70 18.27 25.50 0.72
42 30.00 45.00 11.70 18.27 25.50 0.72
116 30.00 45.00 11.70 18.27 6.90 2.65
3 110 30.00 45.00 11.70 18.27 6.90 2.65
21 30.00 45.00 11.70 18.27 25.50 0.72
22 30.00 45.00 11.70 18.27 25.50 0.72
93 30.00 45.00 14.00 20.95 6.40 3.27
23 30.00 45.00 11.70 18.27 25.50 0.72
24 30.00 45.00 11.70 18.27 25.50 0.72
115 30.00 45.00 11.70 18.27 6.90 2.65
2 111 30.00 45.00 11.70 18.27 6.90 2.65
35 30.00 45.00 11.70 18.27 25.50 0.72
36 30.00 45.00 11.70 18.27 25.50 0.72
96 30.00 45.00 14.00 20.95 6.40 3.27
37 30.00 45.00 11.70 18.27 25.50 0.72
38 30.00 45.00 11.70 18.27 25.50 0.72
114 30.00 45.00 11.70 18.27 6.90 2.65
1 112 30.00 45.00 11.70 18.27 6.90 2.65
462 30.00 45.00 11.70 18.27 25.50 0.72
463 30.00 45.00 11.70 18.27 25.50 0.72
99 30.00 45.00 14.00 20.95 6.40 3.27
464 30.00 45.00 11.70 18.27 25.50 0.72
465 30.00 45.00 11.70 18.27 25.50 0.72
113 30.00 45.00 11.70 18.27 6.90 2.65
PORTICO 3
4 153 30.00 45.00 11.70 18.27 6.07 3.01
331 30.00 45.00 11.70 18.27 25.20 0.72
94 30.00 45.00 11.70 18.27 25.20 0.72
95 30.00 45.00 14.00 20.95 5.76 3.64
97 30.00 45.00 11.70 18.27 25.50 0.72
298 30.00 45.00 11.70 18.27 25.50 0.72
160 30.00 45.00 11.70 18.27 9.50 1.92
3 154 30.00 45.00 11.70 18.27 6.07 3.01
333 30.00 45.00 11.70 18.27 25.20 0.72
98 30.00 45.00 11.70 18.27 25.20 0.72
100 30.00 45.00 14.00 20.95 5.76 3.64
101 30.00 45.00 11.70 18.27 25.50 0.72
319 30.00 45.00 11.70 18.27 25.50 0.72
159 30.00 45.00 11.70 18.27 9.50 1.92
2 155 30.00 45.00 11.70 18.27 6.07 3.01
335 30.00 45.00 11.70 18.27 25.20 0.72
102 30.00 45.00 11.70 18.27 25.20 0.72
103 30.00 45.00 14.00 20.95 5.76 3.64
104 30.00 45.00 11.70 18.27 25.50 0.72
330 30.00 45.00 11.70 18.27 25.50 0.72
158 30.00 45.00 11.70 18.27 9.50 1.92
1 156 30.00 45.00 11.70 18.27 6.07 3.01
264 30.00 45.00 11.70 18.27 25.20 0.72
105 30.00 45.00 11.70 18.27 25.20 0.72
106 30.00 45.00 14.00 20.95 5.76 3.64
109 30.00 45.00 11.70 18.27 25.50 0.72
469 30.00 45.00 11.70 18.27 25.50 0.72
157 30.00 45.00 11.70 18.27 9.50 1.92
PORTICO 4
4 197 30.00 45.00 11.70 18.27 4.90 3.73
177 30.00 45.00 12.00 18.63 5.28 3.53
178 30.00 45.00 12.00 18.63 4.52 4.12
179 30.00 45.00 12.00 18.63 5.29 3.52
204 30.00 45.00 11.70 18.27 4.90 3.73
3 198 30.00 45.00 11.70 18.27 8.75 2.09
180 30.00 45.00 12.00 18.63 7.54 2.47
181 30.00 45.00 12.00 18.63 7.56 2.46
182 30.00 45.00 12.00 18.63 7.54 2.47
203 30.00 45.00 11.70 18.27 8.75 2.09
2 199 30.00 45.00 11.70 18.27 8.75 2.09
183 30.00 45.00 12.00 18.63 7.54 2.47
184 30.00 45.00 12.00 18.63 7.56 2.46
185 30.00 45.00 12.00 18.63 7.54 2.47
202 30.00 45.00 11.70 18.27 8.75 2.09
1 200 30.00 45.00 11.70 18.27 8.75 2.09
186 30.00 45.00 12.00 18.63 7.54 2.47
187 30.00 45.00 12.00 18.63 7.56 2.46
188 30.00 45.00 12.00 18.63 7.54 2.47
201 30.00 45.00 11.70 18.27 8.75 2.09
PORTICO 5
4 76 30.00 45.00 11.70 18.27 4.64 3.94
77 30.00 45.00 11.70 18.27 4.34 4.21
221 30.00 45.00 12.00 18.63 4.83 3.86
222 30.00 45.00 12.00 18.63 4.37 4.26
223 30.00 45.00 12.00 18.63 4.82 3.87
91 30.00 45.00 11.70 18.27 4.35 4.20
92 30.00 45.00 11.70 18.27 4.65 3.93
3 78 30.00 45.00 11.70 18.27 4.64 3.94
79 30.00 45.00 11.70 18.27 4.34 4.21
224 30.00 45.00 12.00 18.63 4.83 3.86
225 30.00 45.00 12.00 18.63 4.37 4.26
226 30.00 45.00 12.00 18.63 4.82 3.87
88 30.00 45.00 11.70 18.27 4.35 4.20
89 30.00 45.00 11.70 18.27 4.65 3.93
2 80 30.00 45.00 11.70 18.27 4.64 3.94
81 30.00 45.00 11.70 18.27 4.34 4.21
227 30.00 45.00 12.00 18.63 4.83 3.86
228 30.00 45.00 12.00 18.63 4.37 4.26
229 30.00 45.00 12.00 18.63 4.82 3.87
86 30.00 45.00 11.70 18.27 4.35 4.20
87 30.00 45.00 11.70 18.27 4.65 3.93
1 82 30.00 45.00 11.70 18.27 4.64 3.94
83 30.00 45.00 11.70 18.27 4.34 4.21
230 30.00 45.00 12.00 18.63 4.83 3.86
231 30.00 45.00 12.00 18.63 4.37 4.26
232 30.00 45.00 12.00 18.63 4.82 3.87
84 30.00 45.00 11.70 18.27 4.35 4.20
85 30.00 45.00 11.70 18.27 4.65 3.93
4.10 ANALISIS NO LINEAL (PUSHOVER)
Para este análisis se tienen los siguientes parámetros:
Carga muerta con un factor de 1.1
Cargas vivas con un factor de 0.25
Modelo de cargas horizontales lineales.
4.11 Resultados del análisis no lineal para los diferentes
pórticos en sentido XX.
para portico 1 paso 12. N o se presentan afectaciones importantes
Pórtico 2 paso 1. No se observa formación de rotulas plasticas
Pórtico 2 paso 7. Se empiezan a formar las primeras rotulas plásticas a nivel IO que no es
representativa
Pórtico 2 paso 7. Se empiezan a formar las primeras rotulas plásticas a nivel de falla.
Pórtico 3. Paso 5 No presenta formaciones de rotulas plásticas.
Pórtico 3 paso 6 ya se empiezan a formar rotulas plásticas de bajo nivel
Pórtico 3 paso 7 presenta rotulas con colapso
Pórtico 3 paso 9 presenta rotulas con colapso en pisos superiores.
Pórtico 3 paso 11. Presenta rotulas con alta vulnerabilidad
Pórtico 3 paso 12 presenta rotulas con fallas
Pórtico 4 paso 6 presenta rotulas a nivel bajo
Pórtico 4 paso 7 presenta formaciones de rotulas con fallas.
Pórtico 5 paso 6 presenta rotulas plásticas sin mayor peligro.
Pórtico 5 paso 7. Presenta routulas fallando.
4.12 ANALISIS DINAMICO NO LINEAL PUSHOVER SENTIDO Y
Pórtico A paso 0. No presenta formación de rotulas.
Pórtico A paso 2 ya se empiezan a formar las rotulas
Pórtico E paso 2. Presenta formación de rotulas con problemas de falla.
Portico E paso 4. Presenta fallas.
4.13 Grafica de desempeño
Norma de desempeño AT-40
El punto de desempeño es:
Cortante: 1008 tn
Desplazamiento máximo de 8 cm en loa parte plástica.
4.14 CONCLUSIONES DEL ESTADO DE LA ESTRUCTURA.
Se presentan deficiencias en las intersecciones de los pórticos 2-3-4 con los ejes b-c.
Estos elementos necesitan aplicar un reforzamiento.
planta de cimentación
Los elementos que se encuentran en gris no cumplen y deben ser reforzados.
5 propuesta de reforzamiento establecida Se establecen una serie de elementos muros, que permiten la redistribución de cargas con el fin de
evitar ampliaciones de secciones de columnas y de vigas por lo difícil de su ejecución en obra.
Estos muros permiten que las cargas que absorben sean transmitidas a la cimentación, ampliando
únicamente la sección de zapatas en los sitios en que ellos se localizan.
La redistribución de cargas, al adicionar elementos hacen que las columnas existentes asuman
cargas apropiadas y no necesiten ampliación de sección.
6 ANALISIS DE LA ESTRUCTURA CON REFORZAMIENTO.
Para esto se realizó un análisis dinámico computarizado por el método de los elementos finitos, a
continuación se muestran el procedimiento que se hizo para realizar dicho estudio:
6.1 Evaluación de la estructura con reforzamiento
Lo primero que se realizó fue la elaboración de la geometría del modelo estructural del edificio
colegio comfenalco, tomando como referencia fundamentalmente planos detallados de este.
Modelo en 3D
Para ello se empleó un software de análisis y diseño estructural como lo es SAP2000.
6.2 DIMENSIONES DE LOS ELEMENTOS ESTRUCTURALES
Columnas de 40*40
Columnas de 50*50
Columnas de 30*30
Vigas 30*35
Vigas de 30*45
Viguetas 10*35 cm
Pantallas de 3.50*0.30 mt
Pantallas de 1.50*0.30 mt
Pantallas de 1.20*0.30 mt.
6.3 ESPECIFICACIONES DE MATERIALES UTILIZADOS:
Concreto Fc=210 kg/cm2
Aceros Fy=4200 kg/cm2 para los refuerzos longitudinales
Fy=2400 kg/cm2 para refuerzos transversales.
6.4 EVALUACIÓN DE CARGAS:
Las solicitaciones verticales, dentro de las que encontramos el peso propio de la estructura, la carga
viva de la misma la cual obedece al uso que se le está dando a la estructura.
Para la evaluación de cargas se tiene en cuenta las recomendaciones de la norma NSR10 para este
efecto. Se tienen en cuenta cargas muertas de la estructura y cargas vivas. Las cargas determinadas
son las siguientes:
CALCULO DE CARGAS
Entrepiso tipo
e= 0.45 mt.
DETERMINACION DE CARGA MUERTA
Concreto: viguetas 0.1370 Tn/M2
plaqueta 0.1200 Tn/M2
caseton: 0.0200 Tn/M2
Mortero de nivelacion: 0.0300 Tn/M2
Ceramica: 0.0300 Tn/M2
Torta de apoyo caseton: 0.0100 Tn/M2
Posibles tabiques: 0.1000 Tn/M2
TOTAL C. M. = 0.4470 Tn/M2
DETERMINACION CARGA VIVA
de acuerdo a la norma NSR10 articulo B.4.2.1 la carga viva
para colegio es:
TOTAL C. V.= 0.200 Tn/M2
de acuerdo a la norma NSR 10 articulo B.4.2.1 la carga viva
para pasillos es:
TOTAL C. V.= 0.500 Tn/M2
Para escaleras utilizar las siguientes cargas:
CALCULO DE CARGAS
ESCALERAS
Espesor de la plaqueta: 0.200 cm
Concreto: Plaqueta 0.5280 Tn/M2
Pasos 0.1800 Tn/M2
caseton: 0.0000 Tn/M2
Posibles tabiques: 0.1500 Tn/M2
Acabados: 0.1500 Tn/M2
TOTAL C. M. = 1.0080 Tn/M2
DETERMINACION CARGA VIVA
de acuerdo a la norma NSR 10 B.4.2.1 la carga viva para escaleras es:
TOTAL C. V.= 0.300 Tn/M2
6.5 DETERMINACION DE FUERZAS HORIZONTALES.
El otro tipo de solicitación es la de tipo Horizontal, más específicamente la acción de un eventual
sismo.
De acuerdo a las especificaciones de la NSR-10, se identificaron los parámetros propios de la
localización de la estructura y las características del suelo sobre el cual se construyó.
El software sap2000 permite la introducción del espectro de diseño, a partir del cual se calcula los
efectos del sismo dependiendo de la masa de la estructura y las restricciones de la misma.
En primera instancia se determinaron los valores de los parámetros sísmicos de acuerdo a la
localización, a las propiedades del suelo y a las características de la estructura.
El espectro sísmico y demás parámetros sísmicos es el siguiente:
Para el análisis de vulnerabilidad sísmica del edificio se planteó que la estructura estaba empotrada
totalmente en la base.
En el transcurso de este paso, finalmente se ejecutaron los análisis definitivos de la estructura
considerando las restricciones planteados previamente y todas las solicitaciones anteriormente
determinadas.
6.6 RESUMEN DE PARÁMETROS SÍSMICOS UTILIZADOS.
Calculo del cortante basal dinámico.
Estos datos se deben tener en cuenta para el cálculo de ajuste.
6.7 ANALISIS ESTRUCTURAL.
Se debe hacer un análisis elástico de la estructura existente, que debe contemplar las nuevas cargas
y solicitaciones sísmicas de acuerdo a la norma nsr10.
Una vez hecho el análisis se debe determinar:
los índices de flexibilidad por cargas laterales, como el máximo cociente entre la deriva obtenida y la
deriva máxima permitida por la norma nsr10
Índice de sobreesfuerzo, obtenido como el máximo cociente Cu/Cn. En donde Cu es la capacidad
máxima resistente por el elemento y las fuerzas solicitadas.
Tomando el inverso de los índices de flexibilidad y sobreesfuerzo se determina el valor de la
vulnerabilidad de la estructura como una fracción de la rigidez y la resistencia de la misma.
Para el análisis no elástico de la estructura se utilizó el método de análisis incremental de colapso, o
análisis pushover, dando como resultado la gráfica demanda-capacidad, mediante la cual se evalúa
el desempeño de la estructura. La curva es convertida en un espectro por capacidad que relaciona
los desplazamientos con las aceleraciones, que al ser superpuesto en una gráfica con el espectro
inelástico, produce una intersección que el desempeño. De este punto se determina las acciones o
requerimientos de reforzamiento que se deben hacer para mejorar su comportamiento.
Se debe verificar el patrón de falla en los diferentes pórticos.
resultados del análisis sísmico.
S A P 2 0 0 0 (R)
Structural Analysis Programs
Nonlinear Version 7.10
Copyright (C) 1978-1999
COMPUTERS AND STRUCTURES, INC.
All rights reserved
This copy of SAP2000 is for the exclusive use of
THE LICENSEE
Unauthorized use is in violation of Federal copyright laws
It is the responsibility of the user to verify all
results produced by this program
8 Apr 2019 16:34:20
Program SAP2000 Nonlinear Version 7.10 File:COMF14CREP.OUT
Page
1
C O N S T R A I N T C O O R D I N A T E S A N D M A S S E S
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LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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CONS BODY65 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
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LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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CONS BODY75 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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GLOBAL U1 U2 U3
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CONS BODY76 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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GLOBAL U1 U2 U3
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CONS BODY78 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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CONS BODY79 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
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CONS BODY80 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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GLOBAL U1 U2 U3
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CONS BODY81 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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GLOBAL U1 U2 U3
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CONS BODY82 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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GLOBAL U1 U2 U3
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CONS BODY83 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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CONS BODY84 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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GLOBAL U1 U2 U3
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CONS BODY85 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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GLOBAL U1 U2 U3
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CONS BODY87 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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GLOBAL U1 U2 U3
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CONS BODY88 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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GLOBAL U1 U2 U3
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CONS BODY89 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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CONS BODY90 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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CONS BODY91 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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CONS BODY92 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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CONS BODY93 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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CONS BODY94 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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CONS BODY95 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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GLOBAL U1 U2 U3
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CONS BODY96 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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GLOBAL U1 U2 U3
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CONS BODY97 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
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GLOBAL U1 U2 U3
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CONS BODY98 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.011544 0.011544 0.011544 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 903.543300 903.543300 903.543300
Y 1324.803 1324.803 1324.803
Z 326.771700 326.771700 326.771700
CONS BODY99 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.025416 0.025416 0.025416 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 299.212600 299.212600 299.212600
Y 765.748000 765.748000 765.748000
Z 326.771700 326.771700 326.771700
CONS DIAPH1 ================== TYPE = DIAPH, NORMAL DIRECTION = U3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
2.821107 2.821107 .000000 .000000 .000000 832150.602
CENTER OF MASS
GLOBAL U1 U2 U3
X 501.530160 501.530160 503.896963
Y 774.234014 774.234014 691.472047
Z 112.204700 112.204700 112.204700
CONS DIAPH2 ================== TYPE = DIAPH, NORMAL DIRECTION = U3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
2.622043 2.622043 .000000 .000000 .000000 724836.134
CENTER OF MASS
GLOBAL U1 U2 U3
X 502.852996 502.852996 503.873157
Y 761.091451 761.091451 759.544640
Z 224.409500 224.409500 224.409500
CONS DIAPH3 ================== TYPE = DIAPH, NORMAL DIRECTION = U3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
2.566597 2.566597 .000000 .000000 .000000 703990.448
CENTER OF MASS
GLOBAL U1 U2 U3
X 502.748362 502.748362 503.869509
Y 757.698631 757.698631 743.217162
Z 326.771700 326.771700 326.771700
CONS DIAPH4 ================== TYPE = DIAPH, NORMAL DIRECTION = U3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
2.420072 2.420072 .000000 .000000 .000000 663498.371
CENTER OF MASS
GLOBAL U1 U2 U3
X 502.288569 502.288569 503.865418
Y 757.770359 757.770359 683.786721
Z 429.133900 429.133900 429.133900
CONS BODY100 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.025416 0.025416 0.025416 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 708.661400 708.661400 708.661400
Y 765.748000 765.748000 765.748000
Z 326.771700 326.771700 326.771700
CONS BODY101 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.016357 0.016357 0.016357 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 389.763800 389.763800 389.763800
Y 708.661400 708.661400 708.661400
Z 326.771700 326.771700 326.771700
CONS BODY102 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.016357 0.016357 0.016357 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 618.110200 618.110200 618.110200
Y 708.661400 708.661400 708.661400
Z 326.771700 326.771700 326.771700
CONS BODY103 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.016357 0.016357 0.016357 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 389.763800 389.763800 389.763800
Y 429.133900 429.133900 429.133900
Z 326.771700 326.771700 326.771700
CONS BODY104 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.016357 0.016357 0.016357 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 618.110200 618.110200 618.110200
Y 429.133900 429.133900 429.133900
Z 326.771700 326.771700 326.771700
CONS BODY105 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.025416 0.025416 0.025416 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 299.212600 299.212600 299.212600
Y 372.047200 372.047200 372.047200
Z 326.771700 326.771700 326.771700
CONS BODY106 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.025416 0.025416 0.025416 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 708.661400 708.661400 708.661400
Y 372.047200 372.047200 372.047200
Z 326.771700 326.771700 326.771700
CONS BODY107 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.010500 0.010500 0.010500 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 161.417300 161.417300 161.417300
Y 183.070900 183.070900 183.070900
Z 326.771700 326.771700 326.771700
CONS BODY108 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.010500 0.010500 0.010500 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 846.456700 846.456700 846.456700
Y 183.070900 183.070900 183.070900
Z 326.771700 326.771700 326.771700
CONS BODY109 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.012119 0.012119 0.012119 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 161.417300 161.417300 161.417300
Y 86.614170 86.614170 86.614170
Z 326.771700 326.771700 326.771700
CONS BODY111 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.018133 0.018133 0.018133 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 389.763800 389.763800 389.763800
Y 86.614170 86.614170 86.614170
Z 326.771700 326.771700 326.771700
CONS BODY112 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.018133 0.018133 0.018133 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 618.110200 618.110200 618.110200
Y 86.614170 86.614170 86.614170
Z 326.771700 326.771700 326.771700
CONS BODY113 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.012119 0.012119 0.012119 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 846.456700 846.456700 846.456700
Y 86.614170 86.614170 86.614170
Z 326.771700 326.771700 326.771700
CONS BODY120 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.007802 0.007802 0.007802 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 102.362200 102.362200 102.362200
Y 1324.803 1324.803 1324.803
Z 429.133900 429.133900 429.133900
CONS BODY121 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
0.007668 0.007668 0.007668 .000000 .000000 .000000
CENTER OF MASS
GLOBAL U1 U2 U3
X 903.543300 903.543300 903.543300
Y 1324.803 1324.803 1324.803
Z 429.133900 429.133900 429.133900
Program SAP2000 Nonlinear Version 7.10 File:COMF14CREP.OUT
Page
2
D I S P L A C E M E N T D E G R E E S O F F R E E D O M
(A) = Active DOF, equilibrium equation
(-) = Restrained DOF, reaction computed
(+) = Constrained DOF
( ) = Null DOF
JOINTS UX UY UZ RX RY RZ
1 A A A A A A
2 TO 5 + + A A A +
6 + + + + + +
7 - - - - - -
8 TO 11 + + A A A +
12 - - - - - -
13 + + + + + +
14 A A A A A A
15 TO 20 + + + + + +
21 TO 22 - - - - - -
23 TO 26 A A A A A A
27 - - - - - -
28 + + + + + +
29 - - - - - -
30 TO 31 A A A A A A
32 + + A A A +
33 - - - - - -
34 A A A A A A
35 + + A A A +
36 - - - - - -
37 A A A A A A
38 TO 42 + + + + + +
43 - - - - - -
44 TO 55 + + + + + +
56 TO 58 + + A A A +
59 - - - - - -
60 A A A A A A
61 + + A A A +
62 - - - - - -
63 A A A A A A
64 + + A A A +
65 - - - - - -
66 A A A A A A
67 + + A A A +
68 TO 69 A A A A A A
70 + + A A A +
71 TO 79 A A A A A A
80 - - - - - -
81 TO 82 A A A A A A
83 + + A A A +
84 - - - - - -
85 A A A A A A
86 + + A A A +
87 - - - - - -
88 TO 98 A A A A A A
A1 - - - - - -
A2 TO A5 + + A A A +
B1 - - - - - -
B2 TO B5 + + A A A +
C1 - - - - - -
C2 TO C5 + + A A A +
D1 - - - - - -
D2 TO D3 + + A A A +
D4 A A A A A A
D5 + + A A A +
E1 - - - - - -
E2 TO E5 + + A A A +
F1 - - - - - -
F2 TO F5 + + A A A +
G1 - - - - - -
G2 TO G5 + + A A A +
H1 - - - - - -
H2 TO H5 + + A A A +
I1 - - - - - -
I2 TO I5 + + A A A +
J1 - - - - - -
J2 TO J5 + + A A A +
K1 - - - - - -
K2 TO K5 + + A A A +
L1 - - - - - -
L2 TO L5 + + A A A +
M1 - - - - - -
M2 TO N5 + + A A A +
O1 - - - - - -
O2 TO O5 + + A A A +
P1 - - - - - -
P2 TO P5 + + A A A +
Q1 - - - - - -
Q2 TO Q5 + + A A A +
R1 - - - - - -
R2 TO S5 + + A A A +
T1 - - - - - -
T2 TO T5 + + A A A +
U1 - - - - - -
U2 TO U5 + + A A A +
V1 - - - - - -
V2 TO V5 + + A A A +
W1 - - - - - -
W2 TO W5 + + A A A +
X1 - - - - - -
X2 TO X5 + + A A A +
Y1 - - - - - -
Y2 TO Y5 + + A A A +
Z1 - - - - - -
Z2 TO Z5 + + A A A +
100 TO 126 A A A A A A
129 - - - - - -
130 TO 133 A A A A A A
136 - - - - - -
137 TO 140 A A A A A A
141 - - - - - -
142 TO 145 A A A A A A
146 - - - - - -
147 TO 151 A A A A A A
152 - - - - - -
153 TO 160 A A A A A A
161 TO 162 - - - - - -
163 TO 166 A A A A A A
167 + + A A A +
168 - - - - - -
169 A A A A A A
170 + + A A A +
171 - - - - - -
172 TO 173 A A A A A A
174 - - - - - -
175 TO 177 A A A A A A
178 - - - - - -
183 A A A A A A
184 + + A A A +
185 - - - - - -
186 A A A A A A
187 + + A A A +
188 A A A A A A
190 TO 193 - - - - - -
194 TO 195 + + A A A +
196 - - - - - -
197 + + A A A +
198 - - - - - -
199 + + A A A +
200 TO 201 - - - - - -
202 + + A A A +
203 - - - - - -
204 TO 209 + + A A A +
213 TO 216 + + + + + +
217 - - - - - -
218 TO 222 + + + + + +
223 - - - - - -
224 TO 227 + + + + + +
228 TO 229 + + - +
230 TO 233 + + + + + +
234 TO 235 + + - +
236 + + + + + +
239 - - - - - -
240 TO 245 + + + + + +
246 A A A A A A
247 TO 251 + + + + + +
252 - - - - - -
264 TO 285 + + + + + +
ZA1 - - - - - -
ZA2 TO ZA5 + + A A A +
ZB1 - - - - - -
ZB2 TO ZB5 + + A A A +
ZC1 - - - - - -
ZC2 TO ZC5 + + A A A +
ZD1 - - - - - -
ZD2 TO ZD5 + + A A A +
ZE1 - - - - - -
ZE2 TO ZE5 + + A A A +
ZF1 - - - - - -
ZF2 TO ZF3 + + A A A +
ZF4 A A A A A A
ZF5 + + A A A +
CONSTRAINTS U1 U2 U3 R1 R2 R3
BODY1 TO BODY99 A A A A A A
DIAPH1 TO DIAPH4 A A A
BODY100 TO BODY121 A A A A A A
Program SAP2000 Nonlinear Version 7.10 File:COMF14CREP.OUT
Page
3
A S S E M B L E D J O I N T M A S S E S
IN GLOBAL COORDINATES
JOINT UX UY UZ RX RY RZ
1 0.004269 0.004269 0.004269 .000000 .000000 .000000
2 0.001341 0.001341 0.001341 .000000 .000000 .000000
3 0.001341 0.001341 0.001341 .000000 .000000 .000000
4 0.001341 0.001341 0.001341 .000000 .000000 .000000
5 0.001341 0.001341 0.001341 .000000 .000000 .000000
6 0.008606 0.008606 0.008606 .000000 .000000 .000000
7 0.010254 0.010254 0.010254 .000000 .000000 .000000
8 0.001341 0.001341 0.001341 .000000 .000000 .000000
9 0.001341 0.001341 0.001341 .000000 .000000 .000000
10 0.001341 0.001341 0.001341 .000000 .000000 .000000
11 0.001341 0.001341 0.001341 .000000 .000000 .000000
12 0.010254 0.010254 0.010254 .000000 .000000 .000000
13 0.008606 0.008606 0.008606 .000000 .000000 .000000
14 0.004269 0.004269 0.004269 .000000 .000000 .000000
15 0.012119 0.012119 0.012119 .000000 .000000 .000000
16 0.012119 0.012119 0.012119 .000000 .000000 .000000
17 0.012119 0.012119 0.012119 .000000 .000000 .000000
18 0.012119 0.012119 0.012119 .000000 .000000 .000000
19 0.018133 0.018133 0.018133 .000000 .000000 .000000
20 0.018133 0.018133 0.018133 .000000 .000000 .000000
21 0.010254 0.010254 0.010254 .000000 .000000 .000000
22 0.010254 0.010254 0.010254 .000000 .000000 .000000
23 0.008606 0.008606 0.008606 .000000 .000000 .000000
24 0.008606 0.008606 0.008606 .000000 .000000 .000000
25 0.008606 0.008606 0.008606 .000000 .000000 .000000
26 0.008606 0.008606 0.008606 .000000 .000000 .000000
27 0.004394 0.004394 0.004394 .000000 .000000 .000000
28 0.012582 0.012582 0.012582 .000000 .000000 .000000
29 0.001902 0.001902 0.001902 .000000 .000000 .000000
30 0.002930 0.002930 0.002930 .000000 .000000 .000000
31 0.000977 0.000977 0.000977 .000000 .000000 .000000
32 0.002416 0.002416 0.002416 .000000 .000000 .000000
33 0.003550 0.003550 0.003550 .000000 .000000 .000000
34 0.005469 0.005469 0.005469 .000000 .000000 .000000
35 0.004509 0.004509 0.004509 .000000 .000000 .000000
36 0.006466 0.006466 0.006466 .000000 .000000 .000000
37 0.009961 0.009961 0.009961 .000000 .000000 .000000
38 0.012197 0.012197 0.012197 .000000 .000000 .000000
39 0.011811 0.011811 0.011811 .000000 .000000 .000000
40 0.007802 0.007802 0.007802 .000000 .000000 .000000
41 0.018133 0.018133 0.018133 .000000 .000000 .000000
42 0.018133 0.018133 0.018133 .000000 .000000 .000000
43 0.004248 0.004248 0.004248 .000000 .000000 .000000
44 0.018133 0.018133 0.018133 .000000 .000000 .000000
45 0.018133 0.018133 0.018133 .000000 .000000 .000000
46 0.018133 0.018133 0.018133 .000000 .000000 .000000
47 0.018133 0.018133 0.018133 .000000 .000000 .000000
48 0.012289 0.012289 0.012289 .000000 .000000 .000000
49 0.012119 0.012119 0.012119 .000000 .000000 .000000
50 0.012119 0.012119 0.012119 .000000 .000000 .000000
51 0.012119 0.012119 0.012119 .000000 .000000 .000000
52 0.008326 0.008326 0.008326 .000000 .000000 .000000
53 0.011916 0.011916 0.011916 .000000 .000000 .000000
54 0.011544 0.011544 0.011544 .000000 .000000 .000000
55 0.007668 0.007668 0.007668 .000000 .000000 .000000
56 0.002590 0.002590 0.002590 .000000 .000000 .000000
57 0.004818 0.004818 0.004818 .000000 .000000 .000000
58 0.008213 0.008213 0.008213 .000000 .000000 .000000
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ZA3 0.015770 0.015770 0.015770 .000000 .000000 .000000
ZA4 0.015325 0.015325 0.015325 .000000 .000000 .000000
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ZB3 0.016476 0.016476 0.016476 .000000 .000000 .000000
ZB4 0.016202 0.016202 0.016202 .000000 .000000 .000000
ZB5 0.013351 0.013351 0.013351 .000000 .000000 .000000
ZC1 0.005712 0.005712 0.005712 .000000 .000000 .000000
ZC2 0.021462 0.021462 0.021462 .000000 .000000 .000000
ZC3 0.017944 0.017944 0.017944 .000000 .000000 .000000
ZC4 0.017499 0.017499 0.017499 .000000 .000000 .000000
ZC5 0.012866 0.012866 0.012866 .000000 .000000 .000000
ZD1 0.005243 0.005243 0.005243 .000000 .000000 .000000
ZD2 0.020727 0.020727 0.020727 .000000 .000000 .000000
ZD3 0.020072 0.020072 0.020072 .000000 .000000 .000000
ZD4 0.019627 0.019627 0.019627 .000000 .000000 .000000
ZD5 0.014994 0.014994 0.014994 .000000 .000000 .000000
ZE1 0.003125 0.003125 0.003125 .000000 .000000 .000000
ZE2 0.023180 0.023180 0.023180 .000000 .000000 .000000
ZE3 0.022906 0.022906 0.022906 .000000 .000000 .000000
ZE4 0.022632 0.022632 0.022632 .000000 .000000 .000000
ZE5 0.019781 0.019781 0.019781 .000000 .000000 .000000
ZF1 0.005078 0.005078 0.005078 .000000 .000000 .000000
ZF2 0.025051 0.025051 0.025051 .000000 .000000 .000000
ZF3 0.018731 0.018731 0.018731 .000000 .000000 .000000
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ZF5 0.013653 0.013653 0.013653 .000000 .000000 .000000
T O T A L A S S E M B L E D J O I N T M A S S E S
IN GLOBAL COORDINATES
UX UY UZ RX RY RZ
TOTAL 12.376127 12.376127 5.163659 .000000 .000000 1.9462E+06
T O T A L A C C E L E R A T E D M A S S A N D L O C A T I O N
TOTAL MASS ACTIVATED BY ACCELERATION LOADS, IN GLOBAL COORDINATES
UX UY UZ
MASS 12.005562 12.005562 4.793094
X-LOC 502.458260 502.458260 503.787659
Y-LOC 734.843895 734.843895 704.039821
Z-LOC 270.889162 270.889162 267.517308
Program SAP2000 Nonlinear Version 7.10 File:COMF14CREP.OUT
Page
4
M O D A L P E R I O D S A N D F R E Q U E N C I E S
MODE PERIOD FREQUENCY FREQUENCY EIGENVALUE
(TIME) (CYC/TIME) (RAD/TIME) (RAD/TIME)**2
1 0.393884 2.538818 15.951866 254.462021
2 0.319786 3.127090 19.648089 386.047396
3 0.306840 3.259027 20.477070 419.310390
4 0.270305 3.699519 23.244765 540.319107
5 0.224975 4.444943 27.928400 779.995547
6 0.221629 4.512042 28.349998 803.722392
7 0.206160 4.850612 30.477297 928.865628
8 0.201602 4.960270 31.166298 971.338129
9 0.193729 5.161860 32.432922 1051.894
10 0.186567 5.359997 33.677852 1134.198
11 0.180165 5.550468 34.874620 1216.239
12 0.170867 5.852513 36.772423 1352.211
13 0.162694 6.146500 38.619598 1491.473
14 0.159650 6.263694 39.355950 1548.891
15 0.138198 7.235998 45.465116 2067.077
16 0.134617 7.428503 46.674660 2178.524
Program SAP2000 Nonlinear Version 7.10 File:COMF14CREP.OUT
Page
5
M O D A L P A R T I C I P A T I O N F A C T O R S
FOR UNIT ACCELERATION LOADS IN GLOBAL COORDINATES
MODE PERIOD UX UY UZ
1 0.393884 -0.007784 -2.172259 0.006449
2 0.319786 -0.050911 -1.704504 0.006862
3 0.306840 -0.931620 0.136189 -0.000105
4 0.270305 1.281520 0.011693 -0.001508
5 0.224975 0.749356 -0.007909 0.005141
6 0.221629 -0.013525 -0.013871 -0.190430
7 0.206160 -0.055398 -0.047517 0.011878
8 0.201602 2.290051 0.004485 -0.001913
9 0.193729 0.661904 -0.002467 0.003722
10 0.186567 -0.015231 -0.037534 0.079287
11 0.180165 -0.380525 -0.011186 0.000855
12 0.170867 -0.004038 0.246156 0.007853
13 0.162694 0.025289 0.043181 -8.81E-05
14 0.159650 0.001861 -0.335622 0.000982
15 0.138198 -0.045319 0.000466 -0.000167
16 0.134617 0.001754 -0.002820 -0.006115
Program SAP2000 Nonlinear Version 7.10 File:COMF14CREP.OUT
Page
6
M O D A L P A R T I C I P A T I N G M A S S R A T I O S
MODE PERIOD INDIVIDUAL MODE (PERCENT) CUMULATIVE SUM (PERCENT)
UX UY UZ UX UY UZ
1 0.393884 0.0005 39.3044 0.0009 0.0005 39.3044 0.0009
2 0.319786 0.0216 24.1999 0.0010 0.0221 63.5043 0.0019
3 0.306840 7.2293 0.1545 0.0000 7.2514 63.6588 0.0019
4 0.270305 13.6794 0.0011 0.0000 20.9308 63.6599 0.0019
5 0.224975 4.6773 0.0005 0.0006 25.6081 63.6604 0.0024
6 0.221629 0.0015 0.0016 0.7566 25.6096 63.6620 0.7590
7 0.206160 0.0256 0.0188 0.0029 25.6352 63.6808 0.7620
8 0.201602 43.6825 0.0002 0.0001 69.3177 63.6810 0.7620
9 0.193729 3.6493 0.0001 0.0003 72.9670 63.6811 0.7623
10 0.186567 0.0019 0.0117 0.1312 72.9689 63.6928 0.8935
11 0.180165 1.2061 0.0010 0.0000 74.1750 63.6938 0.8935
12 0.170867 0.0001 0.5047 0.0013 74.1752 64.1985 0.8948
13 0.162694 0.0053 0.0155 0.0000 74.1805 64.2141 0.8948
14 0.159650 0.0000 0.9383 0.0000 74.1805 65.1523 0.8948
15 0.138198 0.0171 0.0000 0.0000 74.1976 65.1523 0.8948
16 0.134617 0.0000 0.0001 0.0008 74.1976 65.1524 0.8956
Program SAP2000 Nonlinear Version 7.10 File:COMF14CREP.OUT
Page
7
M O D A L L O A D P A R T I C I P A T I O N R A T I O S
LOAD, ACC, OR NLLINK/DEF STATIC DYNAMIC EFFECTIVE
(TYPE) (NAME) (PERCENT) (PERCENT) PERIOD
LOAD MUERTA 2.5332 -> 0.0754<- (*) SEE NOTE 0.048686
LOAD VIVA 0.0036 -> 0.0011<- (*) SEE NOTE 0.031387
LOAD SISMOX 0.0000 0.0000 -INFINITY-
LOAD SISMOY 0.0000 0.0000 -INFINITY-
LOAD SISMOXX 0.0000 0.0000 -INFINITY-
LOAD SISMOYY 0.0000 0.0000 -INFINITY-
LOAD VIENTOX 0.0000 0.0000 -INFINITY-
LOAD VIENTOY 0.0000 0.0000 -INFINITY-
ACC UX 98.5205 74.1976 0.240914
ACC UY 98.6094 65.1524 0.370692
ACC UZ 43.2063 0.8956 0.146150
(*) NOTE: DYNAMIC LOAD PARTICIPATION RATIO EXCLUDES LOAD APPLIED
TO NON-MASS DEGREES OF FREEDOM
Program SAP2000 Nonlinear Version 7.10 File:COMF14CREP.OUT
Page
8
R E S P O N S E S P E C T R U M A C C E L E R A T I O N S
IN RESPONSE-SPECTRUM LOCAL COORDINATES
SPEC SISMOX ------------------
MODE PERIOD DAMP-RATIO U1 U2 U3
1 0.393884 0.050000 69.172760 20.791810 45.981889
2 0.319786 0.050000 69.172760 20.791810 45.981889
3 0.306840 0.050000 69.172760 20.791810 45.981889
4 0.270305 0.050000 69.172760 20.791810 45.981889
5 0.224975 0.050000 69.172760 20.791810 45.981889
6 0.221629 0.050000 69.172760 20.791810 45.981889
7 0.206160 0.050000 69.172760 20.791810 45.981889
8 0.201602 0.050000 69.172760 20.791810 45.981889
9 0.193729 0.050000 69.172760 20.791810 45.981889
10 0.186567 0.050000 69.172760 20.791810 45.981889
11 0.180165 0.050000 69.172760 20.791810 45.981889
12 0.170867 0.050000 69.172760 20.791810 45.981889
13 0.162694 0.050000 69.172760 20.791810 45.981889
14 0.159650 0.050000 69.172760 20.791810 45.981889
15 0.138198 0.050000 69.172760 20.791810 45.981889
16 0.134617 0.050000 69.172760 20.791810 45.981889
SPEC SISMOY ------------------
MODE PERIOD DAMP-RATIO U1 U2 U3
1 0.393884 0.050000 20.791810 69.172760 45.981889
2 0.319786 0.050000 20.791810 69.172760 45.981889
3 0.306840 0.050000 20.791810 69.172760 45.981889
4 0.270305 0.050000 20.791810 69.172760 45.981889
5 0.224975 0.050000 20.791810 69.172760 45.981889
6 0.221629 0.050000 20.791810 69.172760 45.981889
7 0.206160 0.050000 20.791810 69.172760 45.981889
8 0.201602 0.050000 20.791810 69.172760 45.981889
9 0.193729 0.050000 20.791810 69.172760 45.981889
10 0.186567 0.050000 20.791810 69.172760 45.981889
11 0.180165 0.050000 20.791810 69.172760 45.981889
12 0.170867 0.050000 20.791810 69.172760 45.981889
13 0.162694 0.050000 20.791810 69.172760 45.981889
14 0.159650 0.050000 20.791810 69.172760 45.981889
15 0.138198 0.050000 20.791810 69.172760 45.981889
16 0.134617 0.050000 20.791810 69.172760 45.981889
SPEC SISMOXX ------------------
MODE PERIOD DAMP-RATIO U1 U2 U3
1 0.393884 0.050000 392.245540 117.553669 261.496993
2 0.319786 0.050000 392.245540 117.553669 261.496993
3 0.306840 0.050000 392.245540 117.553669 261.496993
4 0.270305 0.050000 392.245540 117.553669 261.496993
5 0.224975 0.050000 392.245540 117.553669 261.496993
6 0.221629 0.050000 392.245540 117.553669 261.496993
7 0.206160 0.050000 392.245540 117.553669 261.496993
8 0.201602 0.050000 392.245540 117.553669 261.496993
9 0.193729 0.050000 392.245540 117.553669 261.496993
10 0.186567 0.050000 392.245540 117.553669 261.496993
11 0.180165 0.050000 392.245540 117.553669 261.496993
12 0.170867 0.050000 392.245540 117.553669 261.496993
13 0.162694 0.050000 392.245540 117.553669 261.496993
14 0.159650 0.050000 392.245540 117.553669 261.496993
15 0.138198 0.050000 392.245540 117.553669 261.496993
16 0.134617 0.050000 392.245540 117.553669 261.496993
SPEC SISMOYY ------------------
MODE PERIOD DAMP-RATIO U1 U2 U3
1 0.393884 0.050000 117.553669 392.245540 261.496993
2 0.319786 0.050000 117.553669 392.245540 261.496993
3 0.306840 0.050000 117.553669 392.245540 261.496993
4 0.270305 0.050000 117.553669 392.245540 261.496993
5 0.224975 0.050000 117.553669 392.245540 261.496993
6 0.221629 0.050000 117.553669 392.245540 261.496993
7 0.206160 0.050000 117.553669 392.245540 261.496993
8 0.201602 0.050000 117.553669 392.245540 261.496993
9 0.193729 0.050000 117.553669 392.245540 261.496993
10 0.186567 0.050000 117.553669 392.245540 261.496993
11 0.180165 0.050000 117.553669 392.245540 261.496993
12 0.170867 0.050000 117.553669 392.245540 261.496993
13 0.162694 0.050000 117.553669 392.245540 261.496993
14 0.159650 0.050000 117.553669 392.245540 261.496993
15 0.138198 0.050000 117.553669 392.245540 261.496993
16 0.134617 0.050000 117.553669 392.245540 261.496993
Program SAP2000 Nonlinear Version 7.10 File:COMF14CREP.OUT
Page
9
R E S P O N S E S P E C T R U M M O D A L A M P L I T U D E S
IN RESPONSE-SPECTRUM LOCAL COORDINATES
SPEC SISMOX ------------------
MODE PERIOD U1 U2 U3
1 0.393884 -0.002116 -0.177493 0.001165
2 0.319786 -0.009122 -0.091802 0.000817
3 0.306840 -0.153687 0.006753 -1.15E-05
4 0.270305 0.164063 0.000450 -0.000128
5 0.224975 0.066456 -0.000211 0.000303
6 0.221629 -0.001164 -0.000359 -0.010895
7 0.206160 -0.004125 -0.001064 0.000588
8 0.201602 0.163083 9.60E-05 -9.06E-05
9 0.193729 0.043527 -4.88E-05 0.000163
10 0.186567 -0.000929 -0.000688 0.003214
11 0.180165 -0.021642 -0.000191 3.23E-05
12 0.170867 -0.000207 0.003785 0.000267
13 0.162694 0.001173 0.000602 -2.72E-06
14 0.159650 8.31E-05 -0.004505 2.91E-05
15 0.138198 -0.001517 4.69E-06 -3.71E-06
16 0.134617 5.57E-05 -2.69E-05 -0.000129
SPEC SISMOY ------------------
MODE PERIOD U1 U2 U3
1 0.393884 -0.000636 -0.590505 0.001165
2 0.319786 -0.002742 -0.305417 0.000817
3 0.306840 -0.046195 0.022467 -1.15E-05
4 0.270305 0.049314 0.001497 -0.000128
5 0.224975 0.019975 -0.000701 0.000303
6 0.221629 -0.000350 -0.001194 -0.010895
7 0.206160 -0.001240 -0.003539 0.000588
8 0.201602 0.049019 0.000319 -9.06E-05
9 0.193729 0.013083 -0.000162 0.000163
10 0.186567 -0.000279 -0.002289 0.003214
11 0.180165 -0.006505 -0.000636 3.23E-05
12 0.170867 -6.21E-05 0.012592 0.000267
13 0.162694 0.000353 0.002003 -2.72E-06
14 0.159650 2.50E-05 -0.014989 2.91E-05
15 0.138198 -0.000456 1.56E-05 -3.71E-06
16 0.134617 1.67E-05 -8.95E-05 -0.000129
SPEC SISMOXX ------------------
MODE PERIOD U1 U2 U3
1 0.393884 -0.011998 -1.003517 0.006627
2 0.319786 -0.051728 -0.519031 0.004648
3 0.306840 -0.871488 0.038181 -6.57E-05
4 0.270305 0.930321 0.002544 -0.000730
5 0.224975 0.376837 -0.001192 0.001724
6 0.221629 -0.006601 -0.002029 -0.061958
7 0.206160 -0.023394 -0.006014 0.003344
8 0.201602 0.924768 0.000543 -0.000515
9 0.193729 0.246820 -0.000276 0.000925
10 0.186567 -0.005267 -0.003890 0.018280
11 0.180165 -0.122722 -0.001081 0.000184
12 0.170867 -0.001171 0.021399 0.001519
13 0.162694 0.006651 0.003403 -1.55E-05
14 0.159650 0.000471 -0.025472 0.000166
15 0.138198 -0.008600 2.65E-05 -2.11E-05
16 0.134617 0.000316 -0.000152 -0.000734
SPEC SISMOYY ------------------
MODE PERIOD U1 U2 U3
1 0.393884 -0.003596 -3.348472 0.006627
2 0.319786 -0.015503 -1.731871 0.004648
3 0.306840 -0.261180 0.127399 -6.57E-05
4 0.270305 0.278812 0.008489 -0.000730
5 0.224975 0.112936 -0.003977 0.001724
6 0.221629 -0.001978 -0.006770 -0.061958
7 0.206160 -0.007011 -0.020066 0.003344
8 0.201602 0.277147 0.001811 -0.000515
9 0.193729 0.073971 -0.000920 0.000925
10 0.186567 -0.001579 -0.012981 0.018280
11 0.180165 -0.036779 -0.003608 0.000184
12 0.170867 -0.000351 0.071404 0.001519
13 0.162694 0.001993 0.011356 -1.55E-05
14 0.159650 0.000141 -0.084994 0.000166
15 0.138198 -0.002577 8.85E-05 -2.11E-05
16 0.134617 9.47E-05 -0.000508 -0.000734
Program SAP2000 Nonlinear Version 7.10 File:COMF14CREP.OUT
Page
10
R E S P O N S E S P E C T R U M M O D A L C O R R E L A T I O N S
PARTIAL MATRIX SHOWING CORRELATION FACTORS BETWEEN NEARBY MODES
SPEC SISMOX ------------------
MODE I PERIOD I I+1 I+2 I+3 I+4 I+5 I+6 I+7 I+8 I+9
1 0.393884 1.000 0.186 0.137 0.064 0.029 0.027 0.021 0.020 0.018 0.016
2 0.319786 1.000 0.854 0.260 0.073 0.067 0.047 0.043 0.036 0.031 0.028
3 0.306840 1.000 0.382 0.092 0.085 0.058 0.052 0.043 0.037 0.032 0.026
4 0.270305 1.000 0.227 0.201 0.118 0.102 0.081 0.066 0.055 0.043 0.035
5 0.224975 1.000 0.978 0.567 0.453 0.308 0.221 0.167 0.115 0.085 0.077
6 0.221629 1.000 0.656 0.526 0.355 0.251 0.187 0.127 0.093 0.083 0.041
7 0.206160 1.000 0.952 0.721 0.500 0.354 0.219 0.150 0.131 0.057 0.050
8 0.201602 1.000 0.863 0.624 0.441 0.266 0.177 0.154 0.064 0.056
9 0.193729 1.000 0.876 0.654 0.387 0.246 0.209 0.079 0.068
10 0.186567 1.000 0.891 0.563 0.347 0.290 0.098 0.084
11 0.180165 1.000 0.780 0.489 0.405 0.123 0.104
12 0.170867 1.000 0.806 0.684 0.180 0.148
13 0.162694 1.000 0.966 0.272 0.216
14 0.159650 1.000 0.323 0.254
15 0.138198 1.000 0.935
16 0.134617 1.000
SPEC SISMOY ------------------
MODE I PERIOD I I+1 I+2 I+3 I+4 I+5 I+6 I+7 I+8 I+9
1 0.393884 1.000 0.186 0.137 0.064 0.029 0.027 0.021 0.020 0.018 0.016
2 0.319786 1.000 0.854 0.260 0.073 0.067 0.047 0.043 0.036 0.031 0.028
3 0.306840 1.000 0.382 0.092 0.085 0.058 0.052 0.043 0.037 0.032 0.026
4 0.270305 1.000 0.227 0.201 0.118 0.102 0.081 0.066 0.055 0.043 0.035
5 0.224975 1.000 0.978 0.567 0.453 0.308 0.221 0.167 0.115 0.085 0.077
6 0.221629 1.000 0.656 0.526 0.355 0.251 0.187 0.127 0.093 0.083 0.041
7 0.206160 1.000 0.952 0.721 0.500 0.354 0.219 0.150 0.131 0.057 0.050
8 0.201602 1.000 0.863 0.624 0.441 0.266 0.177 0.154 0.064 0.056
9 0.193729 1.000 0.876 0.654 0.387 0.246 0.209 0.079 0.068
10 0.186567 1.000 0.891 0.563 0.347 0.290 0.098 0.084
11 0.180165 1.000 0.780 0.489 0.405 0.123 0.104
12 0.170867 1.000 0.806 0.684 0.180 0.148
13 0.162694 1.000 0.966 0.272 0.216
14 0.159650 1.000 0.323 0.254
15 0.138198 1.000 0.935
16 0.134617 1.000
SPEC SISMOXX ------------------
MODE I PERIOD I I+1 I+2 I+3 I+4 I+5 I+6 I+7 I+8 I+9
1 0.393884 1.000 0.186 0.137 0.064 0.029 0.027 0.021 0.020 0.018 0.016
2 0.319786 1.000 0.854 0.260 0.073 0.067 0.047 0.043 0.036 0.031 0.028
3 0.306840 1.000 0.382 0.092 0.085 0.058 0.052 0.043 0.037 0.032 0.026
4 0.270305 1.000 0.227 0.201 0.118 0.102 0.081 0.066 0.055 0.043 0.035
5 0.224975 1.000 0.978 0.567 0.453 0.308 0.221 0.167 0.115 0.085 0.077
6 0.221629 1.000 0.656 0.526 0.355 0.251 0.187 0.127 0.093 0.083 0.041
7 0.206160 1.000 0.952 0.721 0.500 0.354 0.219 0.150 0.131 0.057 0.050
8 0.201602 1.000 0.863 0.624 0.441 0.266 0.177 0.154 0.064 0.056
9 0.193729 1.000 0.876 0.654 0.387 0.246 0.209 0.079 0.068
10 0.186567 1.000 0.891 0.563 0.347 0.290 0.098 0.084
11 0.180165 1.000 0.780 0.489 0.405 0.123 0.104
12 0.170867 1.000 0.806 0.684 0.180 0.148
13 0.162694 1.000 0.966 0.272 0.216
14 0.159650 1.000 0.323 0.254
15 0.138198 1.000 0.935
16 0.134617 1.000
SPEC SISMOYY ------------------
MODE I PERIOD I I+1 I+2 I+3 I+4 I+5 I+6 I+7 I+8 I+9
1 0.393884 1.000 0.186 0.137 0.064 0.029 0.027 0.021 0.020 0.018 0.016
2 0.319786 1.000 0.854 0.260 0.073 0.067 0.047 0.043 0.036 0.031 0.028
3 0.306840 1.000 0.382 0.092 0.085 0.058 0.052 0.043 0.037 0.032 0.026
4 0.270305 1.000 0.227 0.201 0.118 0.102 0.081 0.066 0.055 0.043 0.035
5 0.224975 1.000 0.978 0.567 0.453 0.308 0.221 0.167 0.115 0.085 0.077
6 0.221629 1.000 0.656 0.526 0.355 0.251 0.187 0.127 0.093 0.083 0.041
7 0.206160 1.000 0.952 0.721 0.500 0.354 0.219 0.150 0.131 0.057 0.050
8 0.201602 1.000 0.863 0.624 0.441 0.266 0.177 0.154 0.064 0.056
9 0.193729 1.000 0.876 0.654 0.387 0.246 0.209 0.079 0.068
10 0.186567 1.000 0.891 0.563 0.347 0.290 0.098 0.084
11 0.180165 1.000 0.780 0.489 0.405 0.123 0.104
12 0.170867 1.000 0.806 0.684 0.180 0.148
13 0.162694 1.000 0.966 0.272 0.216
14 0.159650 1.000 0.323 0.254
15 0.138198 1.000 0.935
16 0.134617 1.000
Program SAP2000 Nonlinear Version 7.10 File:COMF14CREP.OUT
Page
11
R E S P O N S E S P E C T R U M B A S E R E A C T I O N S
IN RESPONSE-SPECTRUM LOCAL COORDINATES
SPEC SISMOX ------------------
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U1:
MODE F1 F2 F3 M1 M2 M3
1 0.004191 1.169597 -0.003472 -464.476138 3.164935 580.504288
2 0.179289 6.002646 -0.024167 -1861.919 76.628634 2766.849
3 60.036152 -8.776398 0.006786 2851.511 22046.423 -82606.868
4 113.601936 1.036569 -0.133694 -434.625710 49464.267 -68595.638
5 38.842853 -0.409965 0.266489 403.053798 11475.164 -33428.846
6 0.012654 0.012978 0.178164 114.903902 -83.717953 1.705574
7 0.212286 0.182085 -0.045517 -376.731019 89.828466 -56.329224
8 362.765042 0.710407 -0.303068 -263.060036 116548.731 -241875.279
9 30.305734 -0.112973 0.170437 170.700623 8509.015 -21792.561
10 0.016046 0.039544 -0.083532 -76.928165 45.702392 7.556091
11 10.016155 0.294448 -0.022494 -90.639753 3123.572 -6004.408
12 0.001128 -0.068749 -0.002193 15.150083 1.446785 -35.332577
13 0.044240 0.075539 -0.000154 -7.728582 17.196997 14.242723
14 0.000240 -0.043207 0.000126 3.989448 0.039582 -21.878676
15 0.142070 -0.001461 0.000523 0.641757 29.165781 -115.647048
16 0.000213 -0.000342 -0.000742 -0.748103 0.414403 -0.342356
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U2:
MODE F1 F2 F3 M1 M2 M3
1 0.351555 98.110526 -0.291254 -38962.129 265.487456 48695.038
2 1.804263 60.407174 -0.243199 -18737.276 771.146406 27843.974
3 -2.637992 0.385635 -0.000298 -125.295580 -968.721212 3629.751
4 0.311570 0.002843 -0.000367 -1.192024 135.662958 -188.133532
5 -0.123226 0.001301 -0.000845 -1.278662 -36.404220 106.050860
6 0.003901 0.004001 0.054922 35.420741 -25.807234 0.525767
7 0.054731 0.046944 -0.011735 -97.127270 23.159212 -14.522573
8 0.213533 0.000418 -0.000178 -0.154844 68.603548 -142.373942
9 -0.033957 0.000127 -0.000191 -0.191267 -9.534204 24.418189
10 0.011886 0.029292 -0.061876 -56.984231 33.853864 5.597144
11 0.088504 0.002602 -0.000199 -0.800909 27.600426 -53.055986
12 -0.020664 1.259836 0.040193 -277.627561 -26.512548 647.474801
13 0.022705 0.038769 -7.91E-05 -3.966578 8.826099 7.309862
14 -0.012987 2.342038 -0.006852 -216.246664 -2.145515 1185.926
15 -0.000439 4.52E-06 -1.62E-06 -0.001984 -0.090174 0.357556
16 -0.000103 0.000165 0.000359 0.361426 -0.200208 0.165400
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U3:
MODE F1 F2 F3 M1 M2 M3
1 -0.002308 -0.644120 0.001912 255.796251 -1.742992 -319.695262
2 -0.016065 -0.537844 0.002165 166.830075 -6.866015 -247.912897
3 0.004511 -0.000659 5.10E-07 0.214255 1.656513 -6.206873
4 -0.088872 -0.000811 0.000105 0.340011 -38.696306 53.662936
5 0.177146 -0.001870 0.001215 1.838156 52.333311 -152.454651
6 0.118433 0.121461 1.667465 1075.404 -783.529495 15.962734
7 -0.030257 -0.025952 0.006487 53.695143 -12.803173 8.028555
8 -0.201462 -0.000395 0.000168 0.146090 -64.725347 134.325455
9 0.113296 -0.000422 0.000637 0.638153 31.810402 -81.470080
10 -0.055527 -0.136840 0.289059 266.208407 -158.152231 -26.147705
11 -0.014952 -0.000440 3.36E-05 0.135310 -4.662968 8.963571
12 -0.001458 0.088888 0.002836 -19.587968 -1.870589 45.682481
13 -0.000102 -0.000175 3.57E-07 0.017906 -0.039844 -0.032999
14 8.40E-05 -0.015153 4.43E-05 1.399102 0.013881 -7.672868
15 0.000348 -3.58E-06 1.28E-06 0.001571 0.071404 -0.283127
16 -0.000493 0.000793 0.001719 1.733156 -0.960063 0.793147
COMBINED FOR ALL MODES AND ALL DIRECTIONS OF SPECTRAL ACCELERATION:
F1 F2 F3 M1 M2 M3
SPEC 454.202303 124.808719 1.856573 46380.833 150990.445 324378.734
SPEC SISMOY ------------------
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U1:
MODE F1 F2 F3 M1 M2 M3
1 0.001260 0.351555 -0.001044 -139.611310 0.951310 174.486820
2 0.053890 1.804263 -0.007264 -559.651776 23.032882 831.653964
3 18.045547 -2.637992 0.002040 857.101547 6626.670 -24829.808
4 34.146243 0.311570 -0.040185 -130.638929 14867.871 -20618.340
5 11.675307 -0.123226 0.080101 121.149106 3449.182 -10047.976
6 0.003804 0.003901 0.053552 34.537586 -25.163775 0.512658
7 0.063808 0.054731 -0.013681 -113.237058 27.000461 -16.931326
8 109.039192 0.213533 -0.091096 -79.070061 35031.985 -72702.389
9 9.109237 -0.033957 0.051230 51.308853 2557.623 -6550.365
10 0.004823 0.011886 -0.025108 -23.122914 13.737134 2.271195
11 3.010636 0.088504 -0.006761 -27.244316 938.877181 -1804.793
12 0.000339 -0.020664 -0.000659 4.553782 0.434872 -10.620196
13 0.013297 0.022705 -4.63E-05 -2.323042 5.169039 4.281049
14 7.20E-05 -0.012987 3.80E-05 1.199140 0.011897 -6.576249
15 0.042703 -0.000439 0.000157 0.192898 8.766592 -34.760959
16 6.40E-05 -0.000103 -0.000223 -0.224863 0.124560 -0.102905
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U2:
MODE F1 F2 F3 M1 M2 M3
1 1.169597 326.406205 -0.968981 -129624.019 883.256433 162004.661
2 6.002646 200.970040 -0.809105 -62337.481 2565.545 92634.769
3 -8.776398 1.282980 -0.000992 -416.848800 -3222.861 12075.903
4 1.036569 0.009458 -0.001220 -3.965774 451.340273 -625.905852
5 -0.409965 0.004327 -0.002813 -4.254011 -121.114051 352.823088
6 0.012978 0.013310 0.182720 117.842091 -85.858692 1.749187
7 0.182085 0.156180 -0.039041 -323.134987 77.048925 -48.315488
8 0.710407 0.001391 -0.000594 -0.515154 228.238749 -473.667202
9 -0.112973 0.000421 -0.000635 -0.636331 -31.719567 81.237443
10 0.039544 0.097452 -0.205855 -189.582171 112.629213 18.621270
11 0.294448 0.008656 -0.000661 -2.664561 91.824504 -176.513204
12 -0.068749 4.191379 0.133718 -923.645634 -88.205216 2154.099
13 0.075539 0.128982 -0.000263 -13.196501 29.363755 24.319352
14 -0.043207 7.791782 -0.022795 -719.436091 -7.137964 3945.486
15 -0.001461 1.50E-05 -5.38E-06 -0.006601 -0.300003 1.189561
16 -0.000342 0.000550 0.001193 1.202436 -0.666076 0.550273
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U3:
MODE F1 F2 F3 M1 M2 M3
1 -0.002308 -0.644120 0.001912 255.796251 -1.742992 -319.695262
2 -0.016065 -0.537844 0.002165 166.830075 -6.866015 -247.912897
3 0.004511 -0.000659 5.10E-07 0.214255 1.656513 -6.206873
4 -0.088872 -0.000811 0.000105 0.340011 -38.696306 53.662936
5 0.177146 -0.001870 0.001215 1.838156 52.333311 -152.454651
6 0.118433 0.121461 1.667465 1075.404 -783.529495 15.962734
7 -0.030257 -0.025952 0.006487 53.695143 -12.803173 8.028555
8 -0.201462 -0.000395 0.000168 0.146090 -64.725347 134.325455
9 0.113296 -0.000422 0.000637 0.638153 31.810402 -81.470080
10 -0.055527 -0.136840 0.289059 266.208407 -158.152231 -26.147705
11 -0.014952 -0.000440 3.36E-05 0.135310 -4.662968 8.963571
12 -0.001458 0.088888 0.002836 -19.587968 -1.870589 45.682481
13 -0.000102 -0.000175 3.57E-07 0.017906 -0.039844 -0.032999
14 8.40E-05 -0.015153 4.43E-05 1.399102 0.013881 -7.672868
15 0.000348 -3.58E-06 1.28E-06 0.001571 0.071404 -0.283127
16 -0.000493 0.000793 0.001719 1.733156 -0.960063 0.793147
COMBINED FOR ALL MODES AND ALL DIRECTIONS OF SPECTRAL ACCELERATION:
F1 F2 F3 M1 M2 M3
SPEC 136.604886 414.922145 2.249849 154158.105 45430.101 228414.187
SPEC SISMOXX ------------------
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U1:
MODE F1 F2 F3 M1 M2 M3
1 0.023765 6.632225 -0.019689 -2633.821 17.946826 3291.761
2 1.016663 34.038128 -0.137037 -10558.047 434.524229 15689.474
3 340.436222 -49.766745 0.038481 16169.552 125014.691 -468423.925
4 644.182085 5.877886 -0.758115 -2464.554 280488.132 -388972.962
5 220.259185 -2.324715 1.511129 2285.525 65070.153 -189558.948
6 0.071756 0.073591 1.010283 651.564911 -474.724355 9.671491
7 1.203771 1.032515 -0.258105 -2136.261 509.374141 -319.416007
8 2057.067 4.028378 -1.718555 -1491.687 660891.946 -1.3716E+06
9 171.849281 -0.640613 0.966464 967.961352 48250.542 -123575.161
10 0.090989 0.224234 -0.473667 -436.222722 259.156341 42.846968
11 56.796810 1.669671 -0.127551 -513.974564 17712.281 -34048.117
12 0.006394 -0.389843 -0.012437 85.908856 8.204022 -200.354098
13 0.250861 0.428344 -0.000874 -43.825082 97.515921 80.763651
14 0.001359 -0.245008 0.000717 22.622246 0.224449 -124.063478
15 0.805613 -0.008287 0.002967 3.639098 165.385155 -655.778938
16 0.001207 -0.001941 -0.004208 -4.242131 2.349882 -1.941335
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U2:
MODE F1 F2 F3 M1 M2 M3
1 1.987639 554.701693 -1.646708 -220285.834 1501.025 275314.189
2 10.201026 341.532788 -1.375010 -105937.649 4359.942 157425.509
3 -14.914799 2.180323 -0.001686 -708.401775 -5476.999 20522.049
4 1.761568 0.016074 -0.002073 -6.739521 767.017323 -1063.678
5 -0.696703 0.007353 -0.004780 -7.229358 -205.823811 599.595109
6 0.022055 0.022619 0.310518 200.263373 -145.910099 2.972605
7 0.309439 0.265416 -0.066348 -549.142515 130.938593 -82.108374
8 1.207281 0.002364 -0.001009 -0.875463 387.873816 -804.960184
9 -0.191988 0.000716 -0.001080 -1.081395 -53.904912 138.056650
10 0.067201 0.165612 -0.349835 -322.180000 191.404496 31.645386
11 0.500391 0.014710 -0.001124 -4.528213 156.048528 -299.970317
12 -0.116834 7.122919 0.227243 -1569.663 -149.897832 3660.722
13 0.128372 0.219194 -0.000447 -22.426416 49.901393 41.328827
14 -0.073427 13.241521 -0.038739 -1222.625 -12.130409 6705.043
15 -0.002483 2.55E-05 -9.15E-06 -0.011218 -0.509832 2.021566
16 -0.000582 0.000935 0.002027 2.043445 -1.131944 0.935146
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U3:
MODE F1 F2 F3 M1 M2 M3
1 -0.013126 -3.663085 0.010874 1454.702 -9.912322 -1818.093
2 -0.091358 -3.058696 0.012314 948.755339 -39.046726 -1409.870
3 0.025654 -0.003750 2.90E-06 1.218461 9.420517 -35.298217
4 -0.505410 -0.004612 0.000595 1.933629 -220.064198 305.178770
5 1.007419 -0.010633 0.006912 10.453512 297.617251 -867.002934
6 0.673522 0.690744 9.482799 6115.774 -4455.898 90.779368
7 -0.172070 -0.147590 0.036894 305.361929 -72.811083 45.658041
8 -1.145703 -0.002244 0.000957 0.830810 -368.090215 763.902988
9 0.644310 -0.002402 0.003624 3.629150 180.904362 -463.316781
10 -0.315778 -0.778205 1.643867 1513.916 -899.404822 -148.700857
11 -0.085034 -0.002500 0.000191 0.769501 -26.518096 50.975436
12 -0.008291 0.505500 0.016127 -111.395919 -10.637955 259.794273
13 -0.000583 -0.000995 2.03E-06 0.101832 -0.226588 -0.187663
14 0.000478 -0.086174 0.000252 7.956634 0.078943 -43.635263
15 0.001978 -2.03E-05 7.28E-06 0.008935 0.406069 -1.610131
16 -0.002805 0.004509 0.009777 9.856382 -5.459834 4.510595
COMBINED FOR ALL MODES AND ALL DIRECTIONS OF SPECTRAL ACCELERATION:
F1 F2 F3 M1 M2 M3
SPEC 2575.563 705.652361 10.553903 262232.151 856194.426 1.8392E+06
SPEC SISMOYY ------------------
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U1:
MODE F1 F2 F3 M1 M2 M3
1 0.007122 1.987639 -0.005901 -789.340692 5.378558 986.521415
2 0.304688 10.201026 -0.041069 -3164.184 130.224342 4702.043
3 102.026723 -14.914799 0.011532 4845.919 37466.164 -140383.880
4 193.057562 1.761568 -0.227202 -738.612237 84060.634 -116572.897
5 66.010375 -0.696703 0.452877 684.958253 19501.140 -56809.696
6 0.021505 0.022055 0.302776 195.270151 -142.272082 2.898489
7 0.360763 0.309439 -0.077352 -640.224758 152.656418 -95.727088
8 616.490679 1.207281 -0.515041 -447.049857 198065.408 -411048.028
9 51.502213 -0.191988 0.289644 290.092293 14460.402 -37034.745
10 0.027269 0.067201 -0.141955 -130.733370 77.667623 12.840983
11 17.021668 0.500391 -0.038226 -154.035137 5308.266 -10204.019
12 0.001916 -0.116834 -0.003727 25.746376 2.458697 -60.044938
13 0.075182 0.128372 -0.000262 -13.134118 29.224945 24.204389
14 0.000407 -0.073427 0.000215 6.779753 0.067266 -37.181091
15 0.241437 -0.002483 0.000889 1.090616 49.564953 -196.533070
16 0.000362 -0.000582 -0.001261 -1.271342 0.704246 -0.581807
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U2:
MODE F1 F2 F3 M1 M2 M3
1 6.632225 1850.893 -5.494628 -735035.636 5008.524 918650.722
2 34.038128 1139.605 -4.588044 -353485.951 14547.975 525287.339
3 -49.766745 7.275163 -0.005625 -2363.750 -18275.300 68476.656
4 5.877886 0.053633 -0.006917 -22.488000 2559.334 -3549.212
5 -2.324715 0.024536 -0.015949 -24.122457 -686.779688 2000.690
6 0.073591 0.075473 1.036116 668.225974 -486.863456 9.918799
7 1.032515 0.885623 -0.221385 -1832.344 436.907498 -273.973955
8 4.028378 0.007889 -0.003365 -2.921189 1294.232 -2685.939
9 -0.640613 0.002388 -0.003603 -3.608328 -179.866451 460.658573
10 0.224234 0.552602 -1.167308 -1075.030 638.666241 105.592293
11 1.669671 0.049084 -0.003750 -15.109449 520.692717 -1000.922
12 -0.389843 23.767300 0.758250 -5237.551 -500.169468 12214.863
13 0.428344 0.731394 -0.001493 -74.831027 166.507767 137.903380
14 -0.245008 44.183456 -0.129260 -4079.577 -40.475970 22372.956
15 -0.008287 8.52E-05 -3.05E-05 -0.037432 -1.701174 6.745431
16 -0.001941 0.003119 0.006763 6.818437 -3.776998 3.120335
FOR EACH MODE, DUE TO SPECTRAL ACCELERATION IN DIRECTION U3:
MODE F1 F2 F3 M1 M2 M3
1 -0.013126 -3.663085 0.010874 1454.702 -9.912322 -1818.093
2 -0.091358 -3.058696 0.012314 948.755339 -39.046726 -1409.870
3 0.025654 -0.003750 2.90E-06 1.218461 9.420517 -35.298217
4 -0.505410 -0.004612 0.000595 1.933629 -220.064198 305.178770
5 1.007419 -0.010633 0.006912 10.453512 297.617251 -867.002934
6 0.673522 0.690744 9.482799 6115.774 -4455.898 90.779368
7 -0.172070 -0.147590 0.036894 305.361929 -72.811083 45.658041
8 -1.145703 -0.002244 0.000957 0.830810 -368.090215 763.902988
9 0.644310 -0.002402 0.003624 3.629150 180.904362 -463.316781
10 -0.315778 -0.778205 1.643867 1513.916 -899.404822 -148.700857
11 -0.085034 -0.002500 0.000191 0.769501 -26.518096 50.975436
12 -0.008291 0.505500 0.016127 -111.395919 -10.637955 259.794273
13 -0.000583 -0.000995 2.03E-06 0.101832 -0.226588 -0.187663
14 0.000478 -0.086174 0.000252 7.956634 0.078943 -43.635263
15 0.001978 -2.03E-05 7.28E-06 0.008935 0.406069 -1.610131
16 -0.002805 0.004509 0.009777 9.856382 -5.459834 4.510595
COMBINED FOR ALL MODES AND ALL DIRECTIONS OF SPECTRAL ACCELERATION:
F1 F2 F3 M1 M2 M3
SPEC 772.345590 2352.824 12.780604 874156.816 256856.552 1.2946E+06
Program SAP2000 Nonlinear Version 7.10 File:COMF14CREP.OUT
Page
12
R E S T R A I N T F O R C E S ( R E A C T I O N S )
FORCES AND MOMENTS ACTING ON JOINTS, IN GLOBAL COORDINATES
LOAD VIENTOY ------------------
JOINT FX FY FZ MX MY MZ
7 .000000 .000000 .000000 .000000 .000000 .000000
12 .000000 .000000 .000000 .000000 .000000 .000000
21 .000000 .000000 .000000 .000000 .000000 .000000
22 .000000 .000000 .000000 .000000 .000000 .000000
27 .000000 .000000 .000000 .000000 .000000 .000000
29 .000000 .000000 .000000 .000000 .000000 .000000
33 .000000 .000000 .000000 .000000 .000000 .000000
36 .000000 .000000 .000000 .000000 .000000 .000000
43 .000000 .000000 .000000 .000000 .000000 .000000
59 .000000 .000000 .000000 .000000 .000000 .000000
62 .000000 .000000 .000000 .000000 .000000 .000000
65 .000000 .000000 .000000 .000000 .000000 .000000
80 .000000 .000000 .000000 .000000 .000000 .000000
84 .000000 .000000 .000000 .000000 .000000 .000000
87 .000000 .000000 .000000 .000000 .000000 .000000
A1 .000000 .000000 .000000 .000000 .000000 .000000
B1 .000000 .000000 .000000 .000000 .000000 .000000
C1 .000000 .000000 .000000 .000000 .000000 .000000
D1 .000000 .000000 .000000 .000000 .000000 .000000
E1 .000000 .000000 .000000 .000000 .000000 .000000
F1 .000000 .000000 .000000 .000000 .000000 .000000
G1 .000000 .000000 .000000 .000000 .000000 .000000
H1 .000000 .000000 .000000 .000000 .000000 .000000
I1 .000000 .000000 .000000 .000000 .000000 .000000
J1 .000000 .000000 .000000 .000000 .000000 .000000
K1 .000000 .000000 .000000 .000000 .000000 .000000
L1 .000000 .000000 .000000 .000000 .000000 .000000
M1 .000000 .000000 .000000 .000000 .000000 .000000
O1 .000000 .000000 .000000 .000000 .000000 .000000
P1 .000000 .000000 .000000 .000000 .000000 .000000
Q1 .000000 .000000 .000000 .000000 .000000 .000000
R1 .000000 .000000 .000000 .000000 .000000 .000000
T1 .000000 .000000 .000000 .000000 .000000 .000000
U1 .000000 .000000 .000000 .000000 .000000 .000000
V1 .000000 .000000 .000000 .000000 .000000 .000000
W1 .000000 .000000 .000000 .000000 .000000 .000000
X1 .000000 .000000 .000000 .000000 .000000 .000000
Y1 .000000 .000000 .000000 .000000 .000000 .000000
Z1 .000000 .000000 .000000 .000000 .000000 .000000
129 .000000 .000000 .000000 .000000 .000000 .000000
136 .000000 .000000 .000000 .000000 .000000 .000000
141 .000000 .000000 .000000 .000000 .000000 .000000
146 .000000 .000000 .000000 .000000 .000000 .000000
152 .000000 .000000 .000000 .000000 .000000 .000000
161 .000000 .000000 .000000 .000000 .000000 .000000
162 .000000 .000000 .000000 .000000 .000000 .000000
168 .000000 .000000 .000000 .000000 .000000 .000000
171 .000000 .000000 .000000 .000000 .000000 .000000
174 .000000 .000000 .000000 .000000 .000000 .000000
178 .000000 .000000 .000000 .000000 .000000 .000000
185 .000000 .000000 .000000 .000000 .000000 .000000
190 .000000 .000000 .000000 .000000 .000000 .000000
191 .000000 .000000 .000000 .000000 .000000 .000000
193 .000000 .000000 .000000 .000000 .000000 .000000
196 .000000 .000000 .000000 .000000 .000000 .000000
198 .000000 .000000 .000000 .000000 .000000 .000000
200 .000000 .000000 .000000 .000000 .000000 .000000
201 .000000 .000000 .000000 .000000 .000000 .000000
203 .000000 .000000 .000000 .000000 .000000 .000000
217 .000000 .000000 .000000 .000000 .000000 .000000
223 .000000 .000000 .000000 .000000 .000000 .000000
228 .000000 .000000 .000000 .000000 .000000 .000000
229 .000000 .000000 .000000 .000000 .000000 .000000
234 .000000 .000000 .000000 .000000 .000000 .000000
235 .000000 .000000 .000000 .000000 .000000 .000000
239 .000000 .000000 .000000 .000000 .000000 .000000
252 .000000 .000000 .000000 .000000 .000000 .000000
ZA1 .000000 .000000 .000000 .000000 .000000 .000000
ZB1 .000000 .000000 .000000 .000000 .000000 .000000
ZC1 .000000 .000000 .000000 .000000 .000000 .000000
ZD1 .000000 .000000 .000000 .000000 .000000 .000000
ZE1 .000000 .000000 .000000 .000000 .000000 .000000
ZF1 .000000 .000000 .000000 .000000 .000000 .000000
Program SAP2000 Nonlinear Version 7.10 File:COMF14CREP.OUT
Page
13
G L O B A L F O R C E B A L A N C E
TOTAL FORCE AND MOMENT AT THE ORIGIN, IN GLOBAL COORDINATES
LOAD MUERTA ------------------
FX FY FZ MX MY MZ
APPLIED -2.81E-16 .000000 -6031.466 -4.4091E+06 3.0364E+06 2.01E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.32E-13 2.62E-12 6031.466 4.4091E+06 -3.0364E+06 1.59E-09
CONSTRS -6.17E-14 -3.08E-12 -3.44E-14 1.09E-09 -1.31E-10 -1.42E-09
TOTAL -2.94E-13 -4.60E-13 -1.85E-12 -9.16E-09 1.73E-09 1.70E-10
LOAD VIVA ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 -1805.039 -1.2630E+06 908623.983 .000000
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS 3.41E-15 2.49E-13 1805.039 1.2630E+06 -908623.983 1.54E-10
CONSTRS -6.44E-14 -4.44E-13 8.38E-13 5.98E-10 -5.11E-10 -2.07E-10
TOTAL -6.10E-14 -1.95E-13 -2.12E-12 -1.50E-09 -9.77E-10 -5.27E-11
LOAD SISMOX ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS .000000 .000000 .000000 .000000 .000000 .000000
CONSTRS .000000 .000000 .000000 .000000 .000000 .000000
TOTAL .000000 .000000 .000000 .000000 .000000 .000000
LOAD SISMOY ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS .000000 .000000 .000000 .000000 .000000 .000000
CONSTRS .000000 .000000 .000000 .000000 .000000 .000000
TOTAL .000000 .000000 .000000 .000000 .000000 .000000
LOAD SISMOXX ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS .000000 .000000 .000000 .000000 .000000 .000000
CONSTRS .000000 .000000 .000000 .000000 .000000 .000000
TOTAL .000000 .000000 .000000 .000000 .000000 .000000
LOAD SISMOYY ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS .000000 .000000 .000000 .000000 .000000 .000000
CONSTRS .000000 .000000 .000000 .000000 .000000 .000000
TOTAL .000000 .000000 .000000 .000000 .000000 .000000
LOAD VIENTOX ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS .000000 .000000 .000000 .000000 .000000 .000000
CONSTRS .000000 .000000 .000000 .000000 .000000 .000000
TOTAL .000000 .000000 .000000 .000000 .000000 .000000
LOAD VIENTOY ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS .000000 .000000 .000000 .000000 .000000 .000000
CONSTRS .000000 .000000 .000000 .000000 .000000 .000000
TOTAL .000000 .000000 .000000 .000000 .000000 .000000
MODE 1 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA -1.980672 -552.757475 1.640936 219513.736 -1495.764 -271394.427
REACTNS 1.974660 552.753374 -1.639710 -219513.072 1494.762 271419.539
CONSTRS 0.006448 0.005319 -0.001220 -1.020713 1.114695 -24.091553
TOTAL 0.000436 0.001218 6.53E-06 -0.355884 0.112812 1.020788
MODE 2 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA -19.653965 -658.019457 2.649184 204106.419 -8400.150 -284748.231
REACTNS 19.681566 658.039502 -2.655714 -204109.603 8404.815 284641.279
CONSTRS -0.029381 -0.025269 0.006451 4.830107 -5.169751 102.661900
TOTAL -0.001779 -0.005223 -7.89E-05 1.645673 -0.504899 -4.290361
MODE 3 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA -390.638009 57.105504 -0.044155 -18553.965 -143449.747 846557.517
REACTNS 390.634262 -57.106504 0.045838 18554.348 143448.678 -846545.216
CONSTRS 0.003896 0.002031 -0.001501 -0.686697 1.045256 -11.674223
TOTAL 0.000149 0.001031 0.000182 -0.303045 -0.023851 0.626653
MODE 4 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 692.429624 6.318124 -0.814895 -2649.143 301495.953 -323108.532
REACTNS -692.447109 -6.342919 0.809657 2649.641 -301493.865 323191.178
CONSTRS 0.018977 0.024660 0.002597 -2.151366 -0.477913 -81.249992
TOTAL 0.001492 -0.000135 -0.002641 -1.652800 1.609706 1.395823
MODE 5 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 584.494098 -6.169014 4.010031 6065.017 172674.389 -783500.674
REACTNS -584.501021 6.168481 -4.009001 -6064.754 -172675.311 783505.613
CONSTRS 0.007123 0.001848 -0.000918 -0.557361 1.595247 -3.221719
TOTAL 0.000201 0.001316 0.000111 -0.294465 0.673398 1.716914
MODE 6 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA -10.870661 -11.148633 -153.052702 -98708.795 71918.343 -12049.110
REACTNS 10.887332 11.148763 153.051927 98708.147 -71916.038 12035.991
CONSTRS -0.017234 -0.004600 0.000622 1.348917 -4.175836 8.473774
TOTAL -0.000563 -0.004470 -0.000152 0.701183 -1.870819 -4.645245
MODE 7 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA -51.457160 -44.136554 11.033104 91317.969 -21774.032 13879.703
REACTNS 51.467632 44.139849 -11.035731 -91319.161 21777.079 -13886.526
CONSTRS -0.010389 -0.005881 0.002391 1.491302 -3.793369 5.858258
TOTAL 8.22E-05 -0.002585 -0.000236 0.300214 -0.746349 -0.964332
MODE 8 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 2224.414 4.356096 -1.858364 -1613.040 714657.110 -1.1964E+06
REACTNS -2224.392 -4.353386 1.853197 1611.804 -714653.535 1.1964E+06
CONSTRS -0.022125 -0.006031 0.004954 1.986191 -5.555938 10.009284
TOTAL -0.000593 -0.003321 -0.000213 0.750707 -1.981168 -4.740613
MODE 9 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 696.252895 -2.595464 3.915662 3921.727 195488.623 -551412.918
REACTNS -696.262311 2.601438 -3.892738 -3918.290 -195500.175 551420.264
CONSTRS 0.008920 -0.003668 -0.020575 -4.093286 12.252268 -2.564347
TOTAL -0.000496 0.002307 0.002349 -0.656543 0.700668 4.781383
MODE 10 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA -17.274442 -42.571225 89.926711 82817.813 -49201.384 -1347.813
REACTNS 17.138786 42.561079 -89.943973 -82816.521 49203.478 1451.314
CONSTRS 0.138575 0.042461 0.014508 -7.182926 12.517613 -79.544834
TOTAL 0.002919 0.032316 -0.002755 -5.890280 14.612202 23.956710
MODE 11 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA -462.809148 -13.605326 1.039348 4188.125 -144328.629 534.592446
REACTNS 462.928275 13.618109 -1.072288 -4196.170 144352.343 -616.637138
CONSTRS -0.120212 -0.031342 0.029810 11.390622 -33.141511 61.530476
TOTAL -0.001084 -0.018558 -0.003130 3.345651 -9.427176 -20.514216
MODE 12 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA -5.459653 332.855254 10.619100 -73350.631 -7004.752 166593.422
REACTNS 5.576685 -332.852182 -10.623602 73350.978 7015.733 -166689.215
CONSTRS -0.128607 -0.012766 0.006939 -0.004959 -23.274957 61.784246
TOTAL -0.011575 -0.009694 0.002437 0.342357 -12.293888 -34.009302
MODE 13 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 37.718390 64.403893 -0.131464 -6589.350 14662.073 86557.826
REACTNS -37.704378 -64.382672 0.178923 6624.884 -14686.951 -86555.535
CONSTRS -0.017922 -0.015790 -0.002096 -2.547384 -0.855123 -1.606698
TOTAL -0.003909 0.005431 0.045363 32.986669 -25.733839 0.684273
MODE 14 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 2.882652 -519.842325 1.520818 47998.436 476.221738 -255821.222
REACTNS -2.918995 519.788547 -1.620535 -48067.416 -421.758967 255816.360
CONSTRS 0.044924 0.042292 0.010700 5.315746 -3.413494 1.421365
TOTAL 0.008581 -0.011486 -0.089017 -63.664370 51.049278 -3.440787
MODE 15 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA -93.678698 0.963592 -0.345013 -423.163367 -19231.399 96252.005
REACTNS 93.515561 -1.239377 -0.169201 20.674162 19497.247 -96294.547
CONSTRS 0.212259 0.213987 -0.007640 20.467706 27.539202 15.843653
TOTAL 0.049122 -0.061798 -0.521854 -382.021499 293.386910 -26.697838
MODE 16 ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 3.822123 -6.143352 -13.320771 -13429.076 7438.889 -6972.292
REACTNS -3.787590 6.109084 13.288815 13288.002 -7432.353 6922.907
CONSTRS -0.017290 0.014348 -0.159482 -21.240175 96.194815 33.736877
TOTAL 0.017242 -0.019921 -0.191438 -162.314050 102.730453 -15.648607
SPEC SISMOX ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 454.202303 124.808719 1.856573 46380.833 150990.445 308675.259
REACTNS 454.201781 124.809217 1.856641 46380.901 150990.408 308679.257
CONSTRS 0.005103 0.004696 0.001246 0.632108 0.973663 16.182833
TOTAL 0.000323 0.000703 0.001020 0.720115 0.637968 0.754525
SPEC SISMOY ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 136.604886 414.922145 2.249849 154158.105 45430.101 225278.236
REACTNS 136.604631 414.923879 2.250394 154158.326 45430.080 225271.188
CONSTRS 0.009487 0.007942 0.002028 1.509052 1.649852 32.400839
TOTAL 0.000619 0.001659 0.001475 1.156741 0.965932 1.419531
SPEC SISMOXX ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 2575.563 705.652361 10.553903 262232.151 856194.426 1.7501E+06
REACTNS 2575.560 705.655179 10.554288 262232.531 856194.217 1.7502E+06
CONSTRS 0.028913 0.026610 0.007058 3.579025 5.517149 91.668947
TOTAL 0.001831 0.003982 0.005783 4.080730 3.615561 4.274832
SPEC SISMOYY ------------------
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 .000000 .000000
INERTIA 772.345590 2352.824 12.780604 874156.816 256856.552 1.2768E+06
REACTNS 772.344150 2352.834 12.783688 874158.068 256856.438 1.2768E+06
CONSTRS 0.053792 0.045035 0.011499 8.556923 9.354923 183.721840
TOTAL 0.003511 0.009408 0.008365 6.558813 5.476886 8.049188
COMB COMB1 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -3.94E-16 .000000 -8444.053 -6.1727E+06 4.2509E+06 2.81E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -3.24E-13 3.67E-12 8444.053 6.1727E+06 -4.2509E+06 2.23E-09
CONSTRS -8.64E-14 -4.31E-12 -4.82E-14 1.52E-09 -1.84E-10 -1.99E-09
TOTAL -4.11E-13 -6.44E-13 -2.59E-12 -1.28E-08 2.42E-09 2.38E-10
COMB COMB1 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -3.94E-16 .000000 -8444.053 -6.1727E+06 4.2509E+06 2.81E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -3.24E-13 3.67E-12 8444.053 6.1727E+06 -4.2509E+06 2.23E-09
CONSTRS -8.64E-14 -4.31E-12 -4.82E-14 1.52E-09 -1.84E-10 -1.99E-09
TOTAL -4.11E-13 -6.44E-13 -2.59E-12 -1.28E-08 2.42E-09 2.38E-10
COMB COMB2 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -3.38E-16 .000000 -10125.823 -7.3118E+06 5.0975E+06 2.41E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.72E-13 3.54E-12 10125.823 7.3118E+06 -5.0975E+06 2.16E-09
CONSTRS -1.77E-13 -4.40E-12 1.30E-12 2.26E-09 -9.75E-10 -2.04E-09
TOTAL -4.50E-13 -8.65E-13 -5.61E-12 -1.34E-08 5.15E-10 1.20E-10
COMB COMB2 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -3.38E-16 .000000 -10125.823 -7.3118E+06 5.0975E+06 2.41E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.72E-13 3.54E-12 10125.823 7.3118E+06 -5.0975E+06 2.16E-09
CONSTRS -1.77E-13 -4.40E-12 1.30E-12 2.26E-09 -9.75E-10 -2.04E-09
TOTAL -4.50E-13 -8.65E-13 -5.61E-12 -1.34E-08 5.15E-10 1.20E-10
COMB COMB3 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -3.38E-16 .000000 -9042.799 -6.5539E+06 4.5523E+06 2.41E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.74E-13 3.39E-12 9042.799 6.5539E+06 -4.5523E+06 2.07E-09
CONSTRS -1.38E-13 -4.14E-12 7.97E-13 1.91E-09 -6.68E-10 -1.92E-09
TOTAL -4.13E-13 -7.47E-13 -4.34E-12 -1.25E-08 1.10E-09 1.51E-10
COMB COMB3 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -3.38E-16 .000000 -9042.799 -6.5539E+06 4.5523E+06 2.41E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.74E-13 3.39E-12 9042.799 6.5539E+06 -4.5523E+06 2.07E-09
CONSTRS -1.38E-13 -4.14E-12 7.97E-13 1.91E-09 -6.68E-10 -1.92E-09
TOTAL -4.13E-13 -7.47E-13 -4.34E-12 -1.25E-08 1.10E-09 1.51E-10
COMB COMB4 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -3.38E-16 .000000 -9042.799 -6.5539E+06 4.5523E+06 2.41E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.74E-13 3.39E-12 9042.799 6.5539E+06 -4.5523E+06 2.07E-09
CONSTRS -1.38E-13 -4.14E-12 7.97E-13 1.91E-09 -6.68E-10 -1.92E-09
TOTAL -4.13E-13 -7.47E-13 -4.34E-12 -1.25E-08 1.10E-09 1.51E-10
COMB COMB4 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -3.38E-16 .000000 -9042.799 -6.5539E+06 4.5523E+06 2.41E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.74E-13 3.39E-12 9042.799 6.5539E+06 -4.5523E+06 2.07E-09
CONSTRS -1.38E-13 -4.14E-12 7.97E-13 1.91E-09 -6.68E-10 -1.92E-09
TOTAL -4.13E-13 -7.47E-13 -4.34E-12 -1.25E-08 1.10E-09 1.51E-10
COMB COMB5 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -2.53E-16 .000000 -5428.320 -3.9682E+06 2.7327E+06 1.81E-13
INERTIA 454.202303 124.808719 1.856573 46380.833 150990.445 308675.259
REACTNS 454.201781 124.809217 5430.176 4.0146E+06 -2.5818E+06 308679.257
CONSTRS 0.005103 0.004696 0.001246 0.632108 0.973663 16.182833
TOTAL 0.000323 0.000703 0.001020 0.720115 0.637968 0.754525
COMB COMB5 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -2.53E-16 .000000 -5428.320 -3.9682E+06 2.7327E+06 1.81E-13
INERTIA -454.202303 -124.808719 -1.856573 -46380.833 -150990.445 -308675.259
REACTNS -454.201781 -124.809217 5426.463 3.9218E+06 -2.8837E+06 -308679.257
CONSTRS -0.005103 -0.004696 -0.001246 -0.632108 -0.973663 -16.182833
TOTAL -0.000323 -0.000703 -0.001020 -0.720115 -0.637968 -0.754525
COMB COMB6 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -2.53E-16 .000000 -5428.320 -3.9682E+06 2.7327E+06 1.81E-13
INERTIA 136.604886 414.922145 2.249849 154158.105 45430.101 225278.236
REACTNS 136.604631 414.923879 5430.570 4.1224E+06 -2.6873E+06 225271.188
CONSTRS 0.009487 0.007942 0.002028 1.509052 1.649852 32.400839
TOTAL 0.000619 0.001659 0.001475 1.156741 0.965932 1.419531
COMB COMB6 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -2.53E-16 .000000 -5428.320 -3.9682E+06 2.7327E+06 1.81E-13
INERTIA -136.604886 -414.922145 -2.249849 -154158.105 -45430.101 -225278.236
REACTNS -136.604631 -414.923879 5426.069 3.8140E+06 -2.7782E+06 -225271.188
CONSTRS -0.009487 -0.007942 -0.002028 -1.509052 -1.649852 -32.400839
TOTAL -0.000619 -0.001659 -0.001475 -1.156741 -0.965932 -1.419531
COMB COMB7 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -3.38E-16 .000000 -9042.799 -6.5539E+06 4.5523E+06 2.41E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.74E-13 3.39E-12 9042.799 6.5539E+06 -4.5523E+06 2.07E-09
CONSTRS -1.38E-13 -4.14E-12 7.97E-13 1.91E-09 -6.68E-10 -1.92E-09
TOTAL -4.13E-13 -7.47E-13 -4.34E-12 -1.25E-08 1.10E-09 1.51E-10
COMB COMB7 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -3.38E-16 .000000 -9042.799 -6.5539E+06 4.5523E+06 2.41E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.74E-13 3.39E-12 9042.799 6.5539E+06 -4.5523E+06 2.07E-09
CONSTRS -1.38E-13 -4.14E-12 7.97E-13 1.91E-09 -6.68E-10 -1.92E-09
TOTAL -4.13E-13 -7.47E-13 -4.34E-12 -1.25E-08 1.10E-09 1.51E-10
COMB COMB8 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -3.38E-16 .000000 -9042.799 -6.5539E+06 4.5523E+06 2.41E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.74E-13 3.39E-12 9042.799 6.5539E+06 -4.5523E+06 2.07E-09
CONSTRS -1.38E-13 -4.14E-12 7.97E-13 1.91E-09 -6.68E-10 -1.92E-09
TOTAL -4.13E-13 -7.47E-13 -4.34E-12 -1.25E-08 1.10E-09 1.51E-10
COMB COMB8 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -3.38E-16 .000000 -9042.799 -6.5539E+06 4.5523E+06 2.41E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.74E-13 3.39E-12 9042.799 6.5539E+06 -4.5523E+06 2.07E-09
CONSTRS -1.38E-13 -4.14E-12 7.97E-13 1.91E-09 -6.68E-10 -1.92E-09
TOTAL -4.13E-13 -7.47E-13 -4.34E-12 -1.25E-08 1.10E-09 1.51E-10
COMB COMB9 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -3.38E-16 .000000 -9042.799 -6.5539E+06 4.5523E+06 2.41E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.74E-13 3.39E-12 9042.799 6.5539E+06 -4.5523E+06 2.07E-09
CONSTRS -1.38E-13 -4.14E-12 7.97E-13 1.91E-09 -6.68E-10 -1.92E-09
TOTAL -4.13E-13 -7.47E-13 -4.34E-12 -1.25E-08 1.10E-09 1.51E-10
COMB COMB9 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -3.38E-16 .000000 -9042.799 -6.5539E+06 4.5523E+06 2.41E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.74E-13 3.39E-12 9042.799 6.5539E+06 -4.5523E+06 2.07E-09
CONSTRS -1.38E-13 -4.14E-12 7.97E-13 1.91E-09 -6.68E-10 -1.92E-09
TOTAL -4.13E-13 -7.47E-13 -4.34E-12 -1.25E-08 1.10E-09 1.51E-10
COMB COMB10 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -3.38E-16 .000000 -9042.799 -6.5539E+06 4.5523E+06 2.41E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.74E-13 3.39E-12 9042.799 6.5539E+06 -4.5523E+06 2.07E-09
CONSTRS -1.38E-13 -4.14E-12 7.97E-13 1.91E-09 -6.68E-10 -1.92E-09
TOTAL -4.13E-13 -7.47E-13 -4.34E-12 -1.25E-08 1.10E-09 1.51E-10
COMB COMB10 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -3.38E-16 .000000 -9042.799 -6.5539E+06 4.5523E+06 2.41E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.74E-13 3.39E-12 9042.799 6.5539E+06 -4.5523E+06 2.07E-09
CONSTRS -1.38E-13 -4.14E-12 7.97E-13 1.91E-09 -6.68E-10 -1.92E-09
TOTAL -4.13E-13 -7.47E-13 -4.34E-12 -1.25E-08 1.10E-09 1.51E-10
COMB COMB11 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 5.0975E+06 2.81E-13
INERTIA 454.202303 414.922145 2.249849 154158.105 150990.445 308675.259
REACTNS 454.201781 414.923879 10125.823 7.3118E+06 .000000 308679.257
CONSTRS 0.009487 0.007942 0.002028 1.509052 1.649852 32.400839
TOTAL 0.000619 0.001659 0.001475 1.156741 0.965932 1.419531
COMB COMB11 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -3.94E-16 .000000 -10125.823 -7.3118E+06 .000000 .000000
INERTIA -454.202303 -414.922145 -2.249849 -154158.105 -150990.445 -308675.259
REACTNS -454.201781 -414.923879 .000000 .000000 -5.0975E+06 -308679.257
CONSTRS -0.009487 -0.007942 -0.002028 -1.509052 -1.649852 -32.400839
TOTAL -0.000619 -0.001659 -0.001475 -1.156741 -0.965932 -1.419531
COMB COMB12 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -2.81E-16 .000000 -7836.506 -5.6721E+06 3.9450E+06 2.01E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.28E-13 2.87E-12 7836.506 5.6721E+06 -3.9450E+06 1.75E-09
CONSTRS -1.26E-13 -3.52E-12 8.04E-13 1.69E-09 -6.42E-10 -1.63E-09
TOTAL -3.55E-13 -6.55E-13 -3.97E-12 -1.07E-08 7.55E-10 1.17E-10
COMB COMB12 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -2.81E-16 .000000 -7836.506 -5.6721E+06 3.9450E+06 2.01E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.28E-13 2.87E-12 7836.506 5.6721E+06 -3.9450E+06 1.75E-09
CONSTRS -1.26E-13 -3.52E-12 8.04E-13 1.69E-09 -6.42E-10 -1.63E-09
TOTAL -3.55E-13 -6.55E-13 -3.97E-12 -1.07E-08 7.55E-10 1.17E-10
COMB COMB13 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -2.81E-16 .000000 -7385.246 -5.3564E+06 3.7179E+06 2.01E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.29E-13 2.80E-12 7385.246 5.3564E+06 -3.7179E+06 1.71E-09
CONSTRS -1.10E-13 -3.41E-12 5.94E-13 1.54E-09 -5.14E-10 -1.58E-09
TOTAL -3.39E-13 -6.07E-13 -3.44E-12 -1.03E-08 9.99E-10 1.31E-10
COMB COMB13 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -2.81E-16 .000000 -7385.246 -5.3564E+06 3.7179E+06 2.01E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.29E-13 2.80E-12 7385.246 5.3564E+06 -3.7179E+06 1.71E-09
CONSTRS -1.10E-13 -3.41E-12 5.94E-13 1.54E-09 -5.14E-10 -1.58E-09
TOTAL -3.39E-13 -6.07E-13 -3.44E-12 -1.03E-08 9.99E-10 1.31E-10
COMB COMB14 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED -2.81E-16 .000000 -7385.246 -5.3564E+06 3.7179E+06 2.01E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.29E-13 2.80E-12 7385.246 5.3564E+06 -3.7179E+06 1.71E-09
CONSTRS -1.10E-13 -3.41E-12 5.94E-13 1.54E-09 -5.14E-10 -1.58E-09
TOTAL -3.39E-13 -6.07E-13 -3.44E-12 -1.03E-08 9.99E-10 1.31E-10
COMB COMB14 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -2.81E-16 .000000 -7385.246 -5.3564E+06 3.7179E+06 2.01E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.29E-13 2.80E-12 7385.246 5.3564E+06 -3.7179E+06 1.71E-09
CONSTRS -1.10E-13 -3.41E-12 5.94E-13 1.54E-09 -5.14E-10 -1.58E-09
TOTAL -3.39E-13 -6.07E-13 -3.44E-12 -1.03E-08 9.99E-10 1.31E-10
COMB COMB15 ------------------ MAX
FX FY FZ MX MY MZ
APPLIED .000000 .000000 .000000 .000000 3.9450E+06 2.01E-13
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS .000000 2.87E-12 7836.506 5.6721E+06 .000000 1.75E-09
CONSTRS .000000 .000000 8.04E-13 1.69E-09 .000000 .000000
TOTAL .000000 .000000 .000000 .000000 9.99E-10 1.31E-10
COMB COMB15 ------------------ MIN
FX FY FZ MX MY MZ
APPLIED -2.81E-16 .000000 -7836.506 -5.6721E+06 .000000 .000000
INERTIA .000000 .000000 .000000 .000000 .000000 .000000
REACTNS -2.29E-13 .000000 .000000 .000000 -3.9450E+06 .000000
CONSTRS -1.26E-13 -3.52E-12 .000000 .000000 -6.42E-10 -1.63E-09
TOTAL -3.55E-13 -6.55E-13 -3.97E-12 -1.07E-08 .000000 .000000
6.8 calculo del indice de flexibilidad de la estructura.
INDICE DE FLEXIBILIDAD DE LA ESTRUCTURA
Máximo cociente entre la deriva calculada y la máxima deriva permitida en
toda la estructura.
Debe ser menor a la unidad para garantizar el comportamiento de la estructura.
INDICE DE FLEXIBILIDAD DE LA ESTRUCTURA
Máximo cociente entre la deriva calculada y la máxima deriva permitida en
toda la estructura.
Debe ser menor a la unidad para garantizar el comportamiento de la estructura.
Punto desp.X desp. Y Deriva x Deriva y deriva deriva Indice de
calculada maxima flexibilidad
SENTIDO XX
A5 5.308 5.117 1.195 0.984 1.548 2.850 0.5432
A4 4.112 4.134 1.472 1.402 2.032 2.850 0.7131
A3 2.641 2.732 1.671 1.741 2.413 2.850 0.8467
A2 0.970 0.991 0.970 0.991 1.386 2.850 0.4864
A1 0.000 0.000 0.000 0.000 0.000 0.000
A5 1.825 1.582 0.586 0.548 0.803 2.850 0.2816
A4 1.239 1.034 0.563 0.538 0.778 2.850 0.2731
A3 0.676 0.496 0.486 0.418 0.641 2.850 0.2249
A2 0.190 0.077 0.190 0.077 0.205 2.850 0.0721
A1 0.000 0.000 0.000 0.000 0.000 0.000
B5 1.702 1.582 0.542 0.548 0.771 2.850 0.2705
B4 1.160 1.034 0.520 0.538 0.748 2.850 0.2626
B3 0.640 0.496 0.454 0.418 0.618 2.850 0.2167
B2 0.186 0.077 0.186 0.077 0.201 2.850 0.0706
B1 0.000 0.000 0.000 0.000 0.000 0.000
C5 1.495 1.582 0.466 0.548 0.719 2.850 0.2523
C4 1.030 1.034 0.448 0.538 0.700 2.850 0.2457
C3 0.581 0.496 0.403 0.418 0.581 2.850 0.2038
C2 0.179 0.077 0.179 0.077 0.194 2.850 0.0682
C1 0.000 0.000 0.000 0.000 0.000 0.000
D5 1.280 1.582 0.374 0.546 0.661 2.850 0.2321
D4 0.906 1.036 0.382 0.541 0.662 2.850 0.2323
D3 0.524 0.496 0.354 0.418 0.548 2.850 0.1922
D2 0.170 0.077 0.170 0.077 0.187 2.850 0.0656
D1 0.000 0.000 0.000 0.000 0.000 0.000
E5 1.363 1.582 0.405 0.548 0.681 2.850 0.2390
E4 0.958 1.034 0.410 0.538 0.677 2.850 0.2374
E3 0.548 0.496 0.377 0.418 0.563 2.850 0.1977
E2 0.171 0.077 0.171 0.077 0.187 2.850 0.0658
E1 0.000 0.000 0.000 0.000 0.000 0.000
F5 1.615 1.582 0.492 0.548 0.736 2.850 0.2583
F4 1.124 1.034 0.503 0.538 0.737 2.850 0.2584
F3 0.621 0.496 0.444 0.418 0.610 2.850 0.2141
F2 0.177 0.077 0.177 0.077 0.193 2.850 0.0676
F1 0.000 0.000 0.000 0.000 0.000 0.000
G5 1.864 1.424 0.600 0.498 0.780 2.850 0.2736
G4 1.264 0.926 0.576 0.486 0.754 2.850 0.2646
G3 0.687 0.440 0.496 0.373 0.620 2.850 0.2177
G2 0.192 0.067 0.192 0.067 0.203 2.850 0.0712
G1 0.000 0.000 0.000 0.000 0.000 0.000
H5 1.495 1.424 0.466 0.498 0.682 2.850 0.2391
H4 1.030 0.926 0.448 0.486 0.662 2.850 0.2321
H3 0.581 0.440 0.403 0.373 0.549 2.850 0.1927
H2 0.179 0.067 0.179 0.067 0.191 2.850 0.0668
H1 0.000 0.000 0.000 0.000 0.000 0.000
I5 1.280 1.424 0.380 0.498 0.626 2.850 0.2196
I4 0.901 0.926 0.377 0.486 0.615 2.850 0.2158
I3 0.524 0.440 0.354 0.373 0.514 2.850 0.1805
I2 0.170 0.067 0.170 0.067 0.183 2.850 0.0642
I1 0.000 0.000 0.000 0.000 0.000 0.000
J5 1.363 1.424 0.405 0.498 0.641 2.850 0.2250
J4 0.958 0.926 0.410 0.486 0.636 2.850 0.2233
J3 0.548 0.440 0.377 0.373 0.531 2.850 0.1863
J2 0.171 0.067 0.171 0.067 0.183 2.850 0.0643
J1 0.000 0.000 0.000 0.000 0.000 0.000
K5 1.615 1.424 0.492 0.498 0.700 2.850 0.2455
K4 1.124 0.926 0.503 0.486 0.700 2.850 0.2455
K3 0.621 0.440 0.444 0.373 0.580 2.850 0.2036
K2 0.177 0.067 0.177 0.067 0.189 2.850 0.0662
K1 0.000 0.000 0.000 0.000 0.000 0.000
L5 1.864 1.289 0.600 0.455 0.753 2.850 0.2643
L4 1.264 0.834 0.576 0.443 0.727 2.850 0.2550
L3 0.687 0.392 0.496 0.334 0.598 2.850 0.2097
L2 0.192 0.058 0.192 0.058 0.200 2.850 0.0703
L1 0.000 0.000 0.000 0.000 0.000 0.000
M5 1.495 1.289 0.466 0.455 0.651 2.850 0.2284
M4 1.030 0.834 0.448 0.443 0.630 2.850 0.2210
M3 0.581 0.392 0.403 0.334 0.523 2.850 0.1836
M2 0.179 0.058 0.179 0.058 0.188 2.850 0.0658
M1 0.000 0.000 0.000 0.000 0.000 0.000
N5 1.280 1.289 0.380 0.455 0.593 2.850 0.2079
N4 0.901 0.834 0.377 0.443 0.581 2.850 0.2039
N3 0.524 0.392 0.354 0.334 0.486 2.850 0.1707
N2 0.170 0.058 0.170 0.058 0.180 2.850 0.0631
N1 0.000 0.000 0.000 0.000 0.000 0.000
O5 1.363 1.289 0.405 0.455 0.609 2.850 0.2136
O4 0.958 0.834 0.410 0.443 0.603 2.850 0.2117
O3 0.548 0.392 0.377 0.334 0.504 2.850 0.1768
O2 0.171 0.058 0.171 0.058 0.180 2.850 0.0633
O1 0.000 0.000 0.000 0.000 0.000 0.000
P5 1.615 1.289 0.492 0.455 0.670 2.850 0.2350
P4 1.124 0.834 0.503 0.443 0.670 2.850 0.2351
P3 0.621 0.392 0.444 0.334 0.556 2.850 0.1950
P2 0.177 0.058 0.177 0.058 0.186 2.850 0.0652
P1 0.000 0.000 0.000 0.000 0.000 0.000
Q5 1.864 1.285 0.600 0.454 0.753 2.850 0.2641
Q4 1.264 0.831 0.576 0.441 0.726 2.850 0.2546
Q3 0.687 0.391 0.496 0.332 0.596 2.850 0.2093
Q2 0.192 0.059 0.192 0.059 0.201 2.850 0.0704
Q1 0.000 0.000 0.000 0.000 0.000 0.000
R5 1.495 1.285 0.466 0.454 0.650 2.850 0.2282
R4 1.030 0.831 0.448 0.441 0.629 2.850 0.2206
R3 0.581 0.391 0.403 0.332 0.522 2.850 0.1831
R2 0.179 0.059 0.179 0.059 0.188 2.850 0.0659
R1 0.000 0.000 0.000 0.000 0.000 0.000
S5 1.280 1.285 0.380 0.454 0.592 2.850 0.2076
S4 0.901 0.831 0.377 0.441 0.580 2.850 0.2034
S3 0.524 0.391 0.354 0.332 0.485 2.850 0.1702
S2 0.170 0.059 0.170 0.059 0.180 2.850 0.0632
s1 0.000 0.000 0.000 0.000 0.000 0.000
T5 1.363 1.285 0.405 0.454 0.608 2.850 0.2133
T4 0.958 0.831 0.410 0.441 0.602 2.850 0.2113
T3 0.548 0.391 0.377 0.332 0.503 2.850 0.1763
T2 0.171 0.059 0.171 0.059 0.181 2.850 0.0634
T1 0.000 0.000 0.000 0.000 0.000 0.000
U5 1.615 1.285 0.492 0.454 0.669 2.850 0.2348
U4 1.124 0.831 0.503 0.441 0.669 2.850 0.2347
U3 0.621 0.391 0.444 0.332 0.554 2.850 0.1945
U2 0.177 0.059 0.177 0.059 0.186 2.850 0.0653
U1 0.000 0.000 0.000 0.000 0.000 0.000
V5 1.864 1.413 0.600 0.495 0.778 2.850 0.2729
V4 1.264 0.919 0.576 0.482 0.751 2.850 0.2636
V3 0.687 0.437 0.496 0.368 0.617 2.850 0.2166
V2 0.192 0.069 0.192 0.069 0.204 2.850 0.0715
V1 0.000 0.000 0.000 0.000 0.000 0.000
W5 1.495 1.413 0.466 0.495 0.679 2.850 0.2383
W4 1.030 0.919 0.448 0.482 0.658 2.850 0.2310
W3 0.581 0.437 0.403 0.368 0.546 2.850 0.1914
W2 0.179 0.069 0.179 0.069 0.191 2.850 0.0671
W1 0.000 0.000 0.000 0.000 0.000 0.000
X5 1.280 1.413 0.380 0.495 0.623 2.850 0.2188
X4 0.901 0.919 0.377 0.482 0.612 2.850 0.2146
X3 0.524 0.437 0.354 0.368 0.510 2.850 0.1791
X2 0.170 0.069 0.170 0.069 0.184 2.850 0.0645
X1 0.000 0.000 0.000 0.000 0.000 0.000
Y5 1.363 1.413 0.405 0.495 0.639 2.850 0.2242
Y4 0.958 0.919 0.410 0.482 0.633 2.850 0.2221
Y3 0.548 0.437 0.377 0.368 0.527 2.850 0.1849
Y2 0.171 0.069 0.171 0.069 0.184 2.850 0.0646
Y1 0.000 0.000 0.000 0.000 0.000 0.000
Z5 1.615 1.413 0.492 0.495 0.697 2.850 0.2447
Z4 1.124 0.919 0.503 0.482 0.697 2.850 0.2444
Z3 0.621 0.437 0.444 0.368 0.577 2.850 0.2024
Z2 0.177 0.069 0.177 0.069 0.190 2.850 0.0665
Z1 0.000 0.000 0.000 0.000 0.000 0.000
ZA5 1.825 1.567 0.586 0.544 0.800 2.850 0.2806
ZA4 1.239 1.024 0.563 0.532 0.774 2.850 0.2717
ZA3 0.676 0.492 0.486 0.412 0.636 2.850 0.2233
ZA2 0.190 0.080 0.190 0.080 0.207 2.850 0.0725
ZA1 0.000 0.000 0.000 0.000 0.000 0.000
ZB5 1.702 1.567 0.542 0.544 0.768 2.850 0.2694
ZB4 1.160 1.024 0.520 0.532 0.744 2.850 0.2611
ZB3 0.640 0.492 0.454 0.412 0.613 2.850 0.2150
ZB2 0.186 0.080 0.186 0.080 0.202 2.850 0.0710
ZB1 0.000 0.000 0.000 0.000 0.000 0.000
ZC5 1.495 1.567 0.466 0.544 0.716 2.850 0.2512
ZC4 1.030 1.024 0.448 0.532 0.696 2.850 0.2441
ZC3 0.581 0.492 0.403 0.412 0.576 2.850 0.2020
ZC2 0.179 0.080 0.179 0.080 0.196 2.850 0.0687
ZC1 0.000 0.000 0.000 0.000 0.000 0.000
ZD5 1.280 1.567 0.380 0.544 0.663 2.850 0.2327
ZD4 0.901 1.024 0.377 0.532 0.652 2.850 0.2287
ZD3 0.524 0.492 0.354 0.412 0.543 2.850 0.1904
ZD2 0.170 0.080 0.170 0.080 0.188 2.850 0.0660
ZD1 0.000 0.000 0.000 0.000 0.000 0.000
ZE5 1.363 1.567 0.405 0.544 0.678 2.850 0.2378
ZE4 0.958 1.024 0.410 0.532 0.672 2.850 0.2357
ZE3 0.548 0.492 0.377 0.412 0.558 2.850 0.1959
ZE2 0.171 0.080 0.171 0.080 0.189 2.850 0.0662
ZE1 0.000 0.000 0.000 0.000 0.000 0.000
ZF5 1.615 1.567 0.489 0.547 0.734 2.850 0.2576
ZF4 1.126 1.020 0.506 0.528 0.731 2.850 0.2566
ZF3 0.621 0.492 0.444 0.412 0.605 2.850 0.2124
ZF2 0.177 0.080 0.177 0.080 0.194 2.850 0.0680
ZF1 0.000 0.000 0.000 0.000 0.000 0.000
SENTIDO YY
A5 0.555 4.319 0.178 1.525 1.535 2.850 0.5387
A4 0.376 2.794 0.172 1.484 1.493 2.850 0.5240
A3 0.205 1.311 0.148 1.120 1.130 2.850 0.3965
A2 0.057 0.190 0.057 0.190 0.198 2.850 0.0696
A1 0.000 0.000 0.000 0.000 0.000 0.000
B5 0.516 4.319 0.164 1.525 1.534 2.850 0.5381
B4 0.351 2.794 0.158 1.484 1.492 2.850 0.5235
B3 0.193 1.311 0.138 1.120 1.129 2.850 0.3961
B2 0.056 0.190 0.056 0.190 0.198 2.850 0.0695
B1 0.000 0.000 0.000 0.000 0.000 0.000
C5 0.450 4.319 0.140 1.525 1.531 2.850 0.5373
C4 0.310 2.794 0.135 1.484 1.490 2.850 0.5227
C3 0.175 1.311 0.121 1.120 1.127 2.850 0.3954
C2 0.054 0.190 0.054 0.190 0.197 2.850 0.0693
C1 0.000 0.000 0.000 0.000 0.000 0.000
D5 0.385 4.319 0.113 1.518 1.522 2.850 0.5340
D4 0.272 2.801 0.115 1.491 1.495 2.850 0.5246
D3 0.157 1.311 0.106 1.120 1.125 2.850 0.3949
D2 0.051 0.190 0.051 0.190 0.197 2.850 0.0691
D1 0.000 0.000 0.000 0.000 0.000 0.000
E5 0.416 4.319 0.124 1.525 1.530 2.850 0.5368
E4 0.292 2.794 0.126 1.484 1.489 2.850 0.5224
E3 0.166 1.311 0.115 1.120 1.126 2.850 0.3952
E2 0.051 0.190 0.051 0.190 0.197 2.850 0.0691
E1 0.000 0.000 0.000 0.000 0.000 0.000
F5 0.501 4.319 0.153 1.525 1.532 2.850 0.5377
F4 0.348 2.794 0.157 1.484 1.492 2.850 0.5234
F3 0.191 1.311 0.138 1.120 1.129 2.850 0.3961
F2 0.053 0.190 0.053 0.190 0.197 2.850 0.0693
F1 0.000 0.000 0.000 0.000 0.000 0.000
G5 0.567 4.290 0.183 1.516 1.526 2.850 0.5356
G4 0.384 2.775 0.176 1.474 1.484 2.850 0.5207
G3 0.208 1.301 0.151 1.111 1.122 2.850 0.3935
G2 0.058 0.190 0.058 0.190 0.198 2.850 0.0696
G1 0.000 0.000 0.000 0.000 0.000 0.000
H5 0.450 4.290 0.140 1.516 1.522 2.850 0.5340
H4 0.310 2.775 0.135 1.474 1.480 2.850 0.5192
H3 0.175 1.301 0.121 1.111 1.118 2.850 0.3923
H2 0.054 0.190 0.054 0.190 0.197 2.850 0.0692
H1 0.000 0.000 0.000 0.000 0.000 0.000
I5 0.385 4.290 0.114 1.516 1.520 2.850 0.5333
I4 0.271 2.775 0.113 1.474 1.478 2.850 0.5186
I3 0.157 1.301 0.106 1.111 1.116 2.850 0.3917
I2 0.051 0.190 0.051 0.190 0.197 2.850 0.0690
I1 0.000 0.000 0.000 0.000 0.000 0.000
J5 0.416 4.290 0.124 1.516 1.521 2.850 0.5335
J4 0.292 2.775 0.126 1.474 1.479 2.850 0.5189
J3 0.166 1.301 0.115 1.111 1.117 2.850 0.3921
J2 0.051 0.190 0.051 0.190 0.197 2.850 0.0690
J1 0.000 0.000 0.000 0.000 0.000 0.000
K5 0.501 4.290 0.153 1.516 1.523 2.850 0.5345
K4 0.348 2.775 0.157 1.474 1.482 2.850 0.5200
K3 0.191 1.301 0.138 1.111 1.120 2.850 0.3929
K2 0.053 0.190 0.053 0.190 0.197 2.850 0.0692
K1 0.000 0.000 0.000 0.000 0.000 0.000
L5 0.567 4.253 0.183 1.504 1.515 2.850 0.5314
L4 0.384 2.750 0.176 1.461 1.471 2.850 0.5162
L3 0.208 1.289 0.151 1.100 1.110 2.850 0.3895
L2 0.058 0.190 0.058 0.190 0.198 2.850 0.0695
L1 0.000 0.000 0.000 0.000 0.000 0.000
M5 0.450 4.253 0.140 1.504 1.510 2.850 0.5298
M4 0.310 2.750 0.135 1.461 1.467 2.850 0.5146
M3 0.175 1.289 0.121 1.100 1.106 2.850 0.3882
M2 0.054 0.190 0.054 0.190 0.197 2.850 0.0691
M1 0.000 0.000 0.000 0.000 0.000 0.000
N5 0.385 4.253 0.114 1.504 1.508 2.850 0.5291
N4 0.271 2.750 0.113 1.461 1.465 2.850 0.5140
N3 0.157 1.289 0.106 1.100 1.105 2.850 0.3877
N2 0.051 0.190 0.051 0.190 0.196 2.850 0.0689
N1 0.000 0.000 0.000 0.000 0.000 0.000
O5 0.416 4.253 0.124 1.504 1.509 2.850 0.5293
O4 0.292 2.750 0.126 1.461 1.466 2.850 0.5144
O3 0.166 1.289 0.115 1.100 1.106 2.850 0.3880
O2 0.051 0.190 0.051 0.190 0.196 2.850 0.0689
O1 0.000 0.000 0.000 0.000 0.000 0.000
P5 0.501 4.253 0.153 1.504 1.511 2.850 0.5303
P4 0.348 2.750 0.157 1.461 1.469 2.850 0.5154
P3 0.191 1.289 0.138 1.100 1.108 2.850 0.3889
P2 0.053 0.190 0.053 0.190 0.197 2.850 0.0691
P1 0.000 0.000 0.000 0.000 0.000 0.000
Q5 0.567 4.220 0.183 1.493 1.504 2.850 0.5276
Q4 0.384 2.728 0.176 1.449 1.459 2.850 0.5121
Q3 0.208 1.279 0.151 1.089 1.100 2.850 0.3858
Q2 0.058 0.190 0.058 0.190 0.198 2.850 0.0695
Q1 0.000 0.000 0.000 0.000 0.000 0.000
R5 0.450 4.220 0.140 1.493 1.499 2.850 0.5260
R4 0.310 2.728 0.135 1.449 1.455 2.850 0.5105
R3 0.175 1.279 0.121 1.089 1.096 2.850 0.3845
R2 0.054 0.190 0.054 0.190 0.197 2.850 0.0691
R1 0.000 0.000 0.000 0.000 0.000 0.000
S5 0.385 4.220 0.114 1.493 1.497 2.850 0.5252
S4 0.271 2.728 0.113 1.449 1.453 2.850 0.5099
S3 0.157 1.279 0.106 1.089 1.094 2.850 0.3840
S2 0.051 0.190 0.051 0.190 0.196 2.850 0.0689
S1 0.000 0.000 0.000 0.000 0.000 0.000
T5 0.416 4.220 0.124 1.493 1.498 2.850 0.5255
T4 0.292 2.728 0.126 1.449 1.454 2.850 0.5102
T3 0.166 1.279 0.115 1.089 1.095 2.850 0.3843
T2 0.051 0.190 0.051 0.190 0.196 2.850 0.0689
T1 0.000 0.000 0.000 0.000 0.000 0.000
U5 0.501 4.220 0.153 1.493 1.500 2.850 0.5264
U4 0.348 2.728 0.157 1.449 1.457 2.850 0.5113
U3 0.191 1.279 0.138 1.089 1.098 2.850 0.3852
U2 0.053 0.190 0.053 0.190 0.197 2.850 0.0691
U1 0.000 0.000 0.000 0.000 0.000 0.000
V5 0.567 4.191 0.183 1.483 1.494 2.850 0.5243
V4 0.384 2.708 0.176 1.438 1.449 2.850 0.5084
V3 0.208 1.270 0.151 1.080 1.090 2.850 0.3825
V2 0.058 0.190 0.058 0.190 0.199 2.850 0.0697
V1 0.000 0.000 0.000 0.000 0.000 0.000
W5 0.450 4.191 0.140 1.483 1.490 2.850 0.5226
W4 0.310 2.708 0.135 1.438 1.444 2.850 0.5068
W3 0.175 1.270 0.121 1.080 1.086 2.850 0.3812
W2 0.054 0.190 0.054 0.190 0.197 2.850 0.0693
W1 0.000 0.000 0.000 0.000 0.000 0.000
X5 0.385 4.191 0.114 1.483 1.487 2.850 0.5219
X4 0.271 2.708 0.113 1.438 1.443 2.850 0.5062
X3 0.157 1.270 0.106 1.080 1.085 2.850 0.3807
X2 0.051 0.190 0.051 0.190 0.197 2.850 0.0690
X1 0.000 0.000 0.000 0.000 0.000 0.000
Y5 0.416 4.191 0.124 1.483 1.488 2.850 0.5221
Y4 0.292 2.708 0.126 1.438 1.444 2.850 0.5065
Y3 0.166 1.270 0.115 1.080 1.086 2.850 0.3810
Y2 0.051 0.190 0.051 0.190 0.197 2.850 0.0691
Y1 0.000 0.000 0.000 0.000 0.000 0.000
Z5 0.501 4.191 0.153 1.483 1.491 2.850 0.5231
Z4 0.348 2.708 0.157 1.438 1.447 2.850 0.5076
Z3 0.191 1.270 0.138 1.080 1.088 2.850 0.3819
Z2 0.053 0.190 0.053 0.190 0.197 2.850 0.0692
Z1 0.000 0.000 0.000 0.000 0.000 0.000
ZA5 0.555 4.172 0.178 1.477 1.488 2.850 0.5219
ZA4 0.376 2.696 0.172 1.432 1.442 2.850 0.5059
ZA3 0.205 1.264 0.148 1.074 1.084 2.850 0.3803
ZA2 0.057 0.190 0.057 0.190 0.199 2.850 0.0697
ZA1 0.000 0.000 0.000 0.000 0.000 0.000
ZB5 0.516 4.172 0.164 1.477 1.486 2.850 0.5214
ZB4 0.351 2.696 0.158 1.432 1.440 2.850 0.5053
ZB3 0.193 1.264 0.138 1.074 1.082 2.850 0.3798
ZB2 0.056 0.190 0.056 0.190 0.198 2.850 0.0696
ZB1 0.000 0.000 0.000 0.000 0.000 0.000
ZC5 0.450 4.172 0.140 1.477 1.483 2.850 0.5205
ZC4 0.310 2.696 0.135 1.432 1.438 2.850 0.5045
ZC3 0.175 1.264 0.121 1.074 1.081 2.850 0.3791
ZC2 0.054 0.190 0.054 0.190 0.198 2.850 0.0694
ZC1 0.000 0.000 0.000 0.000 0.000 0.000
ZD5 0.385 4.172 0.114 1.477 1.481 2.850 0.5197
ZD4 0.271 2.696 0.113 1.432 1.436 2.850 0.5038
ZD3 0.157 1.264 0.106 1.074 1.079 2.850 0.3786
ZD2 0.051 0.190 0.051 0.190 0.197 2.850 0.0692
ZD1 0.000 0.000 0.000 0.000 0.000 0.000
ZE5 0.416 4.172 0.124 1.477 1.482 2.850 0.5200
ZE4 0.292 2.696 0.126 1.432 1.437 2.850 0.5042
ZE3 0.166 1.264 0.115 1.074 1.080 2.850 0.3789
ZE2 0.051 0.190 0.051 0.190 0.197 2.850 0.0692
ZE1 0.000 0.000 0.000 0.000 0.000 0.000
ZF5 0.501 4.172 0.152 1.489 1.497 2.850 0.5253
ZF4 0.348 2.683 0.158 1.419 1.428 2.850 0.5010
ZF3 0.191 1.264 0.138 1.074 1.082 2.850 0.3798
ZF2 0.053 0.190 0.053 0.190 0.198 2.850 0.0694
ZF1 0.000 0.000 0.000 0.000 0.000 0.000
piso IF x IF y
4 0.540 0.530
3 0.710 0.510
2 0.840 0.380
1 0.480 0.070
0.540 0.530
índice de flexibilidad para
el edificio es 0.54
luego la
vulnerabilidad
es OK
6.9 calculo del índice de sobreesfuerzo de la estructura.
CALCULO DE LOS INDICES DE SOBREESFUERZOS
COLUMNAS
el índice de sobreesfuerzo es la relación entre el momento
actuante y el momento mayor resistente en la Columna
afectados por los coeficientes Øc Y Øe
tabla A.10.4.1
Øc = 1.0000
Øe= 1.0000
F'c=210 kg/cm2
Fy=4200 kg/cm2
Este índice debe ser menor a 1.00
PORTICO 1
NIVEL COLUMN. DIMENS. ACERO CARGA MOM.ACTX MOM.ACTY INDICE
A*B cm CARA X Pu Mux Muy SOBREESF.
cm2 tn tn-m tn-m
4 503 60 16#8+4#6 22.170 18.450 1.440 0.320
523 60 16#8+4#6 27.920 32.400 0.920 0.530
543 60 16#8+4#6 27.930 32.450 0.920 0.530
363 60 16#8+4#6 22.050 18.390 0.730 0.320
3 502 60 16#8+4#6 42.330 8.900 1.400 0.160
522 60 16#8+4#6 52.230 12.130 1.730 0.210
542 60 16#8+4#6 52.250 12.140 1.740 0.210
562 60 16#8+4#6 42.130 8.900 1.400 0.160
2 501 60 10#8 62.500 10.670 2.080 0.200
521 60 10#8 79.400 15.500 2.640 0.280
541 60 10#8 79.500 15.510 2.640 0.280
561 60 10#8 62.370 10.660 2.070 0.200
1 500 60 10#8 86.870 6.540 2.880 0.150
520 60 10#8 115.200 10.030 3.830 0.220
540 60 10#8 115.370 10.060 3.830 0.220
560 60 10#8 85.980 6.820 2.850 0.150
PORTICO 2
NIVEL COLUMN. DIMENS. ACERO CARGA MOM.ACTX MOM.ACTY INDICE
A*B cm CARA X Pu Mux Muy SOBREESF.
cm2 tn tn-m tn-m
4 487 40*40 8-#8 3.030 2.160 0.750 0.120
507 50*50 14#8 9.640 22.580 0.290 0.470
527 50*50 14#8 17.980 5.960 2.770 0.170
547 50*50 14#8 17.980 5.970 2.760 0.170
567 50*50 14#8 9.580 22.560 0.290 0.470
591 40*40 8-#8 3.050 2.100 0.730 0.180
3 486 40*40 8-#8 6.970 0.560 0.290 0.120
506 50*50 14#8 18.800 11.080 0.570 0.240
526 50*50 14#8 45.500 5.010 2.480 0.140
546 50*50 14#8 45.600 5.000 2.430 0.140
566 50*50 14#8 20.300 11.980 0.610 0.250
590 40*40 8-#8 6.770 0.520 0.270 0.120
2 485 40*40 8-#8 13.130 1.080 0.350 0.050
505 50*50 20#8+4#6 29.140 12.650 0.880 0.160
525 50*50 20#8+4#6 17.900 5.960 2.770 0.110
545 50*50 20#8+4#6 17.900 5.970 2.760 0.110
565 50*50 20#8+4#6 9.580 22.500 0.290 0.160
589 40*40 8-#8 3.050 2.100 0.730 0.050
1 484 40*40 8-#8 6.920 0.560 0.290 0.030
504 50*50 20#8+4#6 18.800 11.080 0.570 0.150
524 50*50 20#8+4#6 45.500 5.010 2.480 0.090
544 50*50 20#8+4#6 45.600 5.000 2.430 0.090
564 50*50 20#8+4#6 20.300 11.980 0.610 0.150
588 40*40 8-#8 12.400 1.430 0.390 0.030
PORTICO 3
NIVEL COLUMN. DIMENS. ACERO CARGA MOM.ACTX MOM.ACTY INDICE
A*B cm CARA X Pu Mux Muy SOBREESF.
cm2 tn tn-m tn-m
4 491 40*40 8-#8 3.820 3.760 0.350 0.160
511 50*50 14#8 10.200 13.200 0.310 0.210
44 50*50 14#8 15.300 4.870 2.760 0.140
49 50*50 14#8 15.390 4.870 2.760 0.140
571 50*50 14#8 10.200 13.200 0.310 0.210
595 40*40 8-#8 3.960 3.730 0.510 0.160
3 490 40*40 8-#8 11.190 0.990 0.300 0.050
510 50*50 14#8 18.110 10.190 0.550 0.210
45 50*50 14#8 44.050 4.090 2.460 0.120
50 50*50 14#8 43.970 4.110 2.430 0.120
570 50*50 14#8 20.040 10.450 0.610 0.210
394 40*40 8-#8 8.910 1.000 0.240 0.050
2 489 40*40 8-#8 14.600 1.630 0.390 0.080
509 50*50 20#8+4#6 28.090 11.400 0.850 0.150
46 50*50 20#8+4#6 68.800 5.340 2.080 0.090
51 50*50 20#8+4#6 68.710 5.340 2.070 0.090
549 50*50 20#8+4#6 30.200 12.020 0.910 0.150
593 40*40 8-#8 14.060 1.960 0.380 0.080
1 488 40*40 8-#8 14.600 1.600 0.400 0.080
508 50*50 20#8+4#6 35.200 9.010 1.070 0.120
48 50*50 20#8+4#6 85.200 1.920 2.580 0.060
52 50*50 20#8+4#6 85.200 1.910 2.570 0.060
568 50*50 20#8+4#6 37.280 4.180 1.130 0.120
592 40*40 8-#8 13.810 1.290 0.380 0.080
PORTICO 4
NIVEL COLUMN. DIMENS. ACERO CARGA MOM.ACTX MOM.ACTY INDICE
A*B cm CARA X Pu Mux Muy SOBREESF.
cm2 tn tn-m tn-m
4 495 40*40 8-#8 17.600 0.220 0.910 0.040
515 50*50 14#8 39.900 0.350 1.200 0.030
535 50*50 14#8 45.200 0.170 1.360 0.150
555 50*50 14#8 45.200 0.170 1.360 0.150
575 50*50 14#8 39.900 0.350 1.200 0.030
599 40*40 8-#8 17.500 0.150 0.930 0.040
3 494 40*40 8-#8 35.600 0.140 0.970 0.040
514 50*50 14#8 39.900 0.350 1.200 0.030
534 50*50 14#8 45.200 0.170 1.360 0.150
554 50*50 14#8 45.200 0.170 1.366 0.150
574 50*50 14#8 39.900 0.350 1.200 0.030
598 40*40 8-#8 17.300 0.150 0.930 0.040
2 493 40*40 8-#8 35.600 0.140 0.970 0.040
513 50*50 20#8+4#6 73.400 0.260 2.220 0.030
533 50*50 20#8+4#6 89.840 0.160 2.710 0.040
553 50*50 20#8+4#6 89.840 0.170 2.710 0.040
573 50*50 20#8+4#6 75.360 0.180 2.270 0.030
597 40*40 8-#8 35.600 0.040 0.970 0.041
1 492 40*40 8-#8 72.300 0.080 1.970 0.040
512 50*50 20#8+4#6 145.150 0.170 4.380 0.030
532 50*50 20#8+4#6 179.900 0.060 5.440 0.040
552 50*50 20#8+4#6 179.900 0.040 5.440 0.090
572 50*50 20#8+4#6 147.190 0.110 4.450 0.070
596 40*40 8-#8 72.210 0.080 1.970 0.080
PORTICO 5
NIVEL COLUMN. DIMENS. ACERO CARGA MOM.ACTX MOM.ACTY INDICE
A*B cm CARA X Pu Mux Muy SOBREESF.
cm2 tn tn-m tn-m
4 499 40*40 8-#8 3.740 3.650 0.210 0.150
519 50*50 14#8 10.300 7.220 0.310 0.150
539 50*50 14#8 24.200 23.900 0.730 0.480
559 50*50 14#8 24.230 23.900 0.730 0.480
579 50*50 14#8 10.690 7.250 0.320 0.150
603 40*40 8-#8 3.550 3.650 0.260 0.150
3 498 40*40 8-#8 8.850 1.050 0.240 0.080
518 50*50 14#8 18.800 4.650 0.570 0.140
538 50*50 14#8 48.500 12.900 1.470 0.270
558 50*50 14#8 48.500 12.900 1.470 0.270
578 50*50 14#8 20.670 6.290 0.625 0.140
602 40*40 8-#8 8.710 1.070 0.240 0.080
2 497 40*40 8-#8 14.500 1.760 0.400 0.080
517 50*50 14#8 29.210 4.690 0.880 0.060
537 50*50 14#8 73.400 3.790 2.220 0.110
557 50*50 14#8 73.400 3.790 2.220 0.110
577 50*50 14#8 31.100 2.180 0.940 0.060
601 40*40 8-#8 14.500 1.760 0.390 0.080
1 496 40*40 8-#8 23.140 0.550 0.630 0.040
516 50*50 14#8 444.000 0.480 1.330 0.030
536 50*50 14#8 117.600 0.540 3.550 0.080
556 50*50 14#8 117.600 0.540 3.550 0.080
576 50*50 14#8 47.070 0.190 1.420 0.030
600 40*40 8-#8 23.300 0.540 0.630 0.040
CALCULO DE LOS INDICES DE SOBREESFUERZOS
VIGAS
el indice de sobreesfuerzo es la relacion entre el momento
mayor resitente y el momento actuante en la viga,
afectados por los coeficientes Øc Y Øe
tabla A.10.4.1
Øc = 1.0000
Øe= 1.0000
F'c=210 kg/cm2
Fy=4200 kg/cm2
Este indice debe ser mayor a 1.00
PORTICO A'
NIVEL VIGAS DIMENSIONES ACERO MOM.RESIST MOM.ACTY INDICE
ANCHO ALTO As Mnx*Øc*Øe Mux SOBREESF.
CM cm2 tn-m tn-m
4 382 30.00 45.00 6.00 10.32 4.93 2.09
420 30.00 45.00 6.00 10.32 6.76 1.53
375 30.00 45.00 11.70 18.27 10.80 1.69
374 30.00 45.00 11.70 18.27 10.65 1.72
3 419 30.00 45.00 8.00 13.32 8.09 1.65
414 30.00 45.00 8.00 13.32 8.26 1.61
342 30.00 45.00 12.00 18.63 11.03 1.69
341 30.00 45.00 12.00 18.63 11.35 1.64
2 416 30.00 45.00 8.00 13.32 5.78 2.30
412 30.00 45.00 8.00 13.32 7.30 1.82
309 30.00 45.00 12.00 18.63 10.84 1.72
308 30.00 45.00 12.00 18.63 10.47 1.78
1 397 30.00 45.00 8.00 13.32 6.10 2.18
396 30.00 45.00 8.00 13.32 3.71 3.59
410 30.00 45.00 12.00 18.63 5.24 3.56
273 30.00 45.00 12.00 18.63 10.64 1.75
272 30.00 45.00 12.00 18.63 11.10 1.68
271 30.00 45.00 9.70 15.69 9.56 1.64
PORTICO A
4 426 30.00 45.00 9.70 15.69 15.30 1.03
346 30.00 45.00 9.70 15.69 11.20 1.40
343 30.00 45.00 30.00 31.46 24.70 1.27
378 30.00 45.00 30.00 31.46 21.60 1.46
377 30.00 45.00 30.00 31.46 21.50 1.46
3 27 30.00 45.00 21.00 27.32 23.80 1.15
26 30.00 45.00 21.00 27.32 11.20 2.44
25 30.00 45.00 21.00 27.32 24.60 1.11
345 30.00 45.00 17.00 24.02 21.40 1.12
344 30.00 45.00 17.00 24.02 21.20 1.13
2 9 30.00 45.00 21.00 27.32 23.69 1.15
4 30.00 45.00 21.00 27.32 11.06 2.47
3 30.00 45.00 21.00 27.32 24.45 1.12
312 30.00 45.00 17.00 24.02 21.30 1.13
311 30.00 45.00 17.00 24.02 20.80 1.15
1 451 30.00 45.00 21.00 27.32 23.25 1.17
471 30.00 45.00 21.00 27.32 11.40 2.40
470 30.00 45.00 21.00 27.32 24.50 1.11
276 30.00 45.00 30.00 31.46 21.40 1.47
275 30.00 45.00 23.00 28.63 21.40 1.34
274 30.00 45.00 23.00 28.63 19.01 1.51
PORTICO B
4 427 30.00 45.00 17.70 24.66 15.00 1.64
352 30.00 45.00 17.70 24.66 15.00 1.64
75 30.00 45.00 35.00 31.81 27.30 1.17
381 30.00 45.00 35.00 31.81 27.80 1.14
380 30.00 45.00 17.70 24.66 15.00 1.64
3 29 30.00 45.00 30.00 31.46 24.50 1.28
228 30.00 45.00 30.00 31.46 25.50 1.23
69 30.00 45.00 35.00 31.81 28.60 1.11
348 30.00 45.00 27.00 30.58 27.13 1.13
347 30.00 45.00 27.00 30.58 26.70 1.15
14 30.00 45.00 17.00 24.02 0.49 49.01
2 11 30.00 45.00 30.00 31.46 25.45 1.24
10 30.00 45.00 30.00 31.46 28.50 1.10
66 30.00 45.00 35.00 31.81 28.30 1.12
315 30.00 45.00 27.00 30.58 26.60 1.15
314 30.00 45.00 27.00 30.58 26.90 1.14
6 30.00 45.00 17.00 24.02 0.49 49.01
1 473 30.00 45.00 30.00 31.46 25.50 1.23
400 30.00 45.00 30.00 31.46 28.20 1.12
63 30.00 45.00 35.00 31.81 28.09 1.13
279 30.00 45.00 27.00 30.58 27.09 1.13
278 30.00 45.00 27.00 30.58 27.60 1.11
277 30.00 45.00 17.00 24.02 22.40 1.07
PORTICO B'
4 300 30.00 45.00 25.00 29.72 28.50 1.04
3 259 30.00 45.00 25.00 29.72 26.50 1.12
2 149 30.00 45.00 25.00 29.72 26.80 1.11
1 139 30.00 45.00 25.00 29.72 27.13 1.10
PORTICO C
4 427 30.00 45.00 17.70 24.66 15.00 1.64
352 30.00 45.00 17.70 24.66 15.00 1.64
75 30.00 45.00 35.00 31.81 27.30 1.17
381 30.00 45.00 35.00 31.81 27.80 1.14
380 30.00 45.00 17.70 24.66 15.00 1.64
3 29 30.00 45.00 30.00 31.46 24.50 1.28
228 30.00 45.00 30.00 31.46 25.50 1.23
69 30.00 45.00 35.00 31.81 28.60 1.11
348 30.00 45.00 27.00 30.58 27.13 1.13
347 30.00 45.00 27.00 30.58 26.70 1.15
14 30.00 45.00 17.00 24.02 0.49 49.01
2 11 30.00 45.00 30.00 31.46 25.45 1.24
10 30.00 45.00 30.00 31.46 28.50 1.10
66 30.00 45.00 35.00 31.81 28.30 1.12
315 30.00 45.00 27.00 30.58 26.60 1.15
314 30.00 45.00 27.00 30.58 26.90 1.14
6 30.00 45.00 17.00 24.02 0.49 49.01
1 473 30.00 45.00 30.00 31.46 25.50 1.23
400 30.00 45.00 30.00 31.46 28.20 1.12
63 30.00 45.00 35.00 31.81 28.09 1.13
279 30.00 45.00 27.00 30.58 27.09 1.13
278 30.00 45.00 27.00 30.58 27.60 1.11
277 30.00 45.00 17.00 24.02 22.40 1.07
PORTICO C'
4 794 30.00 45.00 25.00 29.72 28.50 1.04
3 791 30.00 45.00 25.00 29.72 26.50 1.12
2 783 30.00 45.00 25.00 29.72 26.80 1.11
1 788 30.00 45.00 25.00 29.72 27.13 1.10
PORTICO D
4 426 30.00 45.00 9.70 15.69 15.30 1.03
346 30.00 45.00 9.70 15.69 11.20 1.40
343 30.00 45.00 30.00 31.46 24.70 1.27
378 30.00 45.00 30.00 31.46 21.60 1.46
377 30.00 45.00 30.00 31.46 21.50 1.46
3 27 30.00 45.00 21.00 27.32 23.80 1.15
26 30.00 45.00 21.00 27.32 11.20 2.44
25 30.00 45.00 21.00 27.32 24.60 1.11
345 30.00 45.00 17.00 24.02 21.40 1.12
344 30.00 45.00 17.00 24.02 21.20 1.13
2 9 30.00 45.00 21.00 27.32 23.69 1.15
4 30.00 45.00 21.00 27.32 11.06 2.47
3 30.00 45.00 21.00 27.32 24.45 1.12
312 30.00 45.00 17.00 24.02 21.30 1.13
311 30.00 45.00 17.00 24.02 20.80 1.15
1 451 30.00 45.00 21.00 27.32 23.25 1.17
471 30.00 45.00 21.00 27.32 11.40 2.40
470 30.00 45.00 21.00 27.32 24.50 1.11
276 30.00 45.00 30.00 31.46 21.40 1.47
275 30.00 45.00 23.00 28.63 21.40 1.34
274 30.00 45.00 23.00 28.63 19.01 1.51
PORTICO E
NIVEL VIGAS DIMENSIONES ACERO MOM.RESIST MOM.ACTY INDICE
ANCHO ALTO As Mnx*Øc*Øe Mux SOBREESF.
CM cm2 tn-m tn-m
4 382 30.00 45.00 6.00 10.32 4.93 2.09
420 30.00 45.00 6.00 10.32 6.76 1.53
375 30.00 45.00 11.70 18.27 10.80 1.69
374 30.00 45.00 11.70 18.27 10.65 1.72
3 419 30.00 45.00 8.00 13.32 8.09 1.65
414 30.00 45.00 8.00 13.32 8.26 1.61
342 30.00 45.00 12.00 18.63 11.03 1.69
341 30.00 45.00 12.00 18.63 11.35 1.64
2 416 30.00 45.00 8.00 13.32 5.78 2.30
412 30.00 45.00 8.00 13.32 7.30 1.82
309 30.00 45.00 12.00 18.63 10.84 1.72
308 30.00 45.00 12.00 18.63 10.47 1.78
1 397 30.00 45.00 8.00 13.32 6.10 2.18
396 30.00 45.00 8.00 13.32 3.71 3.59
410 30.00 45.00 12.00 18.63 5.24 3.56
273 30.00 45.00 12.00 18.63 10.64 1.75
272 30.00 45.00 12.00 18.63 11.10 1.68
271 30.00 45.00 9.70 15.69 9.56 1.64
PORTICO 1
4 313 30.00 45.00 8.00 13.32 2.17 6.14
70 30.00 45.00 8.00 13.32 1.35 9.87
71 30.00 45.00 10.00 16.09 1.28 12.57
72 30.00 45.00 10.00 16.09 1.33 12.10
316 30.00 45.00 8.00 13.32 2.50 5.33
3 307 30.00 45.00 8.00 13.32 2.80 4.76
249 30.00 45.00 8.00 13.32 1.40 9.51
250 30.00 45.00 10.00 16.09 1.30 12.37
251 30.00 45.00 10.00 16.09 1.40 11.49
310 30.00 45.00 8.00 13.32 3.11 4.28
2 296 30.00 45.00 8.00 13.32 2.50 5.33
252 30.00 45.00 8.00 13.32 1.40 9.51
263 30.00 45.00 10.00 16.09 1.30 12.37
254 30.00 45.00 10.00 16.09 1.40 11.49
291 30.00 45.00 8.00 13.32 2.60 5.12
1 258 30.00 45.00 8.00 13.32 1.75 7.61
255 30.00 45.00 8.00 13.32 1.38 9.65
256 30.00 45.00 14.00 20.95 1.36 15.41
252 30.00 45.00 14.00 20.95 1.49 14.06
PORTICO 2
4 109 30.00 45.00 11.70 18.27 2.50 7.31
39 30.00 45.00 11.70 18.27 2.99 6.11
40 30.00 45.00 11.70 18.27 6.36 2.87
90 30.00 45.00 14.00 20.95 1.43 14.65
41 30.00 45.00 11.70 18.27 6.30 2.90
42 30.00 45.00 11.70 18.27 0.99 18.45
116 30.00 45.00 11.70 18.27 2.52 7.25
3 110 30.00 45.00 11.70 18.27 3.01 6.07
21 30.00 45.00 11.70 18.27 0.47 38.86
22 30.00 45.00 11.70 18.27 6.99 2.61
93 30.00 45.00 14.00 20.95 2.02 10.37
23 30.00 45.00 11.70 18.27 6.97 2.62
24 30.00 45.00 11.70 18.27 0.47 38.86
115 30.00 45.00 11.70 18.27 3.03 6.03
2 111 30.00 45.00 11.70 18.27 2.60 7.03
35 30.00 45.00 11.70 18.27 0.50 36.53
36 30.00 45.00 11.70 18.27 6.13 2.98
96 30.00 45.00 14.00 20.95 2.02 10.37
37 30.00 45.00 11.70 18.27 6.16 2.97
38 30.00 45.00 11.70 18.27 0.50 36.53
114 30.00 45.00 11.70 18.27 2.70 6.76
1 112 30.00 45.00 11.70 18.27 2.03 9.00
462 30.00 45.00 11.70 18.27 0.45 40.59
463 30.00 45.00 11.70 18.27 4.06 4.50
99 30.00 45.00 14.00 20.95 1.49 14.06
464 30.00 45.00 11.70 18.27 4.08 4.48
465 30.00 45.00 11.70 18.27 0.46 39.71
113 30.00 45.00 11.70 18.27 2.02 9.04
PORTICO 3
4 153 30.00 45.00 11.70 18.27 2.46 7.42
331 30.00 45.00 11.70 18.27 0.93 19.64
94 30.00 45.00 11.70 18.27 5.60 3.26
95 30.00 45.00 14.00 20.95 1.35 15.52
97 30.00 45.00 11.70 18.27 5.60 3.26
298 30.00 45.00 11.70 18.27 0.93 19.64
160 30.00 45.00 11.70 18.27 2.36 7.74
3 154 30.00 45.00 11.70 18.27 2.85 6.41
333 30.00 45.00 11.70 18.27 0.43 42.48
98 30.00 45.00 11.70 18.27 6.50 2.81
100 30.00 45.00 14.00 20.95 1.85 11.33
101 30.00 45.00 11.70 18.27 6.50 2.81
319 30.00 45.00 11.70 18.27 0.43 42.48
159 30.00 45.00 11.70 18.27 2.70 6.76
2 155 30.00 45.00 11.70 18.27 2.60 7.03
335 30.00 45.00 11.70 18.27 0.53 34.46
102 30.00 45.00 11.70 18.27 5.66 3.23
103 30.00 45.00 14.00 20.95 1.72 12.18
104 30.00 45.00 11.70 18.27 6.51 2.81
330 30.00 45.00 11.70 18.27 0.52 35.13
158 30.00 45.00 11.70 18.27 2.52 7.25
1 156 30.00 45.00 11.70 18.27 1.93 9.46
264 30.00 45.00 11.70 18.27 0.47 38.86
105 30.00 45.00 11.70 18.27 3.88 4.71
106 30.00 45.00 14.00 20.95 1.44 14.55
109 30.00 45.00 11.70 18.27 3.88 4.71
469 30.00 45.00 11.70 18.27 0.47 38.86
157 30.00 45.00 11.70 18.27 1.93 9.46
PORTICO 4
4 197 30.00 45.00 11.70 18.27 2.71 6.74
177 30.00 45.00 12.00 18.63 1.87 9.96
178 30.00 45.00 12.00 18.63 1.75 10.65
179 30.00 45.00 12.00 18.63 2.89 6.45
204 30.00 45.00 11.70 18.27 1.72 10.62
3 198 30.00 45.00 11.70 18.27 2.22 8.23
180 30.00 45.00 12.00 18.63 2.14 8.71
181 30.00 45.00 12.00 18.63 2.17 8.59
182 30.00 45.00 12.00 18.63 2.15 8.67
203 30.00 45.00 11.70 18.27 2.24 8.15
2 199 30.00 45.00 11.70 18.27 2.02 9.04
183 30.00 45.00 12.00 18.63 2.14 8.71
184 30.00 45.00 12.00 18.63 2.04 9.13
185 30.00 45.00 12.00 18.63 2.15 8.67
202 30.00 45.00 11.70 18.27 2.03 9.00
1 200 30.00 45.00 11.70 18.27 1.44 12.68
186 30.00 45.00 12.00 18.63 1.68 11.09
187 30.00 45.00 12.00 18.63 1.65 11.29
188 30.00 45.00 12.00 18.63 1.67 11.16
201 30.00 45.00 11.70 18.27 1.44 12.68
PORTICO 5
4 76 30.00 45.00 11.70 18.27 3.70 4.94
77 30.00 45.00 11.70 18.27 1.13 16.16
221 30.00 45.00 12.00 18.63 3.30 5.65
222 30.00 45.00 12.00 18.63 1.93 9.65
223 30.00 45.00 12.00 18.63 3.30 5.65
91 30.00 45.00 11.70 18.27 1.20 15.22
92 30.00 45.00 11.70 18.27 3.60 5.07
3 78 30.00 45.00 11.70 18.27 4.60 3.97
79 30.00 45.00 11.70 18.27 0.45 40.59
224 30.00 45.00 12.00 18.63 3.05 6.11
225 30.00 45.00 12.00 18.63 2.48 7.51
226 30.00 45.00 12.00 18.63 3.07 6.07
88 30.00 45.00 11.70 18.27 0.45 40.59
89 30.00 45.00 11.70 18.27 4.45 4.10
2 80 30.00 45.00 11.70 18.27 4.32 4.23
81 30.00 45.00 11.70 18.27 0.32 57.08
227 30.00 45.00 12.00 18.63 3.03 6.15
228 30.00 45.00 12.00 18.63 2.28 8.17
229 30.00 45.00 12.00 18.63 3.03 6.15
86 30.00 45.00 11.70 18.27 0.30 60.88
87 30.00 45.00 11.70 18.27 4.20 4.35
1 82 30.00 45.00 11.70 18.27 2.83 6.45
83 30.00 45.00 11.70 18.27 0.23 79.41
230 30.00 45.00 12.00 18.63 2.15 8.67
231 30.00 45.00 12.00 18.63 1.73 10.77
232 30.00 45.00 12.00 18.63 2.13 8.75
84 30.00 45.00 11.70 18.27 0.23 79.41
85 30.00 45.00 11.70 18.27 2.79 6.55
6.10 ANALISIS NO LINEAL (PUSHOVER)
Para este análisis se tienen los siguientes parámetros:
Carga muerta con un factor de 1.1
Cargas vivas con un factor de 0.25
Modelo de cargas horizontales lineales.
ANALISIS PUSHVOER CON EL REFORZAMIENTO EN SENTIDOXX
Imagen en #d en donde se parecían las articulaciones plásticas inducidas en los elementos
0.05 de la longitud y 0.95 de la longitud de cada elemento.
6.11 Grafica de desempeño
Norma de desempeño AT-40
El punto de desempeño es:
Cortante: 1461.64 tn
Desplazamiento máximo de 5 cm en la parte plástica
6.12 ANALISIS BAJO REQUISITOS ESPECIALES PARA CONSTRUCCIONES
INDISPENSABLES DEL GRUPO III CAPITULO A.12
En este capítulo se realiza el análisis de la estructura con las mejoras del reforzamiento en el umbral
de daño, como lo exige la norma en el capitulo A.12.
Los movimientos sísmicos del umbral de daño se definen para una probabilidad del ochenta por ciento
de ser excedidos en un lapso de 50 años, en función de la aceleración pico efectiva al nivel del umbral
de daño, representada en el parámetro Ad.
El valor de este coeficiente se determina en el apéndice A-4 de la norma NSR-10.
En este capítulo se presentan los análisis requeridos en el diseño y construcción sismo resistente de
acuerdo a la NSR10 para una edificación destinada a un colegio, y que es esencial para la recuperación
de la comunidad con posteridad a la ocurrencia de un sismo, con el fin de garantizar que pueda
funcionar con posteridad al evento.
Se presentan a continuación los resultados y los cálculos de derivas que deben ser menos a el 0.40%
de la altura de piso a piso. O sea la deriva máxima debe ser menos a 0.40%hpi.
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