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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

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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:

LICENCIA DE DEMOLICIÓN AÑO 1989.

PROYECTO ARQUITECTÓNICO APROBADO AÑO 1989/90.

PROYECTO ESTRUCTURAL APROBADO AÑO 1989/90.

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.

2.1.4.1 LICENCIA DE REFORMA CONSTRUCCIÓN DE 2010.

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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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA

U1 U2 U3 R1 R2 R3

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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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CENTER OF MASS

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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CENTER OF MASS

GLOBAL U1 U2 U3

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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

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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

GLOBAL U1 U2 U3 R1 R2 R3

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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

GLOBAL U1 U2 U3 R1 R2 R3

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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 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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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 BODY80 ================== 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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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

U1 U2 U3 R1 R2 R3

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CENTER OF MASS

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

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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CONS BODY83 ================== 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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CONS BODY84 ================== 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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CONS BODY88 ================== 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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CONS BODY89 ================== 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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CONS BODY90 ================== 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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CONS BODY91 ================== 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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CONS BODY92 ================== 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

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 224.409500 224.409500 224.409500

CONS BODY93 ================== 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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Y 86.614170 86.614170 86.614170

Z 224.409500 224.409500 224.409500

CONS BODY94 ================== 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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Y 86.614170 86.614170 86.614170

Z 224.409500 224.409500 224.409500

CONS BODY95 ================== 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

0.018133 0.018133 0.018133 .000000 .000000 .000000

CENTER OF MASS

GLOBAL U1 U2 U3

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Z 224.409500 224.409500 224.409500

CONS BODY96 ================== 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

0.012119 0.012119 0.012119 .000000 .000000 .000000

CENTER OF MASS

GLOBAL U1 U2 U3

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Z 224.409500 224.409500 224.409500

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

0.003793 0.003793 0.003793 .000000 .000000 .000000

CENTER OF MASS

GLOBAL U1 U2 U3

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Y 1324.803 1324.803 1324.803

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

0.003793 0.003793 0.003793 .000000 .000000 .000000

CENTER OF MASS

GLOBAL U1 U2 U3

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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

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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA

U1 U2 U3 R1 R2 R3

0.014617 0.014617 0.014617 .000000 .000000 .000000

CENTER OF MASS

GLOBAL U1 U2 U3

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Y 765.748000 765.748000 765.748000

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CONS DIAPH1 ================== TYPE = DIAPH, NORMAL DIRECTION = U3

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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CONS DIAPH2 ================== TYPE = DIAPH, NORMAL DIRECTION = U3

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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CONS DIAPH3 ================== TYPE = DIAPH, NORMAL DIRECTION = U3

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 DIAPH4 ================== TYPE = DIAPH, NORMAL DIRECTION = U3

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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CONS BODY100 ================== 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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CONS BODY102 ================== 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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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

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

0.003793 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.

Modelo en 3D en donde se pueden apreciar las rotulas plásticas definidas en vigas y columnas.

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 4 nivel 9 rotulas con falla.

Pórtico 4 paso 12 rotulas fallando.

Pórtico 5 paso 6 presenta rotulas plásticas sin mayor peligro.

Pórtico 5 paso 7. Presenta routulas fallando.

Pórtico 5 paso 9 Presenta fallas.

Pórtico 5 paso 12 portico fallando en varios pisos.

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 A paso 5 ya presenta fallas

Pórtico B paso 1 No se presentan fallas

Portico B paso 7 ya se forman rotulas que fallan

Pórtico C paso 8. Rotulas sin mayor problema.

Pórtico D paso 2. presenta formación de rotulas

Pórtico D paso 4. Presenta rotulas con fallas

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.

planta de elementos vigas y columnas con deficiencias

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.

5.1 Plantas de cimentación propuesta

5.2 planta de piso sotano propuesta.

5.3 planta de piso 2 propuesta

5.4 planta de piso 3 propuesta

5.5 planta de piso 4 propues

ta.

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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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA

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CENTER OF MASS

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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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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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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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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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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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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA

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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA

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CENTER OF MASS

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GLOBAL U1 U2 U3 R1 R2 R3

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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA

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CENTER OF MASS

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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA

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GLOBAL U1 U2 U3 R1 R2 R3

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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 BODY82 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3

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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA

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CENTER OF MASS

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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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CENTER OF MASS

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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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CONS BODY89 ================== TYPE = BODY, DOF = +U1 +U2 +U3 +R1 +R2 +R3

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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

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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA

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CENTER OF MASS

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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

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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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TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA

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Y 86.614170 86.614170 86.614170

Z 224.409500 224.409500 224.409500

CONS BODY96 ================== 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 224.409500 224.409500 224.409500

CONS BODY97 ================== 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

0.011811 0.011811 0.011811 .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 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

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

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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

ZF4 0.018285 0.018285 0.018285 .000000 .000000 .000000

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.

Pórtico 1 paso 4 no se presentan rotulas plasticas

Pórtico 1 paso 5

Pórtico 2 paso 5

Pórtico 2 paso 6

Pórtico 3 paso 3

Pórtico 3 paso 5

Pórtico 4 paso 5

Pórtico 5 paso 1

Pórtico 5 paso 5

ANALISIS PUSHOVER EN EL SENTIDO YY

Pórtico A paso 11

Portico B paso 6

Pórtico B paso 11

Pórtico C paso 11

Pórtico D paso 11

Pórtico E paso 6

Pórtico E paso 11

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.

7 DISENOS DE ELEMENTOS ESTRUCTURALES

8 DISENOS DE ZAPATAS