Memoria de c%E1lculo Estructural(1)

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MEMORIA DE CÁLCULO ESTRUCTURAL

CIUDADELA EDUCATIVA JUANA CAICEDO Y

CUERO

CALI - COLOMBIA

MARZO-2011

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TABLA DE CONTENIDO

1. DESCRIPCIÓN

2. EVALUACION DE CARGAS

3. ESQUEMAS GENERALES

4. DATOS DE ENTRADA

5. DATOS DE SALIDA

5.1 PARTICIPACION MODAL

5.2 ANALISIS DE DERIVAS

6. SOLICITACIONES Y DISEÑO DE COLUMNAS

7. SOLICITACIONES Y DISEÑO DE VIGAS

8. SOLICITACION Y DISEÑO DE RIOSTRAS

9. DISEÑO DE CORREAS DE CUBIERTA 10. DISEÑO DE CIMENTACION

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1. DESCRIPCIÓN DEL PROYECTO

El proyecto contempla el diseño sismo resistente de la estructura del edificio

correspondiente a la aulas de la institución educativa Juana Caicedo y cuero,

cumpliendo con los criterios de resistencia, rigidez y ductilidad exigidos en las

NSR-10

La edificación esta constituida por una estructura de 3 niveles conformada por

pórticos metálicos arriostrados concéntricamente en cada uno de sus dos sentidos

principales.

Las losas de entrepiso estan conformadas por perfiles metálicos tipo alma llena los

cuales trabajaran en sección compuesta con una losa en lamina colaborante tipo

Corpalosa.

La estructura de cubierta estará conformada por vigas de carga en perfiles de alma

llena, los cuales soportan correas en perfiles tipo perlin para dar soporte a la teja de

cubierta.

2. PARÁMETROS SÍSMICOS

2.1. ZONA DE AMENAZA SÍSMICA- NSR-10 A.2.3

El proyecto se encuentra ubicado en la ciudad de Tulúa, para la cual según la

tabla A.2-1, se encuentra en la región Nº 6, con un Aa de 0.25, siendo

considerada una zona de amenaza sísmica alta.

2.2. EFECTOS LOCALES – NSR-10 A.2.4

De acuerdo al estudio de suelos elaborado por la firma CARLOS H PARRA Y

ASOC, el suelo de acuerdo a la clasificación hecha en el titulo A de la norma es

tipo “D”, con un coeficiente de sitio de Fa=1.3 y Fv=1.9.

2.3. COEFICIENTE DE IMPORTANCIA – NSR-10 A.2.5

El proyecto se encuentra enmarcado dentro de las definiciones del grupo de uso

III (A.2.5.1.4), denominadas estructuras de ocupación normal, y según la tabla

A.2-4 el Coeficiente de Importancia I es igual a 1.25.

2.4. ESPECTRO DE DISEÑO – NSR-10 A.2.6

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2.5. FACTOR DE MODIFICACIÓN DE RESPUESTA “R” – NSR-10 A.3.3.

Para este caso según la tabla A.3.3, el sistema estructural utilizado en los dos sentidos

ortogonales es el de pórticos arriostrados con capacidad especial de disipación de

energía (DES), y se tiene que el valor Ro para este sistema es Ro = 5.

2.6. CHEQUEO DE IRREGULARIDADES - NSR-10 A.3.3.3

Cuando una estructura se clasifique como irregular, el valor de coeficiente de disipación

de energía R que se utilice en el diseño sísmico de la edificación, debe reducirse

multiplicándolo por

φ

p

, debido a irregularidades en planta, y por

φ

a

debido a

irregularidades en altura, como indica la ecuación A.3-1 para este caso:

R = Ro x

φ

p

x

φ

a

En planta: φp

1P: IRREGULARIDAD TORSIONAL 1.00

2P: RETROCESOS EN LAS ESQUINAS 1.00

3P: IRREGULARIDAD DEL DIAFRAGMA 1.00

4P: DESPLAZAMIENTOS PLANOS DE ACCION 1.00

5P: SISTEMAS NO PARALELOS 1.00

En alzada: φa

1A: PISO FLEXIBLE 1.00

2A: DISTRIBUCION DE MASA 1.00

3A: GEOMETRICA 1.00

4A: DESPLAZAMIENTOS PLANOS DE ACCION 1.00

5A: PISO DEBIL 1.00

Teniendo en cuenta el sistema estructural planteado, los coeficientes de disipación de

energía son:

Sentido Transversal:

Ro = 5.0

R = Ro x

φ

p

x

φ

a

R = 5.0 x 1.0 x 1.0= 5.0

Sentido Longitudinal:

R = 5.0

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Ro = R x

φ

p

x

φ

a

Ro = 5.0 x 1.0 x 1.0 = 5.0

2.7. MÉTODO DE ANÁLISIS NSR - 10 - A.3.4

Por la configuración y el tipo de estructura en consideración el método que se debe

utilizar para este proyecto es el definido por el titulo A.3.4.2.2 como método del análisis

dinámico elástico.

Para el análisis estructural se ha empleado software tridimensional matricial; programa

ETABS v 9.5.

El programa utilizado calcula el peso propio de los elementos, las solicitaciones sobre

ellos para las diferentes combinaciones de carga propuestas y verifica los índices de

sobre-esfuerzo para cada uno de los elementos de acuerdo con la Norma LRFD-99

(Equivalente a la Norma NSR-10).

2.8. TIPO DE ANÁLISIS ESTRUCTURAL USADO

Para el proceso de análisis y posterior diseño de los elementos que conforman la

estructura principal del edificio se consideraron los siguientes casos:

1. Chequeo de la rigidez de la estructura, mediante la evaluación de las derivas,

para esta condición el edificio fue modelado en su totalidad y analizado bajo el

efecto de una fuerza sísmica producida para el espectro elástico de la Norma

NSR-98, garantizando que las reacciones a carga horizontal que se den a nivel

de cimentación sean de igual magnitud a la cortante basal calculada para la

estructura.

2. Evaluación de Resistencia, para esta condición el modelo fue considerado en su

totalidad, evaluando la estructura para las diferentes combinaciones de carga

establecidas en la NSR-98. considerando las acciones sísmicas de diseño,

calculadas a partir del espectro inelástico de diseño presentado en dicha norma.

2.9. DATOS DE ENTRADA

Como datos de entrada se tienen las coordenadas de los nudos que conforman la

estructura, la ubicación de los elementos respecto a dichos nudos, el tipo de elementos,

la resistencia de los materiales empleados, las cargas sobre la estructura, los

parámetros de diseño de la Norma y las combinaciones de carga requeridas.

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2.10. DATOS DE SALIDA

Como datos de salida se tienen las solicitaciones que arroja el análisis de la estructura

y los índices de sobre-esfuerzo de los elementos planteados.

3. ESPECIFICACIONES DE LOS MATERIALES

3.1. ESTRUCTURA EN CONCRETO

• Concreto cimentación y losas f’c= 21MPa

• Acero de refuerzo fy=420MPa

• Acero Malla Electro soldada fy=500MPa

• Acero Estructural ASTM A-572

• Perlines Metalicos Fy=50 Ksi

• Lamina ASTM A-36

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1.- ESPECIFICACIONES DE DISEÑO

* NORMA DE DISEÑO : NSR-10

* INFORMACION BÁSICA :

- Uso : INSTITUCIONAL

- Localizacion : Cali - Valle - Tipo de Entrepiso Lamina Colaborante - Capacidad Portante del Suelo qa 1.5 kg/cm² - Numero de Pisos : 3

- Altura Libre de Piso : 2. CARGAS. 2.1. ENTREPISOS AULAS(kg/m²) Carga Muerta : . Losa : 192 kg/m² . Acabados : 150 kg/m² . Divisiones : 200 kg/m² . Otros : 0 kg/m² DL : 542 kg/m² Carga Viva: LL : 200 kg/m² SALONES LL : 500 kg/m² CIRCULACIONES 2.2. ENTREPISOS BIBLIOTECA (kg/m²) Carga Muerta : . Losa : 192 kg/m² . Acabados : 150 kg/m² . Divisiones : 200 kg/m² . Otros : 0 kg/m² DL : 542 kg/m² Carga Viva: LL : 700 kg/m² Carga de Servicio: 1242 kg/m² Combinación Cargas Ultimas:

1,2*DL+1,6*LL 1770 kg/m² 2.3. CUBIERTA (kg/m²) Carga Muerta : . Teja : 10 kg/m² . Correas: 5 kg/m² . Otros : 10 kg/m² DL : 25 kg/m² Carga Viva: LL : 50 kg/m² Carga de Servicio: 75 kg/m² Combinación Cargas Ultimas:

1,2*DL+1,6*LL 110 kg/m² 2.4. ESCALERAS (kg/m²) Carga Muerta : . Escaleras : 200 kg/m² . Otros : 0 kg/m² DL : 200 kg/m² Carga Viva: LL : 300 kg/m² Carga de Servicio: 500 kg/m² Combinación Cargas Ultimas:

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ETABS v9.7.1 - File: MODELO4 ARRIOSTRADO Y COLUMNAS EN H - Marzo 9,2011 15:07 3-D View - Kgf-cm Units

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ETABS v9.7.1 - File: MODELO4 ARRIOSTRADO Y COLUMNAS EN H - Marzo 9,2011 15:08 Plan View - STORY1 - Elevation 440 - Kgf-cm Units

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ETABS v9.7.1 - File: MODELO4 ARRIOSTRADO Y COLUMNAS EN H - Marzo 9,2011 15:08 Elevation View - D - Kgf-cm Units

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DATOS DE ENTRADA

ETABS v9.7.1 File:MODELO4 ARRIOSTRADO Y COLUMNAS EN H Units:Kgf-cm Marzo 9, 2011 11:36 PAGE 1 S T O R Y D A T A

STORY SIMILAR TO HEIGHT ELEVATION STORY3 None 350.000 1140.000 STORY2 STORY1 350.000 790.000 STORY1 None 350.000 440.000 BASE None 90.000

ETABS v9.7.1 File:MODELO4 ARRIOSTRADO Y COLUMNAS EN H Units:Kgf-cm Marzo 9, 2011 11:36 PAGE 2 M A T E R I A L P R O P E R T Y D A T A

MATERIAL MATERIAL DESIGN MATERIAL MODULUS OF POISSON'S THERMAL SHEAR NAME TYPE TYPE DIR/PLANE ELASTICITY RATIO COEFF MODULUS STEEL Iso Steel All 2038901.916 0.3000 1.1700E-05 784193.045 CONC Iso Concrete All 253105.065 0.2000 9.9000E-06 105460.444 OTHER Iso None All 2038901.916 0.3000 1.1700E-05 784193.045 M A T E R I A L P R O P E R T Y M A S S A N D W E I G H T

MATERIAL MASS PER WEIGHT PER NAME UNIT VOL UNIT VOL STEEL 7.9814E-06 7.8334E-03 CONC 2.4480E-06 2.4026E-03 OTHER 7.9814E-06 7.8334E-03

M A T E R I A L D E S I G N D A T A F O R S T E E L M A T E R I A L S MATERIAL STEEL STEEL STEEL

NAME FY FU COST ($) STEEL 3515.348 4569.953 27.68

M A T E R I A L D E S I G N D A T A F O R C O N C R E T E M A T E R I A L S MATERIAL LIGHTWEIGHT CONCRETE REBAR REBAR LIGHTWT

NAME CONCRETE FC FY FYS REDUC FACT CONC No 281.228 4218.418 4218.418 N/A

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DATOS DE ENTRADA

ETABS v9.7.1 File:MODELO4 ARRIOSTRADO Y COLUMNAS EN H Units:Kgf-cm Marzo 9, 2011 11:36 PAGE 3 S T A T I C L O A D C A S E S

STATIC CASE AUTO LAT SELF WT NOTIONAL NOTIONAL CASE TYPE LOAD MULTIPLIER FACTOR DIRECTION DEAD DEAD N/A 1.0000

LIVE LIVE N/A 0.0000 FHEX QUAKE USER_COEFF 0.0000 FHEY QUAKE USER_COEFF 0.0000 FHEXMICRO QUAKE USER_COEFF 0.0000 FHEYMICRO QUAKE USER_COEFF 0.0000

ETABS v9.7.1 File:MODELO4 ARRIOSTRADO Y COLUMNAS EN H Units:Kgf-cm Marzo 9, 2011 11:36 PAGE 4 R E S P O N S E S P E C T R U M C A S E S

RESP SPEC CASE: DERIVX

BASIC RESPONSE SPECTRUM DATA

MODAL DIRECTION MODAL SPECTRUM TYPICAL COMBO COMBO DAMPING ANGLE ECCEN CQC SRSS 0.0500 0.0000 0.0000 RESPONSE SPECTRUM FUNCTION ASSIGNMENT DATA

DIRECTION FUNCTION SCALE FACT U1 NSR10 1243.0000 U2 ---- N/A UZ ---- N/A RESP SPEC CASE: DERIVY

MODAL DIRECTION MODAL SPECTRUM TYPICAL COMBO COMBO DAMPING ANGLE ECCEN CQC SRSS 0.0500 0.0000 0.0000

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DATOS DE ENTRADA RESPONSE SPECTRUM FUNCTION ASSIGNMENT DATA

DIRECTION FUNCTION SCALE FACT U1 ---- N/A U2 NSR10 1157.0000 UZ ---- N/A RESP SPEC CASE: DISEY

DIRECTION FUNCTION SCALE FACT U1 ---- N/A U2 NSR10 285.0000 UZ ---- N/A RESP SPEC CASE: DISEX

DIRECTION FUNCTION SCALE FACT U1 NSR10 285.0000 U2 ---- N/A UZ ---- N/A RESP SPEC CASE: MICROX

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DATOS DE ENTRADA BASIC RESPONSE SPECTRUM DATA

DIRECTION FUNCTION SCALE FACT U1 MICROZ 981.0000 U2 ---- N/A UZ ---- N/A RESP SPEC CASE: MICROY

DIRECTION FUNCTION SCALE FACT U1 ---- N/A U2 MICROZ 981.0000 UZ ---- N/A RESP SPEC CASE: DISEXMICROZ

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DATOS DE ENTRADA DIRECTION FUNCTION SCALE FACT

U1 MICROZ 218.0000 U2 ---- N/A UZ ---- N/A RESP SPEC CASE: DISEYMICROZ

DIRECTION FUNCTION SCALE FACT U1 ---- N/A U2 MICROZ 218.0000 UZ ---- N/A

ETABS v9.7.1 File:MODELO4 ARRIOSTRADO Y COLUMNAS EN H Units:Kgf-cm Marzo 9, 2011 11:36 PAGE 5 L O A D I N G C O M B I N A T I O N S

COMBO CASE SCALE COMBO TYPE CASE TYPE FACTOR SERVICIO ADD DEAD Static 1.0000 LIVE Static 1.0000 NSR1 ADD DEAD Static 1.4000 NSR2 ADD DEAD Static 1.2000 LIVE Static 1.6000 NSR3 ADD DEAD Static 1.2000 LIVE Static 1.0000 DISEX Spectra 1.0000 DISEY Spectra 0.3000 NSR4 ADD DEAD Static 1.2000 LIVE Static 1.0000 DISEX Spectra 0.3000 DISEY Spectra 1.0000 NSR5 ADD DEAD Static 1.2000 LIVE Static 1.0000 Página 5

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DATOS DE ENTRADA DISEXMICROZ Spectra 1.0000 DISEYMICROZ Spectra 0.3000 NSR6 ADD DEAD Static 1.2000 LIVE Static 1.0000 DISEXMICROZ Spectra 0.3000 DISEYMICROZ Spectra 1.0000 NSR7 ADD DEAD Static 0.9000 DISEX Spectra 1.0000 DISEY Spectra 0.3000 NSR8 ADD DEAD Static 0.9000 DISEX Spectra 0.3000 DISEY Spectra 1.0000 NSR9 ADD DEAD Static 0.9000 DISEXMICROZ Spectra 1.0000 DISEYMICROZ Spectra 0.3000 NSR10 ADD DEAD Static 0.9000 DISEXMICROZ Spectra 0.3000 DISEYMICROZ Spectra 1.0000

ETABS v9.7.1 File:MODELO4 ARRIOSTRADO Y COLUMNAS EN H Units:Kgf-cm Marzo 9, 2011 11:36 PAGE 6 D I S T R I B U T E D L O A D A S S I G N M E N T S T O L I N E O B J E C T S

LOAD STORY CASE LEVEL DEAD STORY3 DEAD STORY3 DEAD STORY3 DEAD STORY3 DEAD STORY3 DEAD STORY3 DEAD STORY3 DEAD STORY3 DEAD STORY3 DEAD STORY3 DEAD STORY3 DEAD STORY3 DEAD STORY3 DEAD STORY3 DEAD STORY3 DEAD STORY3 DEAD STORY3 DEAD STORY3 DEAD STORY3 DEAD STORY3 DEAD STORY3 LINE LOAD LOAD ABSOLUTE ABSOLUTE LOAD A LOAD B ID TYPE DIRECTION DISTANCE A DISTANCE B PER LENGTH PER LENGTH B4 Force Gravity 0.000 500.000 0.680 0.680 B5 Force Gravity 0.000 500.000 0.680 0.680 B6 Force Gravity 0.000 500.000 0.680 0.680 B7 Force Gravity 0.000 500.000 0.680 0.680 B8 Force Gravity 0.000 500.000 0.680 0.680 B9 Force Gravity 0.000 500.000 0.680 0.680 B13 Force Gravity 0.000 500.000 0.680 0.680 B14 Force Gravity 0.000 500.000 0.680 0.680 B15 Force Gravity 0.000 500.000 0.680 0.680 B16 Force Gravity 0.000 500.000 0.680 0.680 B17 Force Gravity 0.000 500.000 0.680 0.680 B18 Force Gravity 0.000 500.000 0.680 0.680 B22 Force Gravity 0.000 500.000 0.680 0.680 B23 Force Gravity 0.000 500.000 0.680 0.680 B24 Force Gravity 0.000 500.000 0.680 0.680 B25 Force Gravity 0.000 500.000 0.680 0.680 B26 Force Gravity 0.000 500.000 0.680 0.680 B27 Force Gravity 0.000 500.000 0.680 0.680 B31 Force Gravity 0.000 500.000 0.680 0.680 B32 Force Gravity 0.000 500.000 0.680 0.680 B33 Force Gravity 0.000 500.000 0.680 0.680

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DATOS DE ENTRADA

DEAD STORY3 B34 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B35 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B36 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B40 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B41 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B42 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B43 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B44 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B45 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B48 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B49 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B50 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B51 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B52 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B53 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B54 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B55 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B56 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B57 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B58 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B60 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B61 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B62 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B63 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B64 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B89 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B90 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B91 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B93 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B94 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B95 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B97 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B98 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B99 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B101 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B102 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B103 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B105 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B106 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B107 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B109 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B110 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B111 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B113 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B114 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B115 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B116 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B117 Force Gravity 0.000 500.000 0.680 0.680

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DATOS DE ENTRADA

DEAD STORY3 B118 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B119 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B120 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B121 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B122 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B123 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B124 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B125 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B126 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B127 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B128 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B129 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B130 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B131 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B132 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B133 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B134 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B135 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B136 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B138 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B139 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B140 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B142 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B143 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B144 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B146 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B147 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B148 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B150 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B151 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B152 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B154 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B155 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B156 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B158 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B159 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B160 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B161 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B162 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B163 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B164 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B165 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B166 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B167 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B168 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B169 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B170 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B171 Force Gravity 0.000 500.000 0.680 0.680

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DATOS DE ENTRADA

DEAD STORY3 B172 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B173 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B174 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B175 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B176 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B177 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B178 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B179 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B180 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B342 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B343 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B344 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B345 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B346 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B347 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B348 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B349 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B350 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B351 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B352 Force Gravity 0.000 500.000 0.680 0.680 DEAD STORY3 B353 Force Gravity 0.000 500.000 0.680 0.680 LIVE STORY3 B4 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B5 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B6 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B7 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B8 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B9 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B13 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B14 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B15 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B16 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B17 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B18 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B22 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B23 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B24 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B25 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B26 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B27 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B31 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B32 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B33 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B34 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B35 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B36 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B40 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B41 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B42 Force Gravity 0.000 500.000 0.850 0.850

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DATOS DE ENTRADA

LIVE STORY3 B43 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B44 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B45 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B48 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B49 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B50 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B51 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B52 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B53 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B54 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B55 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B56 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B57 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B58 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B60 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B61 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B62 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B63 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B64 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B89 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B90 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B91 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B93 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B94 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B95 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B97 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B98 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B99 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B101 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B102 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B103 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B105 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B106 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B107 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B109 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B110 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B111 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B113 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B114 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B115 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B116 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B117 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B118 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B119 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B120 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B121 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B122 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B123 Force Gravity 0.000 500.000 0.850 0.850

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DATOS DE ENTRADA

LIVE STORY3 B124 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B125 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B126 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B127 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B128 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B129 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B130 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B131 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B132 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B133 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B134 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B135 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B136 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B138 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B139 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B140 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B142 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B143 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B144 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B146 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B147 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B148 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B150 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B151 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B152 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B154 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B155 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B156 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B158 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B159 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B160 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B161 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B162 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B163 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B164 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B165 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B166 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B167 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B168 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B169 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B170 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B171 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B172 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B173 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B174 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B175 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B176 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B177 Force Gravity 0.000 500.000 0.850 0.850

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DATOS DE ENTRADA

LIVE STORY3 B178 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B179 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B180 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B342 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B343 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B344 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B345 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B346 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B347 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B348 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B349 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B350 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B351 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B352 Force Gravity 0.000 500.000 0.850 0.850 LIVE STORY3 B353 Force Gravity 0.000 500.000 0.850 0.850 ETABS v9.7.1 File:MODELO4 ARRIOSTRADO Y COLUMNAS EN H Units:Kgf-cm Marzo 9, 2011 11:36 PAGE 7

U N I F O R M L O A D A S S I G N M E N T S T O A R E A O B J E C T S CASE STORY AREA AREATYPE DIRECTION LOAD

DEAD STORY3 F7 Floor Gravity 0.0150 DEAD STORY3 F14 Floor Gravity 0.0150 DEAD STORY3 F15 Floor Gravity 0.0150 DEAD STORY3 F16 Floor Gravity 0.0150 DEAD STORY3 F29 Floor Gravity 0.0150 DEAD STORY3 F30 Floor Gravity 0.0150 DEAD STORY3 F32 Floor Gravity 0.0150 DEAD STORY3 F33 Floor Gravity 0.0150 DEAD STORY3 F34 Floor Gravity 0.0150 DEAD STORY3 F35 Floor Gravity 0.0150 DEAD STORY3 F36 Floor Gravity 0.0150 DEAD STORY3 F37 Floor Gravity 0.0150 DEAD STORY3 F38 Floor Gravity 0.0150 DEAD STORY3 F39 Floor Gravity 0.0150 DEAD STORY3 F40 Floor Gravity 0.0150 DEAD STORY3 F41 Floor Gravity 0.0150 DEAD STORY3 F42 Floor Gravity 0.0150 DEAD STORY3 F55 Floor Gravity 0.0150 DEAD STORY2 F7 Floor Gravity 0.0450 DEAD STORY2 F8 Floor Gravity 0.0450 DEAD STORY2 F9 Floor Gravity 0.0450 DEAD STORY2 F10 Floor Gravity 0.0450 DEAD STORY2 F11 Floor Gravity 0.0450 DEAD STORY2 F12 Floor Gravity 0.0450 DEAD STORY2 F13 Floor Gravity 0.0450 DEAD STORY2 F14 Floor Gravity 0.0450

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DATOS DE ENTRADA

DEAD STORY2 F15 Floor Gravity 0.0450 DEAD STORY2 F16 Floor Gravity 0.0450 DEAD STORY2 F17 Floor Gravity 0.0450 DEAD STORY2 F18 Floor Gravity 0.0450 DEAD STORY2 F19 Floor Gravity 0.0450 DEAD STORY2 F20 Floor Gravity 0.0450 DEAD STORY2 F21 Floor Gravity 0.0450 DEAD STORY2 F22 Floor Gravity 0.0450 DEAD STORY2 F23 Floor Gravity 0.0450 DEAD STORY2 F24 Floor Gravity 0.0450 DEAD STORY2 F25 Floor Gravity 0.0450 DEAD STORY2 F26 Floor Gravity 0.0450 DEAD STORY2 F27 Floor Gravity 0.0450 DEAD STORY2 F28 Floor Gravity 0.0450 DEAD STORY2 F29 Floor Gravity 0.0450 DEAD STORY2 F30 Floor Gravity 0.0450 DEAD STORY2 F32 Floor Gravity 0.0450 DEAD STORY2 F33 Floor Gravity 0.0450 DEAD STORY2 F34 Floor Gravity 0.0450 DEAD STORY2 F35 Floor Gravity 0.0450 DEAD STORY2 F36 Floor Gravity 0.0450 DEAD STORY2 F37 Floor Gravity 0.0450 DEAD STORY2 F38 Floor Gravity 0.0450 DEAD STORY2 F39 Floor Gravity 0.0450 DEAD STORY2 F40 Floor Gravity 0.0450 DEAD STORY2 F41 Floor Gravity 0.0450 DEAD STORY2 F42 Floor Gravity 0.0450 DEAD STORY2 F43 Floor Gravity 0.0450 DEAD STORY2 F45 Floor Gravity 0.0450 DEAD STORY2 F47 Floor Gravity 0.0450 DEAD STORY2 F49 Floor Gravity 0.0450 DEAD STORY2 F51 Floor Gravity 0.0450 DEAD STORY2 F53 Floor Gravity 0.0450 DEAD STORY1 F1 Floor Gravity 0.0450 DEAD STORY1 F2 Floor Gravity 0.0450 DEAD STORY1 F3 Floor Gravity 0.0450 DEAD STORY1 F4 Floor Gravity 0.0450 DEAD STORY1 F5 Floor Gravity 0.0450 DEAD STORY1 F7 Floor Gravity 0.0450 DEAD STORY1 F8 Floor Gravity 0.0450 DEAD STORY1 F9 Floor Gravity 0.0450 DEAD STORY1 F10 Floor Gravity 0.0450 DEAD STORY1 F11 Floor Gravity 0.0450 DEAD STORY1 F12 Floor Gravity 0.0450 DEAD STORY1 F13 Floor Gravity 0.0450 DEAD STORY1 F14 Floor Gravity 0.0450 DEAD STORY1 F15 Floor Gravity 0.0450 DEAD STORY1 F16 Floor Gravity 0.0450

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DATOS DE ENTRADA

DEAD STORY1 F17 Floor Gravity 0.0450 DEAD STORY1 F18 Floor Gravity 0.0450 DEAD STORY1 F19 Floor Gravity 0.0450 DEAD STORY1 F20 Floor Gravity 0.0450 DEAD STORY1 F21 Floor Gravity 0.0450 DEAD STORY1 F22 Floor Gravity 0.0450 DEAD STORY1 F23 Floor Gravity 0.0450 DEAD STORY1 F24 Floor Gravity 0.0450 DEAD STORY1 F25 Floor Gravity 0.0450 DEAD STORY1 F26 Floor Gravity 0.0450 DEAD STORY1 F27 Floor Gravity 0.0450 DEAD STORY1 F28 Floor Gravity 0.0450 DEAD STORY1 F29 Floor Gravity 0.0450 DEAD STORY1 F30 Floor Gravity 0.0450 DEAD STORY1 F32 Floor Gravity 0.0450 DEAD STORY1 F33 Floor Gravity 0.0450 DEAD STORY1 F34 Floor Gravity 0.0450 DEAD STORY1 F35 Floor Gravity 0.0450 DEAD STORY1 F36 Floor Gravity 0.0450 DEAD STORY1 F37 Floor Gravity 0.0450 DEAD STORY1 F38 Floor Gravity 0.0450 DEAD STORY1 F39 Floor Gravity 0.0450 DEAD STORY1 F40 Floor Gravity 0.0450 DEAD STORY1 F41 Floor Gravity 0.0450 DEAD STORY1 F42 Floor Gravity 0.0450 DEAD STORY1 F43 Floor Gravity 0.0450 LIVE STORY3 F7 Floor Gravity 0.0200 LIVE STORY3 F14 Floor Gravity 0.0200 LIVE STORY3 F15 Floor Gravity 0.0200 LIVE STORY3 F16 Floor Gravity 0.0200 LIVE STORY3 F29 Floor Gravity 0.0200 LIVE STORY3 F30 Floor Gravity 0.0200 LIVE STORY3 F32 Floor Gravity 0.0200 LIVE STORY3 F33 Floor Gravity 0.0200 LIVE STORY3 F34 Floor Gravity 0.0200 LIVE STORY3 F35 Floor Gravity 0.0200 LIVE STORY3 F36 Floor Gravity 0.0200 LIVE STORY3 F37 Floor Gravity 0.0200 LIVE STORY3 F38 Floor Gravity 0.0200 LIVE STORY3 F39 Floor Gravity 0.0200 LIVE STORY3 F40 Floor Gravity 0.0200 LIVE STORY3 F41 Floor Gravity 0.0200 LIVE STORY3 F42 Floor Gravity 0.0200 LIVE STORY3 F55 Floor Gravity 0.0200 LIVE STORY2 F7 Floor Gravity 0.0200 LIVE STORY2 F8 Floor Gravity 0.0200 LIVE STORY2 F9 Floor Gravity 0.0200 LIVE STORY2 F10 Floor Gravity 0.0200

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DATOS DE ENTRADA

LIVE STORY2 F11 Floor Gravity 0.0200 LIVE STORY2 F12 Floor Gravity 0.0200 LIVE STORY2 F13 Floor Gravity 0.0200 LIVE STORY2 F14 Floor Gravity 0.0200 LIVE STORY2 F15 Floor Gravity 0.0200 LIVE STORY2 F16 Floor Gravity 0.0200 LIVE STORY2 F17 Floor Gravity 0.0200 LIVE STORY2 F18 Floor Gravity 0.0200 LIVE STORY2 F19 Floor Gravity 0.0200 LIVE STORY2 F20 Floor Gravity 0.0200 LIVE STORY2 F21 Floor Gravity 0.0200 LIVE STORY2 F22 Floor Gravity 0.0200 LIVE STORY2 F23 Floor Gravity 0.0200 LIVE STORY2 F24 Floor Gravity 0.0200 LIVE STORY2 F25 Floor Gravity 0.0200 LIVE STORY2 F26 Floor Gravity 0.0200 LIVE STORY2 F27 Floor Gravity 0.0200 LIVE STORY2 F28 Floor Gravity 0.0200 LIVE STORY2 F29 Floor Gravity 0.0200 LIVE STORY2 F30 Floor Gravity 0.0200 LIVE STORY2 F32 Floor Gravity 0.0200 LIVE STORY2 F33 Floor Gravity 0.0200 LIVE STORY2 F34 Floor Gravity 0.0200 LIVE STORY2 F35 Floor Gravity 0.0200 LIVE STORY2 F36 Floor Gravity 0.0200 LIVE STORY2 F37 Floor Gravity 0.0200 LIVE STORY2 F38 Floor Gravity 0.0200 LIVE STORY2 F39 Floor Gravity 0.0200 LIVE STORY2 F40 Floor Gravity 0.0200 LIVE STORY2 F41 Floor Gravity 0.0200 LIVE STORY2 F42 Floor Gravity 0.0200 LIVE STORY2 F43 Floor Gravity 0.0200 LIVE STORY2 F45 Floor Gravity 0.0700 LIVE STORY2 F47 Floor Gravity 0.0700 LIVE STORY2 F49 Floor Gravity 0.0700 LIVE STORY2 F51 Floor Gravity 0.0700 LIVE STORY2 F53 Floor Gravity 0.0700 LIVE STORY1 F1 Floor Gravity 0.0700 LIVE STORY1 F2 Floor Gravity 0.0700 LIVE STORY1 F3 Floor Gravity 0.0700 LIVE STORY1 F4 Floor Gravity 0.0700 LIVE STORY1 F5 Floor Gravity 0.0700 LIVE STORY1 F7 Floor Gravity 0.0200 LIVE STORY1 F8 Floor Gravity 0.0200 LIVE STORY1 F9 Floor Gravity 0.0200 LIVE STORY1 F10 Floor Gravity 0.0200 LIVE STORY1 F11 Floor Gravity 0.0200 LIVE STORY1 F12 Floor Gravity 0.0200

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DATOS DE ENTRADA

LIVE STORY1 F13 Floor Gravity 0.0200 LIVE STORY1 F14 Floor Gravity 0.0200 LIVE STORY1 F15 Floor Gravity 0.0200 LIVE STORY1 F16 Floor Gravity 0.0200 LIVE STORY1 F17 Floor Gravity 0.0200 LIVE STORY1 F18 Floor Gravity 0.0200 LIVE STORY1 F19 Floor Gravity 0.0200 LIVE STORY1 F20 Floor Gravity 0.0200 LIVE STORY1 F21 Floor Gravity 0.0200 LIVE STORY1 F22 Floor Gravity 0.0200 LIVE STORY1 F23 Floor Gravity 0.0200 LIVE STORY1 F24 Floor Gravity 0.0200 LIVE STORY1 F25 Floor Gravity 0.0200 LIVE STORY1 F26 Floor Gravity 0.0200 LIVE STORY1 F27 Floor Gravity 0.0200 LIVE STORY1 F28 Floor Gravity 0.0200 LIVE STORY1 F29 Floor Gravity 0.0200 LIVE STORY1 F30 Floor Gravity 0.0200 LIVE STORY1 F32 Floor Gravity 0.0200 LIVE STORY1 F33 Floor Gravity 0.0200 LIVE STORY1 F34 Floor Gravity 0.0200 LIVE STORY1 F35 Floor Gravity 0.0200 LIVE STORY1 F36 Floor Gravity 0.0200 LIVE STORY1 F37 Floor Gravity 0.0200 LIVE STORY1 F38 Floor Gravity 0.0200 LIVE STORY1 F39 Floor Gravity 0.0200 LIVE STORY1 F40 Floor Gravity 0.0200 LIVE STORY1 F41 Floor Gravity 0.0200 LIVE STORY1 F42 Floor Gravity 0.0200 LIVE STORY1 F43 Floor Gravity 0.0200

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PARTICIPACION MODAL

ETABS v9.7.1 File:MODELO4 ARRIOSTRADO Y COLUMNAS EN H Units:Kgf-cm Marzo 9, 2011 11:37 PAGE 1 PROJECT INFORMATION

Company Name = HOME

ETABS v9.7.1 File:MODELO4 ARRIOSTRADO Y COLUMNAS EN H Units:Kgf-cm Marzo 9, 2011 11:37 PAGE 2 S T O R Y D A T A

STORY SIMILAR TO HEIGHT ELEVATION STORY3 None 350.000 1140.000 STORY2 STORY1 350.000 790.000 STORY1 None 350.000 440.000 BASE None 90.000

ETABS v9.7.1 File:MODELO4 ARRIOSTRADO Y COLUMNAS EN H Units:Kgf-cm Marzo 9, 2011 11:37 PAGE 3 S T A T I C L O A D C A S E S

STATIC CASE AUTO LAT SELF WT NOTIONAL NOTIONAL CASE TYPE LOAD MULTIPLIER FACTOR DIRECTION DEAD DEAD N/A 1.0000

LIVE LIVE N/A 0.0000 FHEX QUAKE USER_COEFF 0.0000 FHEY QUAKE USER_COEFF 0.0000 FHEXMICRO QUAKE USER_COEFF 0.0000 FHEYMICRO QUAKE USER_COEFF 0.0000

ETABS v9.7.1 File:MODELO4 ARRIOSTRADO Y COLUMNAS EN H Units:Kgf-cm Marzo 9, 2011 11:37 PAGE 4 R E S P O N S E S P E C T R U M C A S E S

RESP SPEC CASE: DERIVX

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PARTICIPACION MODAL DIRECTION FUNCTION SCALE FACT

U1 NSR10 1243.0000 U2 ---- N/A UZ ---- N/A RESP SPEC CASE: DERIVY

DIRECTION FUNCTION SCALE FACT U1 ---- N/A U2 NSR10 1157.0000 UZ ---- N/A RESP SPEC CASE: DISEY

DIRECTION FUNCTION SCALE FACT U1 ---- N/A U2 NSR10 285.0000 UZ ---- N/A RESP SPEC CASE: DISEX

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PARTICIPACION MODAL MODAL DIRECTION MODAL SPECTRUM TYPICAL COMBO COMBO DAMPING ANGLE ECCEN CQC SRSS 0.0500 0.0000 0.0000 RESPONSE SPECTRUM FUNCTION ASSIGNMENT DATA

DIRECTION FUNCTION SCALE FACT U1 NSR10 285.0000 U2 ---- N/A UZ ---- N/A RESP SPEC CASE: MICROX

DIRECTION FUNCTION SCALE FACT U1 MICROZ 981.0000 U2 ---- N/A UZ ---- N/A RESP SPEC CASE: MICROY

DIRECTION FUNCTION SCALE FACT

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PARTICIPACION MODAL U1 ---- N/A

U2 MICROZ 981.0000 UZ ---- N/A RESP SPEC CASE: DISEXMICROZ

DIRECTION FUNCTION SCALE FACT U1 MICROZ 218.0000 U2 ---- N/A UZ ---- N/A RESP SPEC CASE: DISEYMICROZ

DIRECTION FUNCTION SCALE FACT U1 ---- N/A U2 MICROZ 218.0000 UZ ---- N/A

ETABS v9.7.1 File:MODELO4 ARRIOSTRADO Y COLUMNAS EN H Units:Kgf-cm Marzo 9, 2011 11:37 PAGE 5 A U T O S E I S M I C U S E R C O E F F I C I E N T

Case: FHEX

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PARTICIPACION MODAL AUTO SEISMIC INPUT DATA

Direction: X + EccY

Typical Eccentricity = 5% Eccentricity Overrides: No

Period Calculation: Program Calculated Ct = 0.035 (in feet units)

Top Story: STORY3 Bottom Story: BASE

C = 1.01 K = 1

AUTO SEISMIC CALCULATION FORMULAS V = C W

AUTO SEISMIC CALCULATION RESULTS W Used = 2775476.30

V Used = 1.0100W = 2803231.07 AUTO SEISMIC STORY FORCES

STORY FX FY FZ MX MY MZ STORY3 632757.99 0.00 0.00 0.000 0.000 -1368541338 STORY2 1418324.75 0.00 0.00 0.000 0.000 -395003442 STORY1 752148.33 0.00 0.00 0.000 0.000-209309479.5

Case: FHEY

AUTO SEISMIC INPUT DATA Direction: Y + EccX

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PARTICIPACION MODAL

C = 1.01 K = 1

STORY FX FY FZ MX MY MZ STORY3 0.00 632757.99 0.00 0.000 0.0001345697706.7 STORY2 0.00 1418324.75 0.00 0.000 0.000 403797055.6 STORY1 0.00 752148.33 0.00 0.000 0.000215592951.56

Case: FHEXMICRO

AUTO SEISMIC INPUT DATA Direction: X + EccY

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PARTICIPACION MODAL

C = 0.62 K = 1

STORY FX FY FZ MX MY MZ STORY3 388425.70 0.00 0.00 0.000 0.000 -840094683 STORY2 870654.80 0.00 0.00 0.000 0.000-242477360.5 STORY1 461714.82 0.00 0.00 0.000 0.000-128487007.2

Case: FHEYMICRO

AUTO SEISMIC INPUT DATA Direction: Y + EccX

C = 0.62 K = 1

AUTO SEISMIC CALCULATION FORMULAS

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PARTICIPACION MODAL V = C W

STORY FX FY FZ MX MY MZ STORY3 0.00 388425.70 0.00 0.000 0.000 826071859.5 STORY2 0.00 870654.80 0.00 0.000 0.000247875420.24 STORY1 0.00 461714.82 0.00 0.000 0.000132344188.08

ETABS v9.7.1 File:MODELO4 ARRIOSTRADO Y COLUMNAS EN H Units:Kgf-cm Marzo 9, 2011 11:37 PAGE 9 M A S S S O U R C E D A T A

MASS LATERAL LUMP MASS FROM MASS ONLY AT STORIES Loads Yes Yes M A S S S O U R C E L O A D S LOAD MULTIPLIER

DEAD 1.0000

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STORY DIAPHRAGM MASS-X MASS-Y MMI X-M Y-M STORY2 P2 1.200E+03 1.200E+03 4.948E+09 3206.153 2218.521 STORY1 P1 1.271E+03 1.271E+03 5.584E+09 3240.592 2384.037

ETABS v9.7.1 File:MODELO4 ARRIOSTRADO Y COLUMNAS EN H Units:Kgf-cm Marzo 9, 2011 11:37 PAGE 11 A S S E M B L E D P O I N T M A S S E S

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PARTICIPACION MODAL

STORY UX UY UZ RX RY RZ STORY3 3.570E+02 3.570E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY2 1.200E+03 1.200E+03 0.000E+00 0.000E+00 0.000E+00 4.948E+09 STORY1 1.273E+03 1.273E+03 0.000E+00 0.000E+00 0.000E+00 5.584E+09 BASE 1.144E+01 1.144E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 Totals 2.842E+03 2.842E+03 0.000E+00 0.000E+00 0.000E+00 1.053E+10

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LEVEL NAME MASS ORDINATE-X ORDINATE-Y ORDINATE-X ORDINATE-Y STORY2 P2 1.200E+03 3206.153 2218.521 3906.042 2591.091 STORY1 P1 1.271E+03 3240.592 2384.037 3905.307 2586.201

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MODE PERIOD FREQUENCY CIRCULAR FREQ NUMBER (TIME) (CYCLES/TIME) (RADIANS/TIME) Mode 1 0.39186 2.55190 16.03406 Mode 2 0.29788 3.35703 21.09284 Mode 3 0.23295 4.29272 26.97195 Mode 4 0.20239 4.94087 31.04438 Mode 5 0.20146 4.96366 31.18758 Mode 6 0.19306 5.17964 32.54464 Mode 7 0.17836 5.60662 35.22746 Mode 8 0.15331 6.52274 40.98360 Mode 9 0.12705 7.87077 49.45352 Mode 10 0.12068 8.28649 52.06557 Mode 11 0.11095 9.01334 56.63246 Mode 12 0.11062 9.04012 56.80076

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MODE X-TRANS Y-TRANS Z-TRANS RX-ROTN RY-ROTN RZ-ROTN NUMBER %MASS <SUM> %MASS <SUM> %MASS <SUM> %MASS <SUM> %MASS <SUM> %MASS <SUM> Mode 1 1.19 < 1> 71.64 < 72> 0.00 < 0> 89.57 < 90> 1.48 < 1> 10.58 < 11> Mode 2 75.74 < 77> 3.16 < 75> 0.00 < 0> 3.50 < 93> 90.32 < 92> 3.82 < 14> Mode 3 5.56 < 82> 4.58 < 79> 0.00 < 0> 4.66 < 98> 6.18 < 98> 56.93 < 71>