memoria de calculo de bodega acondesa

MEMORIA DE DISEÑO ESTRUCTURAL - CARRERA 30 No 28A-130 BARRIO HIPÓDROMO SOLEDAD (ATLÁNTICO)

MEMORIA DE DISEÑO ESTRUCTURAL

Dirección

CARRERA 30 No. 281-130BARRIO HIPÓDROMOSOLEDAD-ATLÁNTICO

Propietario:

ACONDESA S.A.

Diseño Estructural

__________________________________Hernando Cotes Mestre.

Ingeniero Civil M.P. 00965 C.P.I.A.

Barranquilla, Agosto de 2010

Ing. HERNANDO COTES MESTRE M.P. 00965 C.P.I.A.. Tel:313-5717177


1. INTRODUCCIÓN

El Proyecto Estructural contempla la construcción de una edificación tipo bodega industrial desarrollada en dos (2) niveles, incluido un mezanine localizado a 4.40 mts de altura con respecto al nivel de piso terminado. El proyecto está ubicado en uno de los patios de la Planta de Procesamiento de Aves de propiedad de ACONDESA S.A., predio ubicado en la Carrera 30 No. 28A-130 del Barrio Hipódromo, de la ciudad de Soledad, Departamento del Atlántico. Toda la construcción será de un (1) solo USO: INDUSTRIAL. El área de la edificación estará dedicada exclusivamente a proveer los espacios adecuados para el recibo de los subproductos de la planta de procesamiento de aves, para su posterior procesamiento y despacho a los sitios de destino.

La edificación tiene la categoría de construcción INDUSTRIAL con uso principal INDUSTRIA LIVIANA, de acuerdo con el área del lote a construir y la altura de la misma (Aproximadamente 14 mts).

El área que cobija el proyecto tiene un frente de 40 mts y fondo máximo de 60.00 mts; y colinda con terrenos de la misma empresa que tienen igual uso.

El proyecto se ubica en una zona de amenaza sísmica baja de acuerdo a la norma sismorresistente de 2.010, NSR-10.

La edificación está planteada en estructura de concreto reforzado conformada por columnas moduladas cada 5.5 mts en los dos direcciones ortogonales, unidas con vigas. A la altura de 4.40 mts se encuentra una losa de concreto reforzado aligerada con icopor y armada en una dirección con viguetas de 10 cms de ancho y 35 cmts de altura, y una torta de compresión de 5 cms para una altura total de losa de 40 cmts.

La escalera de acceso al mezanine será descansada, de 1.20 mts de ancho, y se fabricará en estructura metálica. Este elemento se desarrollará con una pendiente del 40% a lo largo de 12.0 mts de los 16.5 mts de frente que tiene la losa de mezanine. Su diseño no hace parte del alcance de este estudio.

La cimentación consistirá en zapatas aisladas unidas con vigas de amarre. Las áreas de contacto y sus alturas estarán de acuerdo con los resultados de resistencia del suelo encontrados en el fondo de los apiques de 1.0/1.20 y 1.50 mts de profundidad efectuados en el lote, y medidos con la ayuda de un penetrómetro. El esfuerzo admisible en el terreno se estimó conservadoramente en 0.5 kg/cm2. Los materiales que componen la estructura espacial son concreto de 24.5 MPa para vigas, placa de entrepiso, columnas, cimentación, con refuerzo corrugado de 420 MPa y liso de 370 Mpa. Los muros de fachada están compuestos de bloque de concreto abuzardado tipo Agrecón a la vista con un peso de 400 kg/m2.

1Ing. Hernando Cotes Mestre M.P. 00965. Tel:3135717177


El código base empleado para el análisis y diseño de la estructura es la Norma Colombiana de Diseño y Construcción Sismo Resistente de 2.010 de la Asociación Colombiana de Ingeniería Sísmica AIS (NSR-10).

Se utilizaron los siguientes programas (softwares) para el análisis y diseño de la estructura: ETABS V.9.7.0, SAFE V 12.0, Ms-Excel, y STAAD.PRO 2007. Con el primero se obtuvo todo el análisis estructural de la edificación al igual que el diseño en concreto reforzado de vigas y columnas; con el segundo y el tercero se hizo el análisis y diseño del concreto reforzado para la cimentación, y, finalmente, con el cuarto programa se diseñó la cubierta curva autosoportante al igual que las vigas canales de soporte. En todos los casos el análisis incluyó el cálculo de las acciones y desplazamientos de todos los elementos del sistema, y el diseño de los demás elementos estructurales y no estructurales. Finalmente, se usó el AUTOCAD 2.009 para la presentación de los planos.

1.1 PARÁMETROS SÍSMICOS

A continuación se identifican los parámetros sísmicos correspondientes a la edificación en estudio, de acuerdo a sus propiedades geométricas, a la ubicación de la edificación y las condiciones geotécnicas, como se muestran en la Tabla 2.

Tabla 2. Parámetros Sísmicos

Ubicación Soledad ( Atlántico)

Zona de amenaza sísmica Baja (Barranquilla)

Aceleración pico efectiva (Región 3) Aa= 0.1

Perfil del Suelo S3

Coeficiente de Sitio S=1.5

Grupo de Uso (estructura de ocup. Normal) I=1.0

Período aproximado T= 0.27 s

Límite de la meseta Tc=0.57 s

Límite de Zona Mínima TL = 2.88 s

Seudo aceleración Sa = 0.25

Coeficiente de ductilidad inicial o básico (DMO) R0 = 5



Irregularidad de Planta (tipo 2P, retroceso en la esquina) Φp = 0.9

Irregularidad altura (Tipo 3 A, geométrica) Φa = 0.9

Coeficiente de capacidad de disipación energía (ductilidad final)para el diseño R = 4.0

1.2 CARACTERÍSTICAS DE LOS MATERIALES EMPLEADOS.

Las siguientes son las especificaciones mínimas establecidas para los materiales utilizables en la construcción:

(a) Concreto - El concreto debe tener una resistencia a la compresión a los 28 días, f´c, igual o superior a 24.5 Mpa, el cual será utilizado en placas de contrapiso, columnas, zapatas, vigas y la losa aligerada del mezanine.

Los solados de limpieza deben tener una resistencia a la compresión de 14 MPa.

(b) Acero de refuerzo - El acero de refuerzo longitudinal debe ser corrugado. En ningún caso, el acero de refuerzo puede tener un límite de fluencia, fy, inferior a 420 MPa..



2. DIMENSIONAMIENTO DE LA LOSA.

Para la construcción se tendrá una losa armada en una dirección, por tener luces entre apoyos con longitudes admisibles. Para calcular el espesor mínimo de la losa recurrimos a la NSR -10 a la tabla C9.1(a) la cual referencia los valores mínimos de espesores de losas macizas para que no haya necesidad de calcular deflexiones, de vigas y losas, no preesforzadas que trabajan en una dirección y que sostengan muros divisorios y particiones frágiles susceptibles de dañarse debido a deflexiones grandes:

Tabla 2.1. Espesores mínimos de acuerdo a la NSR-98.

De acuerdo con la configuración establecida, el modelo maneja luces simplemente apoyadas, con los dos apoyos continuos y con un solo apoyo continuo, la revisión se realizo en las dos direcciones de manera independiente. Los espesores de losa obtenidos son los siguientes.

Luz entre ejes Condición de apoyo Factor Espesor

1.17 Un apoyo Continuo 16 0.071.14 Ambos Apoyos continuos 19 0.062.53 Ambos Apoyos continuos 19 0.132.27 Ambos Apoyos continuos 19 0.120.77 Voladizo 7 0.11

LOSAS MACIZAS

Se trabajara con un espesor de 0.15 m, con vigas descolgadas en ambas direcciones.

El detalle de la placa con las vigas descolgadas se muestra en la Figura 2.1 y la configuración estructural en planta de la placa de entrepiso en la Figura 2.2.



Figura 2.1. Detalle de placa de entrepiso.

Figura 2.2. Configuración estructural en planta de la placa de entrepiso.

Una vez hecha esta distribución proseguimos a realizar la evaluación de cargas, para dimensionar las columnas.



3. EVALUACIÓN DE CARGAS

Se realizó la evaluación de cargas de la placa maciza de los entrepisos, y la evaluación de cargas de la placa que sostiene los tanques de agua en el cuarto nivel.

Peso especifico

KN/m3

PESO PROPIOPeso de placa maciza 24 24x0,15 3.6

ACABADOS.Afinado 22 22x0.02 0.44Piso baldosín cerámico (espesor de 1.5 cm) 24 24x0,015 0.36

MUROS DIVISORIOS 3TOTAL 7.4

Peso especifico

KN/m3

Carga Viva Para Vivienda 1.8TOTAL 1.8

CARGA VIVA

Operación KN/m2

CARGA MUERTA

Operación KN/m2

Peso especifico

KN/m3

PESO PROPIOPeso de placa maciza 24 24x0,15 3.6

ACABADOS.Afinado 22 22x0.02 0.44Piso baldosín cerámico (espesor de 1.5 cm) 24 24x0,015 0.36

3 TANQUES DE 500 l 2TOTAL 6.4

Peso especifico

KN/m3

Carga Viva Para Vivienda 1.8TOTAL 1.8

CARGA MUERTA

Operación KN/m2

CARGA VIVA

Operación KN/m2



Una vez evaluada la carga por metro cuadrado se procede a su aplicación sobre la losa del modelo estructural, utilizando elementos tipo Shell. Adicionalmente se aplicaron en las vigas, las cargas producidas por el peso propio de los muros, las cuales se presentan en la Tabla 3.1.

VIGA Lv (m) Long.Muro(m) Alt muro (m) Espesor (m) CM (KN/m)V1 8.6 8.6 2.25 0.125 6.75V2 6.2 6.2 2.25 0.125 6.75V4 6.2 6.2 2.25 0.125 6.75V5 7.3 7.3 2.25 0.125 6.75

CARGAS DE MUROS

Tabla 3.2. Carga sobre las vigas, debida a peso propio de muros

Se realizó además la evaluación de cargas de los tres tipos de escaleras que cuenta la estructura:



L 3.92 mL/20 0.196 m

t 0.2 md 0.17 Recubrimiento de 0.03m

Luz peldaños 3.92 mLuz descanso 0 m

Concreto f'c 21000 KN/m² 21 MpaConcreto W 24 KN/m³Acero fy 420000 KN/m² 420 MpaHuella 0.28 m 0.392Contra huella 0.20 m 0.166666667Ángulo 0.620 radÁngulo 35.54 grados Espesor 0.04 mAncho escalera 1.1 m Densidad 22 kN/m³

Espesor 0.03 mDensidad 22 kN/m³

Evaluación de Cargas

Tramo inclinado kN /m²Peso propio losa 0.2x24 / Cos35.54 5.90Peso de peldaños (0.28x0.2 /2x1 x24) /0.28 2.4

Acabado superior 0.04 x(0.28+0.2) x22 /0.28 1.51Acabado inferior 0.03x22/ cos35.54 0.811076382

Subtotal muerta 10.62Carga viva 3

Total 13.62DescansoPeso propio losa 0.2x24 4.80Acabado superior 0.04 x 22 0.88Acabado inferior 0.03 x 22 0.66

Subtotal muerta 6.34Carga viva 3Total 9.341.4 D 91.2 D + 1.6 L 12Carga de Diseño 12 Carga puntual 0.00 kNCarga de Diseño por ML 12 Pto aplicación 3.92 m

REACCIONES PARA CARGA MUERTARA 20.8 kN/m 20.8 kNRB 20.8 kN/m 20.8 kN

REACCIONES PARA CARGA VIVARA 5.9 kN/m 5.9 kNRB 5.9 kN/m 5.9 kN

ESCALERA 1

ACABADOS Superior

Inferior



L 4 mL/20 0.2 m


Luz peldaños 3.92 mLuz descanso 0.08 m











ESCALERA 2

ACABADOS Superior

Inferior



L 4 mL/20 0.2 m


Luz peldaños 3.92 mLuz descanso 0.08 m











ESCALERA 3

ACABADOS Superior

Inferior



4. DIMENSIONAMIENTO DE COLUMNAS

Se cálculo un área aproximada de la columna por medio de la siguiente expresión, de acuerdo a la NSR-98 Sección C.10.3.5:

Suponiendo la cuantía mínima en las columnas (0.01Ag), y con un área de aferencia para las columnas de cada estructura, como se observa en las siguientes figuras, se puede calcular una sección aproximada para la Columna Tipo.

Figura 4.3. Áreas Aferentes Columnas – Estructura 1.



Columna Tipo:

Área aferente por piso: A1= 4.25 m²

Carga de la columna: P1= (WDENT + W LENT + W DCUB + W LCUB) * A1

P1 = (7.4 + 1.8)*3* 4.3 m² = 118.7 KNAg1 = 4 * P1 / (0.85*0.99*F’c + 0.01*Fy)

Con: f’c = 21 MPa y fy = 420 Mpa

Ag1 = = 0.0087 m²

Sección propuesta = 0.25 m * 0.25 m = 0.0625 m²

Se dimensionaran todas las columnas de la estructura con una dimensión de 0.25 x 0.25 m ya que se encuentran unas luces pequeñas en las dos direcciones del edificio.



5. MODELACIÓN ESTRUCTURAL

Una vez dimensionado la estructura, se continúa con la introducción del modelo en el programa ETABS V.8.4.8, se introduce la geometría y dimensiones dadas en el predimensionamiento para realizar así la modelación con el método modal espectral, se carga el modelo de acuerdo con la evaluación de cargas realizada y se comienza a analizar el modelo, para la utilización de este método se necesita introducir el espectro de diseño de la estructura, el cual para está estructura en particular es la del espectro de la micro zonificación sísmica de Bogotá para la zona 4 lacustre A, el cual se muestra a continuación:

Espectro de diseñoMicrozonificación ZONA 4

0

0.1

0.2

0.3

0.4

0.5

0 1 2 3 4 5 6

Período Estructural, T(s)

Ace

lera

ció

n E

spe

ctra

l, S

a(g

)

Figura 5.1. Espectro de diseño.

Este espectro cuenta con las siguientes características:

ZONA 1 ZONA 2 ZONAS 3A Y 3B ZONA 4 ZONAS 5A Y 5B CERROS PIEDEMONTE LACUSTRE A LACUSTRE B TERRAZAS

To 0.20 0.20 0.50 0.50 0.50 Tc 1.00 1.20 3.00 3.00 3.00 TL 5.00 6.00 5.71 5.71 5.71

Am 0.24 0.30 0.25 0.16 0.20 An 0.30 0.40 0.30 0.20 0.30 Fa 1.00 1.00 1.00 1.00 1.00 Fv 2.00 2.25 32.48 31.18 25.98



En donde:

- To: Periodo inicial- Tc: periodo corto- Tl: periodo largo- Am: aceleración máxima - An: aceleración nominal- Fa: Factor de amplificación de la aceleración- Fv: factor de amplificación de la aceleración en el intervalo de velocidades constantes- I: coeficiente de importancia

Introducido este espectro en los modelos, se debe verificar que el cortante dinámico en cada una de las direcciones sea por lo menos el 80% del cortante dado por el método de la fuerza horizontal equivalente (NSR-98 A.5.4.5), a continuación se muestra la revisión de esta condición y la corrección necesaria si es el caso, para cada uno de los modelos en estudio.

CORTANTE POR FUERZA HORIZONTAL EQUIVALENTE

h (Edificio) 9.4 mTa = 0.4291.2Ta = 0.515Sa = 0.4

V(FHE) = 1032.96 kN

CORTANTES DINÁMICOS

VDINX = 948.91 kNVDINY = 897.26 kN

PORCENTAJE CORTANTE DINAMICO Vs FHE

VDINX = 91.86 %VDINY = 86.86 %

FACTORES DE AMPLIFICACION

Factor Valor de gSX 1.09 10.68

SY 1.15 11.29

Adicionalmente se debe verificar que la sumatoria de participación de masa dada por todos los modos de la estructura sea por lo menos del 90%.



Mode Period UX UY UZ SumUX SumUY SumUZ1 0.54 0.00 71.29 0.00 0.00 71.29 0.002 0.51 88.27 0.00 0.00 88.27 71.29 0.003 0.48 0.02 16.72 0.00 88.30 88.02 0.004 0.19 0.00 7.93 0.00 88.30 95.95 0.005 0.18 8.25 0.00 0.00 96.55 95.95 0.006 0.17 0.00 0.95 0.00 96.55 96.90 0.007 0.152431 0.0022 0.9288 0 96.5508 97.8284 08 0.145213 2.1242 0.01 0 98.675 97.8383 09 0.143849 0.0217 0.6769 0 98.6967 98.5153 0

Realizada esta verificación y corrección en los modelos se puede verificar el cumplimiento de las derivas.

Para la modelación de la vigas y las columnas se utilizaron elementos Frame, para cargar los modelos se cargaron las respectivas placas (utilizando elementos tipo Shell por ser losas solo para distribuir el peso sobre la placa), aplicando la carga muerta y viva por metro cuadrado obtenida a partir de la evaluación de cargas. Adicionalmente, las vigas perimetrales se cargaron con el peso de los muros que soportan y las columnas reciben la carga de cubierta como una carga puntual; los apoyos de las columnas se simularon mediante empotramientos. El modelo tridimensional se presenta en las Figura 2.2.



Figura5.2. Modelo tridimensional – Ampliación 1.

También deben tenerse en cuenta en el análisis de las estructuras los efectos torsionales de acuerdo con lo referenciado en la NSR-98 y que a continuación se cita:

A3.6.7 - TORSION EN EL PISO: En el diseño deben tenerse en cuenta los efectos de torsión en el piso, de acuerdo con los requisitos de A.3.6.7.1 a A.3.6.7.3, considerando que estos provienen, o bien, de la Incertidumbre en la localización de las masas dentro del piso, lo cual conduce a una torsión accidental, o bien debido a la excentricidad entre el centro de masas y el centre de rigidez cuando los diafragmas se consideran rígidos en su propio plano.

Torsión accidental: La norma se cuida de los efectos de torsión ya que ellos causan grandes daños en elementos estructurales y no estructurales y por esto estipula que se considere una torsión adicional a la torsión real de la estructura. Esta torsión llamada accidental se calcula considerando que la masa de todos los pisos está desplazada transversalmente hacia cualquiera de los dos lados, del centro de masa de cada piso, una distancia igual al 5% de la dimensión de la edificación en ese piso, medida perpendicularmente a la dirección bajo estudio. (A.3.6.7.1).



Los efectos torsionales de las estructuras fueron tenidos en cuenta en el análisis modal que realiza el programa ETABS, ya que uno de los parámetros que se ingresa al programa cuando se definen los casos de espectro de respuesta es la excentricidad, la cual es del 5%.

Los modelos se cargaron de acuerdo con la evaluación de cargas sobre placas tipo Shell; en las vigas se aplicó la carga de los muros perimetrales, la carga de sismo esta dada por los dos casos de espectro que son sismo en la dirección X y sismo en la dirección Y. A continuación se presenta el modelo cargado, considerando los casos de carga muerta y carga viva, sobre las vigas y las placas.

Carga Muerta sobre vigas Carga Muerta sobre placa.

Figura5.3. Modelo estructural con cargas muerta.

Carga Viva sobre vigas Carga Viva sobre placa.

Figura5.4. Modelo estructural con cargas vivas.



6. DERIVAS

De acuerdo a la NSR-98 en A.6.3, la deriva máxima en cualquier punto del piso i, se obtiene como la diferencia entre los desplazamientos horizontales totales máximos del punto en el piso i y los desplazamientos horizontales totales máximos de un punto localizado en el mismo eje vertical en el piso i-1, por medio de la siguiente ecuación:

La deriva máxima evaluada en cualquier punto de la estructura, no puede exceder los límites establecidos en la tabla A.6-1 de la NSR-98, en la cual la deriva máxima se expresa como un porcentaje de la altura de piso hpi:

Además de la verificación de las derivas se cálculo el índice de flexibilidad el cual indica la susceptibilidad de la estructura a tener deflexiones o derivas excesivas, con respecto a las permitidas por el la NSR-98. El índice de flexibilidad del piso, se define como el cociente entre la deflexión o deriva obtenida del análisis de la estructura, y la permitida por el Reglamento, para cada uno de los pisos de la edificación, y el índice de flexibilidad de la estructura se define como el mayor valor de los índices de flexibilidad de piso de toda la estructura.

Como se realiza un análisis modal espectral, se verifican las derivas aplicando el sismo en su totalidad en cada una de las direcciones, es decir sismo en la dirección x y sismo en la dirección y.

A continuación se muestran las tablas en donde se verificaron las derivas, de acuerdo a los resultados obtenidos en la modelación en el programa ETABS V.8.

Para facilitar la localización de los nudos en el modelo, se planteó la numeración presentada en la siguiente figura.



Figura6.1. Numeración de nudos ETABS – Ampliación 1.

El análisis se efectuó utilizando columnas de sección 0.25x0.25 m, la verificación de derivas para la totalidad del sismo aplicado en la dirección X y en la dirección Y, cumple con los requisitos establecidos por la Norma NSR-98. A continuación se muestran las tablas con los resultados obtenidos.

Sismo aplicado en dirección X



PISO PUNTO UX UY DERIVA ALTURA DERIVA PERMITIDA INDICE VERIFICACIONSTORY3 1 0.0353 0.0002 0.0082 2.35 0.0235 0.35 OKSTORY2 1 0.0271 0.0002 0.0135 2.35 0.0235 0.57 OKSTORY1 1 0.0136 0.0001 0.0136 2.35 0.0235 0.58 OK

BASE 1 0 0 0.0000 0 0 0.0 OKSTORY3 193 0.0353 0.0002 0.0082 2.35 0.0235 0.35 OKSTORY2 193 0.0271 0.0001 0.0135 2.35 0.0235 0.57 OKSTORY1 193 0.0136 0.0001 0.0136 2.35 0.0235 0.58 OK

















BASE 209 0 0 0.0000 0 0 0.0 OKSTORY4 227 0.0397 0.0004 0.0045 2.35 0.0235 0.19 OKSTORY3 227 0.0352 0.0004 0.0044 2.35 0.0235 0.19 OKSTORY4 228 0.0396 0.0004 0.0046 2.35 0.0235 0.20 OKSTORY3 228 0.035 0.0004 0.0350 0 0 0.0 OKSTORY4 230 0.0397 0.0002 0.0045 2.35 0.0235 0.19 OKSTORY3 230 0.0352 0.0002 0.0352 0 0 0.00 OKSTORY4 231 0.0396 0.0002 0.0046 2.35 0.0235 0.20 OKSTORY3 231 0.035 0.0002 0.0350 0 0 0.00 OK



Sismo aplicado en dirección YPISO PUNTO UX UY DERIVA ALTURA DERIVA PERMITIDA INDICE VERIFICACION

STORY3 1 0.0139 0.0463 0.0116 2.35 0.0235 0.49 OKSTORY2 1 0.0106 0.0352 0.0189 2.35 0.0235 0.80 OKSTORY1 1 0.0052 0.0171 0.0179 2.35 0.0235 0.76 OK


















BASE 209 0 0 0.0000 0 0 0.0 OKSTORY4 227 0.0042 0.0363 0.0029 2.35 0.0235 0.12 OKSTORY3 227 0.0038 0.0334 0.0034 2.35 0.0235 0.14 OKSTORY4 228 0.0055 0.0363 0.0029 2.35 0.0235 0.13 OKSTORY3 228 0.005 0.0334 0.0338 0 0 0.0 OKSTORY4 230 0.0042 0.045 0.0036 2.35 0.0235 0.15 OKSTORY3 230 0.0038 0.0414 0.0416 0 0 0.00 OKSTORY4 231 0.0055 0.045 0.0036 2.35 0.0235 0.15 OKSTORY3 231 0.005 0.0414 0.0417 0 0 0.00 OK



7. COMBINACIONES DE CARGA.

Se tomaron en cuenta para las combinaciones de carga los efectos de carga muerta, de carga viva y las cargas impuestas por el sismo de acuerdo al espectro de la Microzonificación Sísmica de Bogotá. Las combinaciones de carga están de acuerdo a las contempladas en el Titulo B de la NSR-98, en el numeral B.2.4.2. A continuación se muestran las combinaciones utilizadas con sus respectivas convenciones, la letra C indica que se utilizó en el diseño de columnas, y la letra V que se utilizó en el diseño de vigas.

1- VERIFICACIÓN DE DERIVASDER1) SXDER2) SY

2- DISEÑO

a. Reduccion de fuerzas sismicas

(Coeficiente de disipación de energía)

- R0 5 (Coeficiente de capacidad de disipación de energía basico definidopara cada sistema estructural y cada grado de capacidad de disipacion de energia del material estructural, definido en la Tabla A-3.2 de la NSR-98para sistema estructural combinado)

- Fp 0.9 (Coeficiente de reducción de capacidad de energía causado por irregularidades en planta de la edificación)

- Fa 1 (Coeficiente de reducción de capacidad de energía causado por irregularidades en altura de la edificación)

R = 4.5

Corrección por periodos cortos. NO

T= 0.59 s (Tomado del análisis modal espectral realizado en ETABS)

Tc= 3.00 s

T0= 0.50 s

Rc = 4.50Rdef = 4.50

DISEÑO DE COLUMNAS- DIS1) 1.40 D + 1.7 L (B.2.4-1 NSR-98)- DIS2XC) 1.05 D + 1.28 L + 0.22 Sx + 0.07 Sy (B.2.4-4 NSR-98)- DIS2YC) 1.05 D + 1.28 L + 0.07 Sx + 0.22 Sy (B.2.4-4 NSR-98)- DIS3XC) 0.90 D + 0.22 Sx + 0.07 Sy (B.2.4-5 NSR-98)- DIS3YC) 0.90 D + 0.07 Sx + 0.22 Sy (B.2.4-5 NSR-98)

DISEÑO DE VIGAS- DIS1) 1.40 D + 1.7 L (B.2.4-1 NSR-98)- SISMOXV) Combinación de carga tipo envolvente compuesta por las siguientes combinaciones de carga:

DIS2XV) 1.05 D + 1.28 L + 0.22 Sx (B.2.4-4 NSR-98)DIS3XV) 0.90 D + 0.22 Sx (B.2.4-5 NSR-98)

- SISMOYV) Combinación de carga tipo envolvente compuesta por las siguientes combinaciones de carga:DIS2YV) 1.05 D + 1.28 L + + 0.22 Sy (B.2.4-4 NSR-98)DIS3YV) 0.90 D + 0.22 Sy (B.2.4-5 NSR-98)

R = R0 * Fp * Fa

COMBINACIONES DE CARGA

RT

TRRc 11

0



8. DISEÑO ESTRUCTURAL.

Una vez se ha logrado que la estructura cumpla con los requisitos de derivas se procede con el diseño estructural. El Diseño Estructural se realizó siguiendo el método de la resistencia última, se diseñaron vigas, columnas, placa maciza, cimentación y muros no estructurales, según los requisitos de la NSR 98.

8.1 DISEÑO DE COLUMNAS

A partir de la modelación en el programa ETABS V.8.4.8 se obtuvieron las acciones internas de los elementos, con estas acciones internas se determinó el refuerzo longitudinal y transversal de las columnas con el programa DCCAD.

Se presenta el diseño de una Columna Tipo ya que todas tienen la misma sección y el mismo numero de niveles.

El diseño de la columna que sostiene la placa de los tanques es la siguiente:



8.2 DISEÑO DE VIGAS

A continuación se muestra el diseño de los 11 tipos de vigas presente en la estructura. La numeración de los elementos de Etabs se muestra en la siguiente gráfica..

Figura8.1. Numeración de Elementos de ETABS.



Figura 8.2. Tipología de vigas.

El diseño de las vigas se realizó a través del progre DCCAD, a partir de las acciones internas dadas por la modelación en ETABS V8. Las revisiones y formulas que maneja el programa DCCAD son las mismas que maneja la NSR-98 y se enuncian a continuación para flexión y cortante:



Fórmula de resistencia última Cuantia balanceada (NSR-98 C.8.5.12.2)

Cuantia mínima (NSR-98 C.10.5) b = 0.85 (Definido en NSR-98 C.10.2.7.3)

Cuantia máxima (NSR-98 C.8.5.12.2)

2

´59.01 bd

f

ffM

c

yyn

yy

c

ff

f 4.1

4

´min

yy

cbal ff

f

600

600´85.0 b

bal 75.0max

Y para el diseño a cortante las siguientes fórmulas y revisiones:

Esfuerzo último (NSR-98 Ec. C.11-3)

Resistencia nominal a cortante suministrada por el concreto (Mpa)

(NSR-98 C.11-3 Ec C.11-4*)

Resistencia nominal a cortante suministrada por el acero (Mpa)

(NSR-98 C.11.5.6.1)

Cuando

db

Vv u

u

6

´cc

fv

cus vvv cu vv



Revisión v s(NSR-98 C.11.5.6.8)

Separación del refuerzo cortante (NSR-98 C.11.5.6.2)

Separación mínima del refuerzo cortante

(NSR-98 C.11.5.5.3 Ec. C.11-14*)

cs vv 4

ws

yv

cal bv

fAS

w

yv

b

fAS

3min

Requisitos de separación (NSR-98 C.11.5.3)

Zona de Confinamiento Zona no Confinada(NSR-98 C.21.3.3) (NSR-98 C.21.3.3)El menor de: El menor de:

- scal - scal

- d/2 - d/4

- 8dbl - 8dbl

- 24dbe - 24dbe

- 300 mm - 600 mm

- 3 x Av x fy

bw

Nota (NSR-98 C.21.3.3 Numeral (d))Ninguna barra longitudinal debe estar localizada a mas de 150 mm libres, medidos a lo largo del estribo.



Encontrado el refuerzo de las vigas, se ajustaron los despieces encontrados por el programa DCCAD para cada tipo de viga existente, y se tuvo en cuenta para esto las longitudes de translapo exiguidas por la norma, las cuales se muestran a continuación:

Longitud de desarrollo (m) f`c = 21 Mpa y fy = 420

MpaDiametro de la barra (mm) Longitud de translapo (m) Gancho (m)

#4 0.60 12.7 0.37 0.2#5 0.70 15.9 0.47 0.25#6 0.90 19.1 0.56 0.3#7 1.20 22.2 0.65 0.35#8 1.30 25.4 0.75 0.4

DESARROLLO DEL REFUERZO A FLEXIÓN- El refuerzo debe extenderse más allá del punto en el cual ya no se requiera para

resistir la flexión, por una distancia igual a la altura del elemento, d, o 12db ,el que

sea mayor, excepto en los apoyos de luces simples y en el etremo libre de voladizos. (NSR-98 C.12.10.3)

DESARROLLO DEL REFUERZO A MOMENTO NEGATIVO- Al menos 1/3 del refuerzo total a tracción suministrado para momento negarivo en

apoyo debe tener una longitud de anclaje, más allá del punto de inflesión, no menor que la altura efectiva del elemento,12db, o 1/16 de la luz libre, la que seamayor. (NSR-98 C.12.12.3)

EMPALMES DE BARRAS CORRUGADAS A COMPRESIÓN- La longitud mínima para empalmes traslapados a compresión es 0.07 x fy x db

para fy = 420 Mpa o menos o (0.13fy -24)db para fy menor de 300 mm. Para f`c menores de 20 Mpa, la longitud de translapo debe incrementarse en 1/3.(NSR-98 C.12.16.1)

- Cuando se emplamen por traslapo a compresión baras de diferente diámetro, la longitud de traslapo debe ser la mayor de la longitud de desarrollo de la barra mayor o de la longitud de traslapo de la barra menor.(NSR-98 C.12.16.2)

EMPALMES A TRACCION- La longitud mínima de translapo para empalmes a tracción de las clases A y B no

debe ser menor de 300 mm, dondeEmpalme Clase A …………………………… 1.0 ldEmpalme Clase B …………………………… 1.3ld

GANCHOS ESTANDAR A TRACCION

- La longitud de desarrollo, ldh, en mm para barras corrugadas en traciòn que terminan en un gancho

estandar como lo define C.7.1, debe obtenerse como el producto de la longitud de desarrollo básica,lhb, de C.12.5.2 por el coeficiente o coeficientes de modificación aplicables de C.12.5.3, pero no puede

ser menor que el mayor entre 8db y 150 mm. (NSR-98 C.12.5.1)

- La longitud de desarrollo básica lhb para una barra con gancho, con fy de 420 Mpa, debe ser:

(NSR-98 C.12.5.2)

c

b

f

d

´

100



8.3. Diseño de Placa Maciza

- Espesor adoptado 0.15 m

1- Verificación del funcionamiento de la losa (Una o dos direcciones) - (C.13.1.4-NSR-98)

Una losa se considera que trabaja en una dirección, cuando:a- Tiene dos bordes libres, sin apoyo vertical, y tiene vigas o muros, en los otros dos bordes opuestos aproximadamente paralelos.b- Cuando el panel de los tiene forma aproximadamente rectangular con apoyo vertical en sus cuatro lados, con una relación de la luz larga a

la luz corta mayor que 2.0c- Cuando una losa nervada tiene susnervio principalmente en una dirección.

De acuerdo a lo anterior el funcionamiento de la losa es en dos direcciones ya que se encuentra apoyada en sus cuatro bordes y mantiene una relaciónde luz larga a corta de 2.00 lo que hace que funcione en dos direcciones.

2- DISEÑO PLACA EN DIRECCION X

210 kg/cm²

Espesor adoptado: 0.15 m 4200 kg/cm²

Carga (t / m²)

- Peso propio de placa 0.15 x 2.40 = 0.360

- Acabados (De acuerdo a B.3.6 de la NSR-98) 0.15 = 0.150

- Muros divisorios (De acuerdo a B.3.4.2 de la NSR-98) 0.30 = 0.300CM = 0.810CV = 0.180 (B.4.2.1 NSR-98)CR = 0.990

CU = 1.4 CM + 1.7 CV CU 1.44

Wu = 1.44 t/m²

b= 100 cmMu (t-m) - 0.35 0.63 0.91 0.45 d= 12 cmMu (t-m) + 0.42 0.27 0.50 0.30 h= 15 cm

As minimo = 2.70 cm2

Cuantía : 0.0008 0.0006 0.0005 0.0012 0.0009 0.0017 0.0006 0.0008As (cm²) 0.93 0.78 0.60 1.41 1.11 2.05 0.67 1.00As minimo (cm²) 2.70 2.46 2.70 2.46 2.70 2.46 2.70 2.46As requerido (cm²) 2.70 2.46 2.70 2.46 2.70 2.46 2.70 2.46

REFUERZO 1 No3 cada 0.25 1 No3 cada 0.25 1 No3 cada 0.25 1 No3 cada 0.25

1 No3 cada 0.25 1 No3 cada 0.25 1 No3 cada 0.25 1 No3 cada 0.25

3- DISEÑO PLACA EN DIRECCION Y

210 kg/cm²

Espesor adoptado: 0.15 m 4200 kg/cm²

Carga (t / m²)

- Peso propio de placa 0.15 x 2.40 = 0.360

- Acabados (De acuerdo a B.3.6 de la NSR-98) 0.15 = 0.150

- Muros divisorios (De acuerdo a B.3.4.2 de la NSR-98) 0.30 = 0.300CM = 0.810CV = 0.180 (B.4.2.1 NSR-98)CR = 0.990

CU = 1.4 CM + 1.7 CV CU 1.44

Wu = 1.44 t/m²

b= 100 cmMu (t-m) - 0.71 1.06 0.66 d= 12 cmMu (t-m) + 0.00 0.55 0.50 0.13 h= 15 cm


Cuantía : 0.0000 0.0013 0.0010 0.0020 0.0009 0.0012 0.0002As (cm²) 0.00 1.59 1.23 2.39 1.11 1.48 0.29As minimo (cm²) 2.70 2.46 2.70 2.46 2.70 2.46 2.70As requerido (cm²) 2.70 2.46 2.70 2.46 2.70 2.46 2.70

REFUERZO No #3 #3 #3 #3 #3 #3 #3Separación 1 No#3 cada 0.25 1 No#3 cada 0.25 1 No#3 cada 0.25

Separación 1 No#3 cada 0.25 1 No#3 cada 0.25 1 No#3 cada 0.25 1 No#3 cada 0.25

DISEÑO DE PLACA DE ENTREPISO

Materiales

AceroConcreto

3,25 0.72

DISEÑO

AVALUO DE CARGASOperación

2.50

MaterialesConcreto

Acero

AVALUO DE CARGAS

Item Operación

3,25 2.50 0.72

Item



8.4. Diseño de Cimentación.

Esta estructura se cimentará sobre zapatas aisladas unidas mediante vigas de amarre. Para el diseño de la cimentación se tomo en cuenta la carga muerta y la carga viva.

La tipología de los cimientos se presenta a continuación:

Figura 8.3 Tipología cimentación.

El diseño de las zapatas y de las vigas de amarre, es el siguiente:



ZAPATA TIPO: 1 Carga de Columna 21.00 t

Diseño de zapata concéntrica cuadrada para columna cuadrada o circular Porcentaje de peso de cimentación 3 %

Peso total 21.63 tMateriales Presión de Contacto 10.0 t / m2

Dimension de la Zapata ( m ) 1.50 x 1.50 Concreto 210 k / cm2

Dimension de la Columna ( m ) 0.25 x 0.25 Acero 4200 k / cm2 Area Necesaria 2.16 m2

Acartelamiento 0.00 m Lado de la columna cuadrada 0.25Altura de la zapata 0.25 m

Ancho calculado 1.47 mCarga Real de la Columna P = 21.0 t Ancho definitivo 1.50 m

Presion Admisible: 10.00 t / m2

Presion Neta: s 9.33 t / m2

Flexión: M = 2.7 t / m Factor de Mayoración 1.5Mu = 4.1 tm

h = 25 cmd = 18 cm

Cuantia = 0.0023 ( Analisis )Cuantia = 0.0018 ( Mínima sobre la sección bruta de concreto )

Armadura Principal TOTAL As = 6.20 cm2

Cantidad Varilla No Longitud (m) Separación (m)5 #4 2 cada 0.35

Colocar: 4 #5 2 cada 0.47 En cada dirección3 #6 2 cada 0.70

Cortante: 1. V ( d/2) = 4.82 tVu = 7.23 t

A d/2 del borde de la columna: d = 0.18 mb = 0.43

vu = 9.34 k/cm2

Vc = 19.95 k/cm2 okó Vc = 13.55 k/cm2 ok

2. V ( d ) = 6.23 tVu = 9.35 t

d = 0.13 mvu = 4.86 k/cm2

Vc = 6.53 k/cm2 ok

Transmisión de esfuerzos de la columna a la zapata:

Presión Producida: 0.050 t/cm2

Presión Maxima: 0.303 t/cm2 ok

Longitud de desarrollo mínimaRefuerzo de la columna: #7

db = 2.22 cmLdb = 50.8 cm



ZAPATA TIPO: 2 CANT = CORRIDA (Analizada por metro de Longitud)

Diseño de zapata excéntrica rectangular de columna perimetralCarga de columna de Lindero 12.00 t

Larga Corta Porcentaje de Peso propio de zapata 3 %Dimension de la Zapata Exterior 1.00 x 1.00 MaterialesDimension de la Columna 0.25 x 0.25Altura de la zapata 0.25 m Concreto 210 k / cm2 Presión Maxima de Contacto 10 t / m2

Acartelamiento 0.05 m Acero 4200 k / cm2

Separacion entre columnas 2.88 m Area Necesaria 1.236 m2

Carga de Diseño ( Real ) P = 12.0 t Exterior o de lindero Lado si fuese Cuadrada 1.11 m

Dim. Corta aconsejada de la zapata 0.72 mDistancias: d = 0.88 m Dim. Adoptada 1.00 m

e = 0.38 mIncremento de carga: Dr = 1.85 t Dim. Larga 1.421

Dim. Larga Definitiva 1.001.1. Diseño de la viga de contrapeso:

M = 3.7 tm Factor de Mayoración 1.5Mu = 5.6 tm

Dimensiones de la viga b = 25 cmd = 33 cmH = 40 cm

Cuantia 0.0058As = 4.79 cm2 Colocar: 3#5 Superior

Para corte:W = 13.85 t / mVi = 1.73 tVd = 10.27 t

V borde de columna = 8.54 tXo = 0.74 mvu = 15.52 k/cm2

Vs = 8.99

x= 0.36Estribo de 2 ramas #3

s = 22 ó 8 cm

1.2. Diseño de la Zapata Exterior


Se consideran los voladizos en el sentido largo apoyados sobre la viga de contrapesoFlexión: M = 0.97 t / m

Mu = 1.46 tm

h incluye la altura de la zapata y h = 30 cmel acartelamiento d = 23 cm

b = 1.00 m

Cuantia = 0.0025 AnalisisCuantia = 0.0018 ( Mínima sobre la sección bruta de concreto )

As analisis = 5.75 cm2


As = 5.75 cm2

5 #4 9 cada 22.5Colocar: 3 #5 9 cada 45.0 En el sentido largo

3 #6 9 cada 45.0

As = 5.94 cm2

5 #4 9.0 cada 22.5Colocar: 3 #5 9.0 cada 45.0 En el sentido corto

3 #6 9.0 cada 45.0

Cortante: V ( d ) = 5.19 tVu = 7.79 t

vu = 3.39 k/cm2

Vc = 6.54 k/cm2 ok

Transmisión de Esfuerzos de la columna a la zapata:




db = 1.91 cmLdb = 41.5 cm

escoger el menor



ZAPATA TIPO: 3 CANT = COMBINADA

Diseño de zapata excéntrica rectangular de columna perimetralCarga de columna de Lindero 13.00 t

Larga Corta Porcentaje de Peso propio de zapata 3 %Dimension de la Zapata Exterior 1.80 x 1.00 MaterialesDimension de la Columna 0.25 x 0.25Altura de la zapata 0.25 m Concreto 210 k / cm2 Presión Maxima de Contacto 10 t / m2

Acartelamiento 0.05 m Acero 4200 k / cm2

Separacion entre columnas 2.88 m Area Necesaria 1.339 m2

Carga de Diseño ( Real ) P = 13.0 t Exterior o de lindero Lado si fuese Cuadrada 1.16 m

Dim. Corta aconsejada de la zapata 0.75 mDistancias: d = 0.88 m Dim. Adoptada 1.00 m

e = 0.38 mIncremento de carga: Dr = 2.00 t Dim. Larga 1.539

Dim. Larga Definitiva 1.801.1. Diseño de la viga de contrapeso:

M = 4.0 tm Factor de Mayoración 1.5Mu = 6.0 tm

Dimensiones de la viga b = 25 cmd = 33 cmH = 40 cm

Cuantia 0.0063As = 5.22 cm2 Colocar: 3#5 Superior

Para corte:W = 15.00 t / mVi = 1.88 tVd = 11.12 t

V borde de columna = 9.25 tXo = 0.74 mvu = 16.82 k/cm2

Vs = 10.29

x= 0.38Estribo de 2 ramas #3

s = 19 ó 8 cm

1.2. Diseño de la Zapata Exterior


Se consideran los voladizos en el sentido largo apoyados sobre la viga de contrapesoFlexión: M = 2.50 t / m

Mu = 3.76 tm

h incluye la altura de la zapata y h = 30 cmel acartelamiento d = 23 cm

b = 1.00 m

Cuantia = 0.0025 AnalisisCuantia = 0.0018 ( Mínima sobre la sección bruta de concreto )

As analisis = 5.75 cm2


As = 5.75 cm2

5 #4 17 cada 22.5Colocar: 3 #5 17 cada 45.0 En el sentido largo

3 #6 17 cada 45.0

As = 10.69 cm2

9 #4 9.0 cada 21.3Colocar: 6 #5 9.0 cada 34.0 En el sentido corto

4 #6 9.0 cada 56.7

Cortante: V ( d ) = 6.46 tVu = 9.69 t

vu = 4.21 k/cm2

Vc = 6.54 k/cm2 ok

Transmisión de Esfuerzos de la columna a la zapata:




db = 1.91 cmLdb = 41.5 cm

escoger el menor



VIGAS DE AMARRE

1. Se asume una sección: Según la NSR-98 numeral C.15.13.3, las dimensiones de las vigas de amarre deben establecerse en función de las solicitaciones que las afecten, dentro de las cuales se cuentan la resistencia a fuerzas axiales por razones sísmicas y la rigidez y características para efectos de diferencias de carga vertical sobre los elementos de cimentación y la posibilidad de ocurrencia de asentamientos totales y diferenciales.

Las vigas de amarre deben tener una sección tal que su mayor dimensión debe ser mayor o igual a L /20 para estructuras DES, L /30 para estructuras DMO y L /40 para estructuras DMI, donde L es la luz del elemento.

b (cm) = 25h (cm) = 30d' (cm) = 5d (cm) = 25

d/2 (cm) = 12,5

0,0033 (minimo)

As = bdAs = 2,06 cm² (Refuerzo positivo)As = 2,06 cm² (Refuerzo negativo)

2. La viga debe ser capaz de transmitir de columna a columna un porcentaje de la carga que baja por la columna, dicho porcentaje esta dado por 0.25Aa (NSR-98 A.3.6.4.2) donde Aa = 0,25 MZS

0.25 Aa = 6,25%

Máxima carga real que baja por la columna = 15 TonFactor de carga = 1,4

Carga última = 21 Ton

La fuerza axial que debe ser capaz de transmitir la viga de amarre a la columna adyacente (Pu) es:

Pu = 1,3 Ton

El refuerzo que necesita la viga para resistir la fuerza axial es:

fy = 4200 kg/cm²As = 0,35 cm² (Refuerzo para toda la sección)

3. El momento y el cortante que se generan cuando un elemento de cimentación sufre un asentamiento son:

M= 6EID V= 12EID

L2 L3

Donde :

E = módulo de elasticidad del concreto f´c = 210 kg/cm²Ec = 178720 kg/cm²

I = inercia de la sección I = bh3/12

I = 0,00056 m4

D = máximo asentamiento permitido para que no se ocasionen daños a elementos importantes.D 0,004 m

L = Luz entre columnasL = 3,70 m



Luego:

M = 1,8 Ton - m V = 1,0 TonMu = 2,5 Ton - m Vu = 1,3 Ton

Revisión de la sección asumida:

Flexión:

0,0044 Sección asumida es adecuada

As = 2,75 cm² (Refuerzo positivo)As = 2,75 cm² (Refuerzo negativo)

Cortante: utilizar flejes # 3 ó #4

ø Flejes = 3/8"# de ramas = 2

As = 1,42 cm²Separación = 12,5 cm La menor entre d/2 o 30 cm

ø Vc = 4,1 Ton5ø Vc = 20,4 Ton Sección por cortante OK

Resiste = 14,2 Ton Cortante OK

Resumen dimensionamiento Viga de Amarre

b = 25 cmh = 30 cm@REDONDARRIBA(B92/10,0)*2; 8; 6 8#4 Tras. Mín 0.90 m

f´c = 210 kg/cm²fy = 4200 kg/cm² 11

As = 2,8 cm² Flejes = 3/8" 18

Sep máx = 12,5 cm11

Fl#3 L= 0,80

REQUISITOS DE REFUERZO EN VIGAS DE AMARRE NSR-98

- DIMENSIONES MÍNIMAS: Las dimensiones de las vigas de amarre deben establecerse en funciónde las solicitaciones que la afecten, dentro de las cuales se cuentan la resistecia a fuerzas axiales por razones sismicas y la rigidez y características para efectos de diferencias de cargavertical sobre los elementos de una sección tal que su mayor dimensión debe ser mayor o iguala la luz dividida por 20 para estructuras con capacidad especial de disipación de energía (DES),a la luz dividida por 30 para estructuras con capacidad moderada de disipación de energía (DMO), ya la luz dividida por 40 para estructuras con capacidad mínima de disipación de energía (DMI).(NSR-98 C.15.13.3)

- REFUERZO LONGITUDINAL: Las vigas de amarre sobre el terreno que enlacen dados o zapatasdeben tener refuerzo continuo, el cual debe ser capaz de desarrollar fy, por medio de anclaje en la columna exterior del vano final.(NSR-98 C.15.13.2)

- REFUERZO TRANSVERSAL: Deben colocarse estribos cerrados en toda su longitud, con unaseparación que no exceda la mitad de la menor dimensión de la sección o 300 mm. Las vigas de amarre que resistan momentos flectores provenientes de columnas deben cumplir los requisitos de separación y cantidad de refuerzo transversal que fije el Reglamento para el nivel de capacidad de disipación de energía en el rago inelástico del sistema de resistencia sisimica.(NSR-98 C.15.13.4)



8.5. Diseño de Escaleras.

L 3.92 mL/20 0.196 m


Luz peldaños 3.92 mLuz descanso 0 m











RA 34.4 kgf 0.34382442 kNRB 34.4 kgf 0.34382442 kNXo 1.96 m

Mmáx 33.7 kgf*mDiseño

calculado 3.08554E-05 mín retracción y fraguado 0.0018 mín vigas a flexión 0.0033As longitudinal 561 mm²/m

Colocar

NOTA: Separación máxima a flexión es 3 x t, donde t es el espesor de la losa, ó, 500 mm

As transversal 360 mm²/m

Colocar

NOTA: Separación máxima a retracción es 5 x t, donde t es el espesor de la los, ó, 500 mm

Chequeo por corte OK! vc 0.65 Mpavu 0.00 Mpa

#4 cada 0.23

4 cada 0.36

ESCALERA 1

ACABADOS Superior

Inferior



L 4 mL/20 0.2 m


Luz peldaños 4 mLuz descanso 0 m








Subtotal muerta 6.34Carga viva 3Total 9.341.4 D 91.2 D + 1.6 L 12Carga de Diseño 12 Carga puntual 0.00 kNCarga de Diseño por ML 12 Pto aplicación 4 m






Colocar



Colocar



#4 cada 0.23

4 cada 0.36

ESCALERA 2

ACABADOS Superior

Inferior



L 4 mL/20 0.2 m


Luz peldaños 4 mLuz descanso 0 m








Subtotal muerta 6.34Carga viva 3Total 9.341.4 D 91.2 D + 1.6 L 12Carga de Diseño 12 Carga puntual 0.00 kNCarga de Diseño por ML 12 Pto aplicación 4 m






Colocar



Colocar



#4 cada 0.23

4 cada 0.36

ESCALERA 3

ACABADOS Superior

Inferior



8.6. Diseño de Elementos No Estructurales

(Basado en el Boletin técnico No 58 - Junio de 2002 del AIS - Asociación Colombiana de Ingenieria sismica)

SOLICITACION DEL SISMO.

F = m x aEn donde:

F = Fuerza en el elemento no estructural.m = Masa del elemento no estructural.a = Aceleración del piso considerado.

Para esto se debe entonces calcular la aceleración de cada piso siguiendo el siguiente procedimiento:

CORTANTE SISMICO EN LA BASE.

En donde:Vs = Cortante sísmico en la base, kN.Sa = Coeficiente de aceleración espectral.

g = Aceleracón debida a la gravedad (9.8 m /s2)M = Masa total de la edificación.

Peso (kN)

1227.91

1153.07

PESO DE PRIMER NIVEL 287.03

2668.01 kN

PERIODO DE LA ESTRUCTURA

En donde:Ct = Coeficiente que depende del sistema constructivo

Porticos de acero sin diagonales 0.09Porticos de concreto y porticos de acerocon diagonales 0.08Otros sistemas 0.05

hn = Altura en metros, tomada desde la base, hasta el piso más alto del edificio

hn = 7.65 m

Ta = 0.368 s

COEFICIENTE DE IMPORTANCIA

I = 1.00

COEFICIENTE DE ACELERACIÓN ESPECTRAL

De acuerdo al espectro elástico de diseño, de acuerdo a la microzonificación sismica de la ciudad de Bogotá.

ZONA = Zona Lacustre 4B.

El espectro correspondiente a esta zona y los valores de Sa para diferentes períodos es la siguiente:

PESO DE SEGUNDO NIVEL

PESO DE TERCER NIVEL

ELEMENTOS NO ESTRUCTURALES

PESO DE LA ESTRUCTURA

gMSV as

43

nta hCT



ZONA 1 ZONA 2 ZONAS 3A Y 3B ZONA 4 ZONAS 5A Y 5B CERROS PIEDEMONTE LACUSTRE A LACUSTRE B TERRAZAS

To 0.20 0.20 0.50 0.50 0.50 Tc 1.00 1.20 3.00 3.00 3.00 TL 5.00 6.00 5.71 5.71 5.71 Am 0.24 0.30 0.25 0.16 0.20 An 0.30 0.40 0.30 0.20 0.30 Fa 1.00 1.00 1.00 1.00 1.00 Fv 2.00 2.25 32.48 31.18 25.98

Para el período de la estructura de 0.368 se tiene que utilizar la siguiente ecuación de Sa:

Sa = 0.337

CORTANTE SISMICO EN LA BASE.

Vs = 898.15 kN

COEFICIENTE DE ACELERACIÓN POR PISO

Se calcula por medio de la siguiente ecuación:

En donde:- Cvx se calcula por medio de la siguiente ecuación =

- mx = Masa del piso x donde esta ubicado el elemento estructural, en Mg.

- n = Numero de pisos del edificio.- hx = Altura del piso x, con respecto a la base del edificio.

- k se toma de acuerdo al periodoSi T <= 0.5 k = 1Si 0.5<T<=2.5 k=0.75 + 0.5 TSi T>2.5 k = 2.

- Vs = Cortante sismico en la base, en kN- g = Aceleración debida a la gravedad (9.8m/s2)- Sa = Coeficiente de aceleración espectral.

ITFaTo

AmAmSa

15.2

a

x

svxx S

gm

VCa 2

n

x

k

xx

k

xxvx

hm

hmC

1



Piso hi mx (Mg) k hik mx x hi

k Cvx ax3 7.65 29.29 1.000 7.65 224.06 0.20 0.6132 5.1 117.66 1.000 5.10 600.07 0.52 0.4091 2.55 125.30 1.000 2.55 319.51 0.28 0.204

1143.63 1.00

Para calcular la fuerza inercial a la que se somete un elemento no estructural, basta con multiplicar su masa por la aceleraciòn del piso en el que se encuentran sus apoyos o anclajes.

REVISION DE LOS ELEMENTOS NO ESTRUCTURALES

1- MURO NO ESTRUCTURAL

FUERZA SISMICA DE DISEÑO

h = 2.25 m Alturae = 0.125 m Espesorl = 3 m Longitud

Nivel= 3

VOLUMEN= 0.84 m3

DENSIDAD = 1.5 Mg/m3

PESO= 12.40 kN

MASA= 1.27 Mgax = 0.61

GRADO DE DESEMPEÑO Para el grupo de uso I, la NSR-98 permite utilizar un grado de desempeño bajo.

COEFICIENTE DE AMPLIFICACION ap 1

COEFICIENTE DE REDUCCION Rp 1.5

FUERZA SISMICA DE DISEÑO

5.069 kN > 1.55

Fp = 5.069 kN

FUERZA DE VIENTO

Como el muro en proceso de diseño es un muro interio, no esta sometido a cargas de viento.

FUERZAS INTERNASMODELO (Depende de las condiciones de apoyo del muro)ACCIONES DEBIDAS A LA FUERZA DE INERCIA

2.53

M max = 2.85 kN-m5.069

2.53

ACCIONES DEBIDAS AL DESPLAZAMIENTO DEL MURO POR DERIVA

0.0225 m0.0225 COMPONENTE HORIZONTAL

M max = 0.07 kN-m 0.124

v max = 0.06 kN COMPONENTE VERTICAL12.40 12.403

pa

p

p

px

p gMIA

gMR

AAF

2



ESFUERZOS TOTALES

M max = 2.92 kN-m

v max = 2.60 kNN max = 12.403 kN

Estos esfuerzos, o fuerzas internas, corresponden a cada metro de muro, medido longitudinalemente.

REVISION DE LAS DIMENSIONES DEL MURO (Por esfuerzos admisibles)

f`m= 6 MPa

CAPACIDAD DEL MURO

fa = 0.099 Mpa (Esfuerzo a compresion)fb = 1.683 Mpa (Esfuerzo a tensión)

Re = 0.91

0.9323 OK

Como la carga axial es muy pequeña, puede suponerse que el elemento funciona como una viga y no es neceario verificarla traccion en las juntas.

La capacidad de corte es:= 0.1605 MPa (Admisible)

fv = 0.039 MPa (Actuante)

OK

DIMENSIONAMIENTO DE LOS ANCLAJES

El muro se apoya directamente sobre la losa de hormigon. El anclaje debe resistir la cortante máxima de 2.60 kN

Fv = 226.8 MPa

Av = 11.4 mm2/m

Refuerzo 1No 3 cada 2.4 mSi la longitud del muro es menor de 2.4 m debe dejarse 1No 3 en los extremos del muro.

1´

3

´

5

m

b

em

a

f

f

Rf

f

3

40

´1Re

t

h

a

m ff

Fv 40

`



ANEXO

DATOS DE ENTRADA – ETABS



$ PROGRAM INFORMATION PROGRAM "ETABS" VERSION "8.4.8" $ CONTROLS UNITS "KN" "M" PREFERENCE MERGETOL 0.001 RLLF METHOD "TRIBAREAUBC97" USEDEFAULTMIN "YES" $ STORIES - IN SEQUENCE FROM TOP STORY "STORY4" HEIGHT 2.35 MASTERSTORY "Yes" STORY "STORY3" HEIGHT 2.35 STORY "STORY2" HEIGHT 2.35 STORY "STORY1" HEIGHT 2.35 STORY "BASE" ELEV 0$ DIAPHRAGM NAMES DIAPHRAGM "D1" DIAPHRAGM "D2" DIAPHRAGM "D3" $ GRIDS COORDSYSTEM "GLOBAL" TYPE "GENERAL" BUBBLESIZE 1.25 COORDSYSTEM "BOSQUE" TYPE "GENERAL" BUBBLESIZE 1.25 GENGRID "BOSQUE" LABEL "2" TYPE "LINE" XA 0 YA 0 XB 0 YB 7.25 GRIDTYPE "PRIMARY" STORYTOP "STORY4" STORYBOT "BASE" BUBBLESIZE 0.75 BUBBLELOC "DEFAULT" GRIDHIDE "NO" GENGRID "BOSQUE" LABEL "3" TYPE "LINE" XA 1.76999998092651 YA 0 XB 1.76999998092651 YB 7.25 GRIDTYPE "PRIMARY" STORYTOP "STORY4" STORYBOT "BASE" BUBBLESIZE 0.75 BUBBLELOC "DEFAULT" GRIDHIDE "NO" GENGRID "BOSQUE" LABEL "4" TYPE "LINE" XA 2.91000008583069 YA 0 XB 2.91000008583069 YB 7.25 GRIDTYPE "PRIMARY" STORYTOP "STORY4" STORYBOT "BASE" BUBBLESIZE 0.75 BUBBLELOC "DEFAULT" GRIDHIDE "NO" GENGRID "BOSQUE" LABEL "5" TYPE "LINE" XA 5.48999977111816 YA 0 XB 5.48999977111816 YB 7.25 GRIDTYPE "PRIMARY" STORYTOP "STORY4" STORYBOT "BASE" BUBBLESIZE 0.75 BUBBLELOC "DEFAULT" GRIDHIDE "NO" GENGRID "BOSQUE" LABEL "6" TYPE "LINE" XA 7.76000022888184 YA 0 XB 7.76000022888184 YB 7.25 GRIDTYPE "PRIMARY" STORYTOP "STORY4" STORYBOT "BASE" BUBBLESIZE 0.75 BUBBLELOC "DEFAULT" GRIDHIDE "NO" GENGRID "BOSQUE" LABEL "6'" TYPE "LINE" XA 8.52999973297119 YA 0 XB 8.52999973297119 YB 7.25 GRIDTYPE "PRIMARY" STORYTOP "STORY4" STORYBOT "BASE" BUBBLESIZE 0.75 BUBBLELOC "DEFAULT" GRIDHIDE "NO" GENGRID "BOSQUE" LABEL "E" TYPE "LINE" XA 0 YA 0 XB 8.52999973297119 YB 0 GRIDTYPE "PRIMARY" STORYTOP "STORY4" STORYBOT "BASE" BUBBLESIZE 0.75 BUBBLELOC "SWITCHED" GRIDHIDE "NO" GENGRID "BOSQUE" LABEL "D'" TYPE "LINE" XA 0 YA 1.12999999523163 XB 8.52999973297119 YB 1.12999999523163 GRIDTYPE "PRIMARY" STORYTOP "STORY4" STORYBOT "BASE" BUBBLESIZE 0.75 BUBBLELOC "SWITCHED" GRIDHIDE "NO" GENGRID "BOSQUE" LABEL "D" TYPE "LINE" XA 0 YA 1.89999997615814 XB 8.52999973297119 YB 1.89999997615814 GRIDTYPE "PRIMARY" STORYTOP "STORY4" STORYBOT "BASE" BUBBLESIZE 0.75 BUBBLELOC "SWITCHED" GRIDHIDE "NO" GENGRID "BOSQUE" LABEL "C" TYPE "LINE" XA 0 YA 3.65000009536743 XB 8.52999973297119 YB 3.65000009536743 GRIDTYPE "PRIMARY" STORYTOP "STORY4" STORYBOT "BASE" BUBBLESIZE 0.75 BUBBLELOC "SWITCHED" GRIDHIDE "NO" GENGRID "BOSQUE" LABEL "B" TYPE "LINE" XA 0 YA 5.51999998092651 XB 8.52999973297119 YB 5.51999998092651 GRIDTYPE "PRIMARY" STORYTOP "STORY4" STORYBOT "BASE" BUBBLESIZE 0.75 BUBBLELOC "SWITCHED" GRIDHIDE "NO" GENGRID "BOSQUE" LABEL "B'" TYPE "LINE" XA 0 YA 6.09999990463257 XB 8.52999973297119 YB 6.09999990463257 GRIDTYPE "PRIMARY" STORYTOP "STORY4" STORYBOT "BASE" BUBBLESIZE 0.75 BUBBLELOC "SWITCHED" GRIDHIDE "NO" GENGRID "BOSQUE" LABEL "A" TYPE "LINE" XA 0 YA 7.25 XB 8.52999973297119 YB 7.25 GRIDTYPE "PRIMARY" STORYTOP "STORY4" STORYBOT "BASE" BUBBLESIZE 0.75 BUBBLELOC "SWITCHED" GRIDHIDE "NO" $ MATERIAL PROPERTIES MATERIAL "STEEL" M 7.8271 W 76.81955 TYPE "ISOTROPIC" E 1.99948E+08 U 0.3 A 1.16999999590917E-05 MATERIAL "STEEL" DESIGNTYPE "STEEL" FY 344737.9 FU 448159.3 PRICE 271447.2 MATERIAL "CONC21" M 2.4 W 24 TYPE "ISOTROPIC" E 1.787204E+07 U 0.2 A 9.89999989542412E-06 MATERIAL "CONC21" DESIGNTYPE "CONCRETE" FY 413685.5 FC 21000 FYS 413685.5 MATERIAL "OTHER" M 7.8271 W 76.81955 TYPE "ISOTROPIC" E 1.99948E+08 U 0.3 A 1.16999999590917E-05 MATERIAL "OTHER" DESIGNTYPE "OTHER" MATERIAL "CONC0" M 0 W 0 TYPE "ISOTROPIC" E 1.787204E+07 U 0.2 A 9.89999989542412E-06 MATERIAL "CONC0" DESIGNTYPE "CONCRETE" FY 413685.5 FC 21000 FYS 413685.5$ FRAME SECTIONS FRAMESECTION "FSEC1" MATERIAL "CONC21" SHAPE "Rectangular" D 0.5 B 0.3 FRAMESECTION "C25X25" MATERIAL "CONC21" SHAPE "Rectangular" D 0.25 B 0.25



FRAMESECTION "V25X30" MATERIAL "CONC21" SHAPE "Rectangular" D 0.3 B 0.25 FRAMESECTION "V15X15" MATERIAL "CONC0" SHAPE "Rectangular" D 0.15 B 0.15$ CONCRETE SECTIONS CONCRETESECTION "FSEC1" TYPE "COLUMN" PATTERN "R-3-3" TRANSREINF "TIES" COVER 0.05 REBAR "#9" DESIGNCHECK "DESIGN" CONCRETESECTION "C25X25" TYPE "COLUMN" PATTERN "R-3-3" TRANSREINF "TIES" COVER 0.04572 REBAR "#9" DESIGNCHECK "DESIGN" CONCRETESECTION "V25X30" TYPE "COLUMN" PATTERN "R-3-3" TRANSREINF "TIES" COVER 0.04572 REBAR "#9" DESIGNCHECK "DESIGN" CONCRETESECTION "V15X15" TYPE "COLUMN" PATTERN "R-3-3" TRANSREINF "TIES" COVER 0.015 REBAR "#9" DESIGNCHECK "DESIGN" $ WALL/SLAB/DECK PROPERTIES SHELLPROP "WALL1" MATERIAL "CONC21" PROPTYPE "WALL" TYPE "SHELL" PLATETYPE "THIN" TM 0.25 TB 0.25 SHELLPROP "SLAB1" MATERIAL "CONC21" PROPTYPE "SLAB" TYPE "SHELL" PLATETYPE "THIN" TM 0.25 TB 0.25 SHELLPROP "DECK1" PROPTYPE "DECK" TYPE "MEMBRANE" SHELLPROP "DECK1" DECKTYPE "FILLED" CONCMATERIAL "CONC21" SLABDEPTH 0.0889 SHELLPROP "DECK1" RIBDEPTH 0.0762 RIBWIDTH 0.152400001883507 RIBSPACING 0.3048 WEIGHT 0.1101246 SHELLPROP "DECK1" STUDDIA 0.01905 STUDHEIGHT 0.1524 STUDSTRENGTH 413685.5 SHELLPROP "PLANK1" MATERIAL "CONC21" PROPTYPE "SLAB" TYPE "MEMBRANE" ONEWAY "YES" TM 0.25 TB 0.25 SHELLPROP "PLACA" MATERIAL "CONC0" PROPTYPE "SLAB" TYPE "MEMBRANE" ONEWAY "YES" TM 0.1 TB 0.1 SHELLPROP "PL15" MATERIAL "CONC0" PROPTYPE "SLAB" TYPE "SHELL" PLATETYPE "THIN" TM 0.15 TB 0.15 SHELLPROP "PLANK1" F11MOD 0.01 F22MOD 0.01$ LINK PROPERTIES LINKPROP "NLPR1" TYPE "DAMPER" LINKPROP "NLPR1" DOF "U1"$ PIER/SPANDREL NAMES PIERNAME "P1" SPANDRELNAME "S1" $ POINT COORDINATES POINT "1" 0 0 POINT "193" 1.77 0 POINT "194" 2.91 0 POINT "195" 7.76 0 POINT "196" 5.49 1.12999999523163 POINT "197" 7.76 1.12999999523163 POINT "198" 2.91 1.89999997615814 POINT "199" 0 3.65000009536743 POINT "200" 1.77 3.65000009536743 POINT "201" 5.49 3.65000009536743 POINT "202" 7.76 3.65000009536743 POINT "203" 2.91 5.51999998092651 POINT "204" 5.49 6.09999990463257 POINT "205" 7.76 6.09999990463257 POINT "206" 0 7.25 POINT "207" 1.77 7.25 POINT "208" 2.91 7.25 POINT "209" 7.76 7.25 POINT "210" 8.53 0 POINT "211" 1.77 1.89999997615814 POINT "212" 2.91 3.65000009536743 POINT "213" 8.53 3.65000009536743 POINT "214" 1.77 5.51999998092651 POINT "215" 8.53 7.25 POINT "216" 2.91 1.12999999523163 POINT "217" 8.53 1.12999999523163 POINT "218" 7.11 0 POINT "219" 7.11 1.12999999523163 POINT "220" 8.53 6.09999990463257 POINT "221" 2.91 6.09999990463257 POINT "222" 7.11 6.09999990463257 POINT "223" 7.11 7.25 POINT "224" 2.91 2.57999992370605 POINT "225" 2.91 4.84000015258789 POINT "226" 5.49 0 POINT "227" 5.49 2.57999992370605



POINT "228" 5.49 4.84000015258789 POINT "229" 5.49 7.25 POINT "230" 1.77 2.57999992370605 POINT "231" 1.77 4.84000015258789 $ LINE CONNECTIVITIES LINE "C1" COLUMN "1" "1" 1 LINE "C17" COLUMN "193" "193" 1 LINE "C18" COLUMN "194" "194" 1 LINE "C19" COLUMN "195" "195" 1 LINE "C20" COLUMN "196" "196" 1 LINE "C21" COLUMN "197" "197" 1 LINE "C22" COLUMN "198" "198" 1 LINE "C23" COLUMN "199" "199" 1 LINE "C24" COLUMN "200" "200" 1 LINE "C25" COLUMN "201" "201" 1 LINE "C26" COLUMN "202" "202" 1 LINE "C27" COLUMN "203" "203" 1 LINE "C28" COLUMN "204" "204" 1 LINE "C29" COLUMN "205" "205" 1 LINE "C30" COLUMN "206" "206" 1 LINE "C31" COLUMN "207" "207" 1 LINE "C32" COLUMN "208" "208" 1 LINE "C33" COLUMN "209" "209" 1 LINE "C34" COLUMN "230" "230" 1 LINE "C35" COLUMN "227" "227" 1 LINE "C36" COLUMN "231" "231" 1 LINE "C37" COLUMN "228" "228" 1 LINE "B59" BEAM "1" "193" 0 LINE "B60" BEAM "193" "194" 0 LINE "B61" BEAM "194" "195" 0 LINE "B62" BEAM "195" "210" 0 LINE "B63" BEAM "211" "198" 0 LINE "B64" BEAM "198" "196" 0 LINE "B65" BEAM "196" "197" 0 LINE "B66" BEAM "199" "200" 0 LINE "B67" BEAM "200" "212" 0 LINE "B68" BEAM "212" "201" 0 LINE "B69" BEAM "201" "202" 0 LINE "B70" BEAM "202" "213" 0 LINE "B71" BEAM "214" "203" 0 LINE "B72" BEAM "203" "204" 0 LINE "B73" BEAM "204" "205" 0 LINE "B74" BEAM "206" "207" 0 LINE "B75" BEAM "207" "208" 0 LINE "B76" BEAM "208" "209" 0 LINE "B77" BEAM "209" "215" 0 LINE "B78" BEAM "1" "199" 0 LINE "B79" BEAM "199" "206" 0 LINE "B80" BEAM "193" "200" 0 LINE "B81" BEAM "200" "207" 0 LINE "B82" BEAM "194" "198" 0 LINE "B83" BEAM "198" "203" 0 LINE "B84" BEAM "203" "208" 0 LINE "B85" BEAM "196" "201" 0 LINE "B86" BEAM "201" "204" 0 LINE "B87" BEAM "195" "197" 0 LINE "B88" BEAM "197" "202" 0 LINE "B89" BEAM "202" "205" 0 LINE "B90" BEAM "205" "209" 0 LINE "B91" BEAM "200" "201" 0 LINE "B94" BEAM "198" "224" 0 LINE "B95" BEAM "225" "203" 0 LINE "B96" BEAM "230" "227" 0 LINE "B97" BEAM "231" "228" 0 LINE "B98" BEAM "211" "230" 0 LINE "B99" BEAM "230" "231" 0 LINE "B100" BEAM "231" "214" 0$ AREA CONNECTIVITIES AREA "F40" FLOOR 4 "1" "193" "200" "199" 0 0 0 0



AREA "F41" FLOOR 4 "193" "194" "198" "211" 0 0 0 0 AREA "F42" FLOOR 3 "216" "196" "198" 0 0 0 AREA "F43" FLOOR 4 "211" "198" "212" "200" 0 0 0 0 AREA "F44" FLOOR 4 "198" "196" "201" "212" 0 0 0 0 AREA "F45" FLOOR 4 "196" "197" "202" "201" 0 0 0 0 AREA "F46" FLOOR 4 "195" "210" "217" "197" 0 0 0 0 AREA "F47" FLOOR 4 "218" "195" "197" "219" 0 0 0 0 AREA "F48" FLOOR 4 "197" "217" "213" "202" 0 0 0 0 AREA "F49" FLOOR 4 "199" "200" "207" "206" 0 0 0 0 AREA "F50" FLOOR 4 "200" "212" "203" "214" 0 0 0 0 AREA "F51" FLOOR 4 "214" "203" "208" "207" 0 0 0 0 AREA "F52" FLOOR 4 "212" "201" "204" "203" 0 0 0 0 AREA "F53" FLOOR 4 "201" "202" "205" "204" 0 0 0 0 AREA "F54" FLOOR 4 "202" "213" "220" "205" 0 0 0 0 AREA "F55" FLOOR 3 "203" "204" "221" 0 0 0 AREA "F56" FLOOR 4 "222" "205" "209" "223" 0 0 0 0 AREA "F57" FLOOR 4 "205" "220" "215" "209" 0 0 0 0 AREA "F58" FLOOR 4 "194" "226" "196" "198" 0 0 0 0 AREA "F59" FLOOR 4 "226" "195" "197" "196" 0 0 0 0 AREA "F60" FLOOR 4 "224" "198" "196" "227" 0 0 0 0 AREA "F61" FLOOR 4 "225" "228" "204" "203" 0 0 0 0 AREA "F62" FLOOR 4 "203" "204" "229" "208" 0 0 0 0 AREA "F63" FLOOR 4 "204" "205" "209" "229" 0 0 0 0 AREA "F65" FLOOR 4 "211" "198" "224" "230" 0 0 0 0 AREA "F66" FLOOR 4 "231" "225" "203" "214" 0 0 0 0 AREA "F67" FLOOR 4 "230" "227" "228" "231" 0 0 0 0 $ POINT ASSIGNS POINTASSIGN "1" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "193" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "194" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "195" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "196" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "197" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "198" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "199" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "200" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "201" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "202" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "203" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "204" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "205" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "206" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "207" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "208" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "209" "BASE" RESTRAINT "UX UY UZ RX RY RZ" $ LINE ASSIGNS LINEASSIGN "C1" "STORY1" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C17" "STORY1" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C18" "STORY1" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C19" "STORY1" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C20" "STORY1" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C21" "STORY1" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C22" "STORY1" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C23" "STORY1" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C24" "STORY1" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C25" "STORY1" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C26" "STORY1" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C27" "STORY1" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C28" "STORY1" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C29" "STORY1" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C30" "STORY1" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C31" "STORY1" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C32" "STORY1" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C33" "STORY1" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "B59" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B60" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES"



LINEASSIGN "B61" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B62" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B63" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B64" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B65" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B66" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B67" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B68" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B69" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B70" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B71" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B72" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B73" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B74" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B75" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B76" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B77" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B78" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B79" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B80" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B81" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B82" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B83" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B84" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B85" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B86" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B87" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B88" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B89" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B90" "STORY1" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "C1" "STORY2" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C17" "STORY2" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C18" "STORY2" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C19" "STORY2" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C20" "STORY2" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C21" "STORY2" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C22" "STORY2" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C23" "STORY2" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C24" "STORY2" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES"



LINEASSIGN "C25" "STORY2" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C26" "STORY2" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C27" "STORY2" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C28" "STORY2" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C29" "STORY2" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C30" "STORY2" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C31" "STORY2" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C32" "STORY2" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C33" "STORY2" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "B59" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B60" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B61" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B62" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B63" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B64" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B65" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B66" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B69" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B70" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B71" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B72" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B73" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B74" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B75" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B76" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B77" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B78" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B79" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B80" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B81" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B82" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B84" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B85" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B86" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B87" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B88" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B89" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B90" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B91" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES"



LINEASSIGN "B94" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B95" "STORY2" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "C1" "STORY3" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C17" "STORY3" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C18" "STORY3" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C19" "STORY3" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C20" "STORY3" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C21" "STORY3" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C22" "STORY3" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C23" "STORY3" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C24" "STORY3" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C25" "STORY3" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C26" "STORY3" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C27" "STORY3" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C28" "STORY3" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C29" "STORY3" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C30" "STORY3" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C31" "STORY3" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C32" "STORY3" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C33" "STORY3" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "B59" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B60" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B61" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B62" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B63" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B64" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B65" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B66" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B69" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B70" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B71" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B72" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B73" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B74" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B75" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B76" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B77" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B78" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B79" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B80" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B81" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B82" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B84" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES"



LINEASSIGN "B85" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B86" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B87" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B88" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B89" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B90" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B91" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B94" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B95" "STORY3" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "C34" "STORY4" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C35" "STORY4" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C36" "STORY4" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "C37" "STORY4" SECTION "C25X25" ANG 0 MINNUMSTA 11 MESH "POINTSANDLINES" LINEASSIGN "B96" "STORY4" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B97" "STORY4" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B98" "STORY4" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B99" "STORY4" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" LINEASSIGN "B100" "STORY4" SECTION "V25X30" ANG 0 MINNUMSTA 11 CARDINALPT 8 MESH "POINTSANDLINES" $ AREA ASSIGNS AREAASSIGN "F40" "STORY1" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F41" "STORY1" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F42" "STORY1" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F43" "STORY1" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F44" "STORY1" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F45" "STORY1" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F46" "STORY1" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F47" "STORY1" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F48" "STORY1" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F49" "STORY1" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F50" "STORY1" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F51" "STORY1" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F52" "STORY1" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F53" "STORY1" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F54" "STORY1" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F55" "STORY1" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F56" "STORY1" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F57" "STORY1" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F40" "STORY2" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F41" "STORY2" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F58" "STORY2" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F59" "STORY2" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F46" "STORY2" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F60" "STORY2" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F45" "STORY2" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F48" "STORY2" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F49" "STORY2" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F61" "STORY2" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F53" "STORY2" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F54" "STORY2" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F51" "STORY2" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F62" "STORY2" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F63" "STORY2" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F57" "STORY2" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F40" "STORY3" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F41" "STORY3" SECTION "PL15" OBJMESHTYPE "DEFAULT"



AREAASSIGN "F58" "STORY3" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F59" "STORY3" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F46" "STORY3" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F60" "STORY3" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F45" "STORY3" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F48" "STORY3" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F49" "STORY3" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F61" "STORY3" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F53" "STORY3" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F54" "STORY3" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F51" "STORY3" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F62" "STORY3" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F63" "STORY3" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F57" "STORY3" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F65" "STORY4" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F66" "STORY4" SECTION "PL15" OBJMESHTYPE "DEFAULT" AREAASSIGN "F67" "STORY4" SECTION "PL15" OBJMESHTYPE "DEFAULT"$ STATIC LOADS LOADCASE "D" TYPE "DEAD" SELFWEIGHT 0 LOADCASE "L" TYPE "LIVE" SELFWEIGHT 0 LOADCASE "PP" TYPE "DEAD" SELFWEIGHT 1$ LINE OBJECT LOADS LINELOAD "B59" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B60" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B61" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B62" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B65" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B73" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B74" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B75" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B76" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B77" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B78" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B79" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B59" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B60" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B61" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B62" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B74" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B75" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B76" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B77" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B78" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B79" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B59" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B60" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B61" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B62" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B74" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B75" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B76" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B77" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B78" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B79" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.75 LINELOAD "B63" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 21.2 LINELOAD "B71" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 21.2 LINELOAD "B63" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 21.2 LINELOAD "B71" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 21.2 LINELOAD "B63" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 6 LINELOAD "B71" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 6 LINELOAD "B63" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 6 LINELOAD "B71" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 6 LINELOAD "B84" "STORY1" TYPE "TRAPF" DIR "GRAV" LC "D" FSTART 20.8 FEND 20.8 RDSTART 0.25 RDEND 1 LINELOAD "B82" "STORY1" TYPE "TRAPF" DIR "GRAV" LC "D" FSTART 20.8 FEND 20.8 RDSTART 0 RDEND 0.75 LINELOAD "B85" "STORY1" TYPE "TRAPF" DIR "GRAV" LC "D" FSTART 21.2 FEND 21.2 RDSTART 0.6 RDEND 1 LINELOAD "B86" "STORY1" TYPE "TRAPF" DIR "GRAV" LC "D" FSTART 21.2 FEND 21.2 RDSTART 0 RDEND 0.4 LINELOAD "B85" "STORY2" TYPE "TRAPF" DIR "GRAV" LC "D" FSTART 21.2 FEND 21.2 RDSTART 0.6 RDEND 1



LINELOAD "B86" "STORY2" TYPE "TRAPF" DIR "GRAV" LC "D" FSTART 21.2 FEND 21.2 RDSTART 0 RDEND 0.4 LINELOAD "B85" "STORY1" TYPE "TRAPF" DIR "GRAV" LC "L" FSTART 6 FEND 6 RDSTART 0.6 RDEND 1 LINELOAD "B85" "STORY2" TYPE "TRAPF" DIR "GRAV" LC "L" FSTART 6 FEND 6 RDSTART 0.6 RDEND 1 LINELOAD "B86" "STORY1" TYPE "TRAPF" DIR "GRAV" LC "L" FSTART 6 FEND 6 RDSTART 0 RDEND 0.4 LINELOAD "B86" "STORY2" TYPE "TRAPF" DIR "GRAV" LC "L" FSTART 6 FEND 6 RDSTART 0 RDEND 0.4 LINELOAD "B82" "STORY1" TYPE "TRAPF" DIR "GRAV" LC "L" FSTART 6 FEND 6 RDSTART 0 RDEND 0.4 LINELOAD "B84" "STORY1" TYPE "TRAPF" DIR "GRAV" LC "L" FSTART 6 FEND 6 RDSTART 0.6 RDEND 1 $ AREA OBJECT LOADS AREALOAD "F40" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F41" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F42" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F43" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F44" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F45" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F46" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F47" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F48" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F49" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F50" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F51" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F52" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F53" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F54" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F55" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F56" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F57" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F40" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F41" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F58" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F59" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F46" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F60" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F45" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F48" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F49" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F61" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F53" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F54" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F51" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F62" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F63" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F57" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F40" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F41" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F58" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F59" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F46" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F60" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F45" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F48" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F49" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F61" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F53" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F54" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F51" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F62" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F63" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F57" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 7.4 AREALOAD "F40" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F41" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F42" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F43" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F44" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F45" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F46" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F47" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F48" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F49" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F50" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8



AREALOAD "F51" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F52" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F53" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F54" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F55" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F56" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F57" "STORY1" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F40" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F41" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F58" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F59" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F46" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F60" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F45" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F48" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F49" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F61" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F53" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F54" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F51" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F62" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F63" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F57" "STORY2" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F40" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F41" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F58" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F59" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F46" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F60" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F45" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F48" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F49" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F61" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F53" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F54" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F51" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F62" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F63" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F57" "STORY3" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F65" "STORY4" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F66" "STORY4" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F67" "STORY4" TYPE "UNIFF" DIR "GRAV" LC "L" FVAL 1.8 AREALOAD "F67" "STORY4" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.4 AREALOAD "F65" "STORY4" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.4 AREALOAD "F66" "STORY4" TYPE "UNIFF" DIR "GRAV" LC "D" FVAL 6.4$ ANALYSIS OPTIONS ACTIVEDOF "UX UY UZ RX RY RZ" DYNAMICS MODES 9 MODETYPE "EIGEN" TOL 0.0000001 MASSOPTIONS GRAVITY 9.80665 SOURCE "MASSANDLOADS" LATERALONLY "YES" STORYLEVELONLY "YES" MASSOPTIONS LOAD "D" FACTOR 1 MASSOPTIONS LOAD "L" FACTOR 0.5$ FUNCTIONS FUNCTION "MZSZONA4" FUNCTYPE "SPECTRUM" SPECTYPE "USER" FUNCTION "MZSZONA4" TIMEVAL "0 0.16 0.05 0.184 0.1 0.208 0.15 0.232 0.2 0.256 0.25 0.28 0.3 0.304 0.35 0.328" FUNCTION "MZSZONA4" TIMEVAL "00.4 0.352 0.45 0.376 0.5 0.4 0.55 0.4 0.6 0.4 0.65 0.4 0.7 0.4 0.75 0.4" FUNCTION "MZSZONA4" TIMEVAL "00.8 0.4 0.85 0.4 0.9 0.4 0.95 0.4 1 0.4 1.05 0.4 1.1 0.4 1.15 0.4" FUNCTION "MZSZONA4" TIMEVAL "01.2 0.4 1.25 0.4 1.3 0.4 1.35 0.4 1.4 0.4 1.45 0.4 1.5 0.4 1.55 0.4" FUNCTION "MZSZONA4" TIMEVAL "01.6 0.4 1.65 0.4 1.7 0.4 1.75 0.4 1.8 0.4 1.85 0.4 1.9 0.4 1.95 0.4" FUNCTION "MZSZONA4" TIMEVAL "02 0.4 2.05 0.4 2.1 0.4 2.15 0.4 2.2 0.4 2.25 0.4 2.3 0.4 2.35 0.4" FUNCTION "MZSZONA4" TIMEVAL "02.4 0.4 2.45 0.4 2.5 0.4 2.55 0.4 2.6 0.4 2.65 0.4 2.7 0.4 2.75 0.4" FUNCTION "MZSZONA4" TIMEVAL "02.8 0.4 2.85 0.4 2.9 0.4 2.95 0.4 3 0.4 3.05 0.384 3.1 0.369 3.15 0.354" FUNCTION "MZSZONA4" TIMEVAL "03.2 0.34 3.25 0.327 3.3 0.315 3.35 0.304 3.4 0.293 3.45 0.282 3.5 0.272 3.55 0.263"



FUNCTION "MZSZONA4" TIMEVAL "03.6 0.254 3.65 0.245 3.7 0.237 3.75 0.229 3.8 0.222 3.85 0.214 3.9 0.208 3.95 0.201" FUNCTION "MZSZONA4" TIMEVAL "04 0.195 4.05 0.189 4.1 0.183 4.15 0.178 4.2 0.172 4.25 0.167 4.3 0.163 4.35 0.158" FUNCTION "MZSZONA4" TIMEVAL "04.4 0.154 4.45 0.149 4.5 0.145 4.55 0.141 4.6 0.137 4.65 0.134 4.7 0.13 4.75 0.127" FUNCTION "MZSZONA4" TIMEVAL "04.8 0.124 4.85 0.12 4.9 0.117 4.95 0.114 5 0.112 5.05 0.109 5.1 0.106 5.15 0.104" FUNCTION "MZSZONA4" TIMEVAL "05.2 0.101 5.25 0.099 5.3 0.096 5.35 0.094 5.4 0.092 5.45 0.09 5.5 0.088 5.55 0.086" FUNCTION "MZSZONA4" TIMEVAL "05.6 0.084 5.65 0.082 5.7 0.08 5.75 0.08 5.8 0.08 5.85 0.08 5.9 0.08 5.95 0.08" FUNCTION "MZSZONA4" TIMEVAL "06 0.08 6.05 0.08 6.1 0.08 6.15 0.08 6.2 0.08 6.25 0.08 6.3 0.08 6.35 0.08" FUNCTION "MZSZONA4" TIMEVAL "06.4 0.08 6.45 0.08 6.5 0.08" $ RESPONSE SPECTRUM CASES RSCASE "SX" DAMP 0.05 DIRCOMBO "SRSS" ANG 0 ECCENTRICITY 0.05 RSCASE "SX" FUNC1 "MZSZONA4" SF1 10.68 RSCASE "SX" MODECOMBO "CQC" RSCASE "SY" DAMP 0.05 DIRCOMBO "SRSS" ANG 0 ECCENTRICITY 0.05 RSCASE "SY" FUNC2 "MZSZONA4" SF2 11.29 RSCASE "SY" MODECOMBO "CQC"$ LOAD COMBINATIONS COMBO "DPP" TYPE "ADD" COMBO "DPP" LOAD "D" SF 1 COMBO "DPP" LOAD "PP" SF 1 COMBO "DIS1" TYPE "ADD" COMBO "DIS1" LOAD "D" SF 1.4 COMBO "DIS1" LOAD "PP" SF 1.4 COMBO "DIS1" LOAD "L" SF 1.7 COMBO "DIS2XC" TYPE "ADD" COMBO "DIS2XC" LOAD "D" SF 1.05 COMBO "DIS2XC" LOAD "PP" SF 1.05 COMBO "DIS2XC" LOAD "L" SF 1.28 COMBO "DIS2XC" SPEC "SX" SF 0.22 COMBO "DIS2XC" SPEC "SY" SF 0.07 COMBO "DIS2YC" TYPE "ADD" COMBO "DIS2YC" LOAD "D" SF 1.05 COMBO "DIS2YC" LOAD "PP" SF 1.05 COMBO "DIS2YC" LOAD "L" SF 1.28 COMBO "DIS2YC" SPEC "SY" SF 0.22 COMBO "DIS2YC" SPEC "SX" SF 0.07 COMBO "DIS3XC" TYPE "ADD" COMBO "DIS3XC" LOAD "D" SF 0.9 COMBO "DIS3XC" LOAD "PP" SF 0.9 COMBO "DIS3XC" SPEC "SX" SF 0.22 COMBO "DIS3XC" SPEC "SY" SF 0.07 COMBO "DIS3YC" TYPE "ADD" COMBO "DIS3YC" LOAD "D" SF 0.9 COMBO "DIS3YC" LOAD "PP" SF 0.9 COMBO "DIS3YC" SPEC "SY" SF 0.22 COMBO "DIS3YC" SPEC "SX" SF 0.07 COMBO "DIS2XV" TYPE "ADD" COMBO "DIS2XV" LOAD "D" SF 1.05 COMBO "DIS2XV" LOAD "PP" SF 1.05 COMBO "DIS2XV" LOAD "L" SF 1.28 COMBO "DIS2XV" SPEC "SX" SF 0.22 COMBO "DIS2YV" TYPE "ADD" COMBO "DIS2YV" LOAD "D" SF 1.05 COMBO "DIS2YV" LOAD "PP" SF 1.05 COMBO "DIS2YV" LOAD "L" SF 1.28 COMBO "DIS2YV" SPEC "SY" SF 0.22 COMBO "DIS3XV" TYPE "ADD" COMBO "DIS3XV" LOAD "D" SF 0.9 COMBO "DIS3XV" LOAD "PP" SF 0.9 COMBO "DIS3XV" SPEC "SX" SF 0.22 COMBO "DIS3YV" TYPE "ADD" COMBO "DIS3YV" LOAD "D" SF 0.9 COMBO "DIS3YV" LOAD "PP" SF 0.9



COMBO "DIS3YV" SPEC "SY" SF 0.22 COMBO "COLUMNAS" TYPE "ENVELOPE" COMBO "COLUMNAS" COMBO "DIS1" SF 1 COMBO "COLUMNAS" COMBO "DIS2XC" SF 1 COMBO "COLUMNAS" COMBO "DIS2YC" SF 1 COMBO "COLUMNAS" COMBO "DIS3XC" SF 1 COMBO "COLUMNAS" COMBO "DIS3YC" SF 1 COMBO "VIGAS" TYPE "ENVELOPE" COMBO "VIGAS" COMBO "DIS1" SF 1 COMBO "VIGAS" COMBO "DIS2XV" SF 1 COMBO "VIGAS" COMBO "DIS2YV" SF 1 COMBO "VIGAS" COMBO "DIS3XV" SF 1 COMBO "VIGAS" COMBO "DIS3YV" SF 1$ STEEL DESIGN PREFERENCES STEELPREFERENCE CODE "AISC-LRFD93" THDESIGN "ENVELOPES" FRAMETYPE "MOMENT FRAME" STEELPREFERENCE CONSIDERDEFLECTION "YES" RELATIVEDEFLECTION "BOTH" STEELPREFERENCE DLDEFLECTIONLIMIT 120 SLDEFLECTIONLIMIT 120 LLDEFLECTIONLIMIT 360 TLDEFLECTIONLIMIT 240 TLMCDEFLECTIONLIMIT 240 STEELPREFERENCE DLDEFLECTIONLIMITABS 0.0254 SLDEFLECTIONLIMITABS 0.0254 LLDEFLECTIONLIMITABS 0.0254 TLDEFLECTIONLIMITABS 0.0254 TLMCDEFLECTIONLIMITABS 0.0254 STEELPREFERENCE CALCULATECAMBER "NO" PERCENTCAMBERWDL 1 CAMBERRELMAXLIMIT 180 CAMBERIGNORELIMIT 0.01905 STEELPREFERENCE CAMBERABSMAXLIMIT 0.1016 CAMBERINTERVAL 0.00635 CAMBERROUNDDOWN "YES" STEELPREFERENCE PATTERNLLF 0.75 MAXITERATION 1 SRLIMIT 0.95 $ CONCRETE DESIGN PREFERENCES CONCRETEPREFERENCE CODE "ACI 318-99" THDESIGN "ENVELOPES" CONSIDERMINECCENTRICITY "YES" CONCRETEPREFERENCE NUMINTERCURVES 24 NUMINTERPOINTS 11 PATTERNLLF 0.75 UFLIMIT 0.95 CONCRETEPREFERENCE PHIBENDING 0.9 PHICOMP(T) 0.7 PHICOMP(S) 0.75 PHISHEAR 0.85$ COMPOSITE DESIGN PREFERENCES COMPOSITEPREFERENCE CODE "AISC-LRFD93" COMPOSITEPREFERENCE PHI-B 0.9 PHI-BCNE 0.9 PHI-BCNP 0.85 PHI-BCPE 0.9 PHI-BCPP 0.85 PHI-V 0.9 COMPOSITEPREFERENCE SHORED "NO" %MIDDLERANGE 70 PATTERNLLF 0.75 SRLIMIT 1 SINGLESEGMENT "NO" STUDINCREASEFACTOR 1 MINNUMEXTRASTUDS 0 COMPOSITEPREFERENCE DLLIMIT 0 SLLIMIT 120 LLLIMIT 360 TLLIMIT 240 CREEPFACTOR 1 COMPOSITEPREFERENCE %DLCAMBER 100 CAMBERIGNORE 0.01905 CAMBERABSMAX 0.1016 CAMBERRELMAX 180 CAMBERINTERVAL 0.00635 CAMBERROUNDDOWN "YES" COMPOSITEPREFERENCE %VIBLL 25 CONSIDERFREQ "NO" MINFREQ 8 CONSIDERDAMP "NO" %INHERENTDAMP 4 COMPOSITEPREFERENCE OPTIMIZEPRICE "NO" CONNECTORPRICE 0 CAMBERPRICE 0$ WALL DESIGN PREFERENCES WALLPREFERENCE CODE "UBC97" THDESIGN "ENVELOPES" WALLPREFERENCE REBARUNITS "in^2" REBAR/LENGTHUNITS "in^2/ft" WALLPREFERENCE PHI-B 0.9 PHI-C 0.7 PHI-VNS 0.85 PHI-VS 0.6 PMAXFACTOR 0.8 WALLPREFERENCE NUMCURVES 24 NUMPOINTS 11 WALLPREFERENCE PTMAX 0.06 PCMAX 0.04 IPMAX 0.02 IPMIN 0.0025 WALLPREFERENCE UFLIMIT 0.95$ SPECIAL SEISMIC DATA SPECIALSEISMICDATA USEFORDESIGN "YES" $ DIMENSION LINES DIMENSIONLINE XI 0 YI 0 ZI 0 XJ 0 YJ 6 ZJ 0 XC -0.75 YC 3 ZC 0 DIMENSIONLINE XI 0 YI 6 ZI 0 XJ 0 YJ 12 ZJ 0 XC -0.75 YC 9 ZC 0 DIMENSIONLINE XI 0 YI 12 ZI 0 XJ 0 YJ 18 ZJ 0 XC -0.75 YC 15 ZC 0 DIMENSIONLINE XI 0 YI 18 ZI 0 XJ 6 YJ 18 ZJ 0 XC 3 YC 18.75 ZC 0 DIMENSIONLINE XI 6 YI 18 ZI 0 XJ 12 YJ 18 ZJ 0 XC 9 YC 18.75 ZC 0 DIMENSIONLINE XI 12 YI 18 ZI 0 XJ 18 YJ 18 ZJ 0 XC 15 YC 18.75 ZC 0 DIMENSIONLINE XI 2.91 YI 0 ZI 4.7 XJ 5.49 YJ 0 ZJ 4.7 XC 4.2 YC -0.993333 ZC 4.7 DIMENSIONLINE XI 5.49 YI 0 ZI 4.7 XJ 7.76 YJ 0 ZJ 4.7 XC 6.625 YC -0.5738831 ZC 4.7 DIMENSIONLINE XI 1.77 YI 0 ZI 9.4 XJ 5.49 YJ 0 ZJ 9.4 XC 3.63 YC -1.007403 ZC 9.4 END$ END OF MODEL FILE



ANEXODATOS DE SALIDA – ETABS .



ETABS v8.4.8 File:MODELO EL BOSQUE Units:KN-m Noviembre 21, 2007 2:33 PAGE 1P O I N T D I S P L A C E M E N T SSTORY POINT LOAD UX UY UZ RX RY RZSTORY4 227 SX 0.0397 0.0004 0.0002 0.00006 0.00076 0.00009 STORY4 227 SY 0.0042 0.0363 0.0001 0.00067 0.00009 0.00432STORY4 228 SX 0.0396 0.0004 0.0002 0.00006 0.00077 0.00014 STORY4 228 SY 0.0055 0.0363 0.0001 0.00067 0.00012 0.00431STORY4 230 SX 0.0397 0.0002 0.0003 0.00009 0.00069 0.00014 STORY4 230 SY 0.0042 0.0450 0.0002 0.00047 0.00008 0.00431STORY4 231 SX 0.0396 0.0002 0.0003 0.00007 0.00070 0.00009 STORY4 231 SY 0.0055 0.0450 0.0001 0.00048 0.00010 0.00431STORY3 1 SX 0.0353 0.0002 0.0008 0.00005 0.00096 0.00010 STORY3 1 SY 0.0139 0.0463 0.0002 0.00179 0.00047 0.00389STORY3 193 SX 0.0353 0.0002 0.0002 0.00025 0.00068 0.00009 STORY3 193 SY 0.0139 0.0414 0.0004 0.00153 0.00027 0.00391STORY3 194 SX 0.0353 0.0002 0.0005 0.00018 0.00081 0.00010 STORY3 194 SY 0.0139 0.0385 0.0009 0.00141 0.00044 0.00391STORY3 195 SX 0.0353 0.0006 0.0002 0.00022 0.00146 0.00010 STORY3 195 SY 0.0139 0.0310 0.0008 0.00140 0.00046 0.00390STORY3 196 SX 0.0352 0.0004 0.0002 0.00010 0.00057 0.00010 STORY3 196 SY 0.0095 0.0334 0.0003 0.00074 0.00017 0.00391 STORY3 197 SX 0.0352 0.0006 0.0005 0.00015 0.00114 0.00010 STORY3 197 SY 0.0095 0.0310 0.0003 0.00082 0.00031 0.00389 STORY3 198 SX 0.0352 0.0002 0.0002 0.00004 0.00060 0.00010 STORY3 198 SY 0.0065 0.0385 0.0005 0.00109 0.00011 0.00391 STORY3 199 SX 0.0351 0.0003 0.0009 0.00000 0.00085 0.00010 STORY3 199 SY 0.0003 0.0463 0.0000 0.00079 0.00001 0.00391 STORY3 200 SX 0.0351 0.0002 0.0001 0.00002 0.00084 0.00010 STORY3 200 SY 0.0003 0.0414 0.0000 0.00057 0.00002 0.00389 STORY3 201 SX 0.0351 0.0004 0.0003 0.00001 0.00094 0.00010 STORY3 201 SY 0.0003 0.0334 0.0000 0.00045 0.00001 0.00388 STORY3 202 SX 0.0351 0.0006 0.0006 0.00000 0.00097 0.00010 STORY3 202 SY 0.0003 0.0310 0.0000 0.00016 0.00001 0.00391 STORY3 203 SX 0.0350 0.0002 0.0001 0.00008 0.00060 0.00010 STORY3 203 SY 0.0076 0.0385 0.0006 0.00118 0.00010 0.00391 STORY3 204 SX 0.0349 0.0004 0.0002 0.00007 0.00058 0.00010 STORY3 204 SY 0.0099 0.0334 0.0003 0.00078 0.00020 0.00391 STORY3 205 SX 0.0349 0.0006 0.0005 0.00013 0.00112 0.00010 STORY3 205 SY 0.0099 0.0310 0.0003 0.00080 0.00032 0.00389 STORY3 206 SX 0.0349 0.0003 0.0008 0.00005 0.00095 0.00010 STORY3 206 SY 0.0144 0.0463 0.0002 0.00179 0.00049 0.00389 STORY3 207 SX 0.0349 0.0002 0.0002 0.00026 0.00069 0.00011 STORY3 207 SY 0.0144 0.0414 0.0005 0.00157 0.00029 0.00391 STORY3 208 SX 0.0349 0.0002 0.0005 0.00019 0.00082 0.00010 STORY3 208 SY 0.0144 0.0385 0.0009 0.00147 0.00047 0.00391 STORY3 209 SX 0.0349 0.0006 0.0002 0.00019 0.00144 0.00010 STORY3 209 SY 0.0144 0.0310 0.0008 0.00137 0.00047 0.00390 STORY3 227 SX 0.0352 0.0004 0.0002 0.00007 0.00078 0.00010 STORY3 227 SY 0.0038 0.0334 0.0001 0.00007 0.00007 0.00390 STORY3 228 SX 0.0350 0.0004 0.0002 0.00007 0.00077 0.00010 STORY3 228 SY 0.0050 0.0334 0.0001 0.00006 0.00010 0.00390 STORY3 230 SX 0.0352 0.0002 0.0002 0.00030 0.00080 0.00010 STORY3 230 SY 0.0038 0.0414 0.0001 0.00019 0.00007 0.00390 STORY3 231 SX 0.0350 0.0002 0.0003 0.00029 0.00080 0.00010 STORY3 231 SY 0.0050 0.0414 0.0001 0.00022 0.00011 0.00390 STORY2 1 SX 0.0271 0.0002 0.0007 0.00007 0.00193 0.00008 STORY2 1 SY 0.0106 0.0352 0.0002 0.00373 0.00087 0.00298 STORY2 193 SX 0.0271 0.0001 0.0002 0.00038 0.00095 0.00007 STORY2 193 SY 0.0106 0.0314 0.0004 0.00313 0.00047 0.00298 STORY2 194 SX 0.0271 0.0001 0.0005 0.00014 0.00156 0.00008 STORY2 194 SY 0.0106 0.0293 0.0008 0.00234 0.00078 0.00298 STORY2 195 SX 0.0271 0.0005 0.0002 0.00020 0.00291 0.00008 STORY2 195 SY 0.0106 0.0237 0.0008 0.00196 0.00101 0.00298 STORY2 196 SX 0.0271 0.0003 0.0002 0.00017 0.00108 0.00008 STORY2 196 SY 0.0072 0.0255 0.0003 0.00159 0.00031 0.00298 STORY2 197 SX 0.0271 0.0005 0.0005 0.00014 0.00222 0.00008



STORY2 197 SY 0.0073 0.0237 0.0003 0.00120 0.00060 0.00298 TORY2 198 SX 0.0270 0.0001 0.0001 0.00002 0.00152 0.00008 STORY2 198 SY 0.0050 0.0293 0.0005 0.00193 0.00030 0.00298 STORY2 199 SX 0.0269 0.0002 0.0008 0.00001 0.00155 0.00008 STORY2 199 SY 0.0003 0.0352 0.0000 0.00210 0.00002 0.00298 STORY2 200 SX 0.0269 0.0001 0.0001 0.00003 0.00093 0.00008 STORY2 200 SY 0.0003 0.0314 0.0000 0.00159 0.00002 0.00298 STORY2 201 SX 0.0269 0.0003 0.0003 0.00001 0.00127 0.00008 STORY2 201 SY 0.0003 0.0255 0.0000 0.00111 0.00001 0.00298 STORY2 202 SX 0.0269 0.0005 0.0006 0.00002 0.00193 0.00008 STORY2 202 SY 0.0003 0.0237 0.0000 0.00087 0.00002 0.00298 STORY2 203 SX 0.0268 0.0001 0.0001 0.00003 0.00151 0.00008 STORY2 203 SY 0.0058 0.0293 0.0006 0.00199 0.00040 0.00298 STORY2 204 SX 0.0268 0.0003 0.0002 0.00012 0.00106 0.00008 STORY2 204 SY 0.0076 0.0255 0.0003 0.00161 0.00033 0.00298 STORY2 205 SX 0.0268 0.0005 0.0004 0.00011 0.00220 0.00008 STORY2 205 SY 0.0076 0.0237 0.0003 0.00117 0.00062 0.00298 STORY2 206 SX 0.0268 0.0002 0.0007 0.00005 0.00191 0.00008 STORY2 206 SY 0.0110 0.0352 0.0002 0.00371 0.00090 0.00298 STORY2 207 SX 0.0268 0.0001 0.0002 0.00039 0.00094 0.00008 STORY2 207 SY 0.0110 0.0314 0.0004 0.00314 0.00050 0.00298 STORY2 208 SX 0.0268 0.0001 0.0005 0.00016 0.00158 0.00008 STORY2 208 SY 0.0110 0.0293 0.0009 0.00234 0.00082 0.00298 STORY2 209 SX 0.0268 0.0005 0.0002 0.00016 0.00287 0.00008 STORY2 209 SY 0.0110 0.0237 0.0008 0.00195 0.00105 0.00297 STORY1 1 SX 0.0136 0.0001 0.0005 0.00011 0.00248 0.00004 STORY1 1 SY 0.0052 0.0171 0.0001 0.00505 0.00108 0.00145 STORY1 193 SX 0.0136 0.0001 0.0001 0.00055 0.00095 0.00004 STORY1 193 SY 0.0052 0.0154 0.0003 0.00401 0.00051 0.00144 STORY1 194 SX 0.0136 0.0001 0.0003 0.00018 0.00197 0.00004 STORY1 194 SY 0.0052 0.0144 0.0005 0.00356 0.00078 0.00145 STORY1 195 SX 0.0136 0.0002 0.0001 0.00019 0.00428 0.00003 STORY1 195 SY 0.0052 0.0119 0.0005 0.00230 0.00155 0.00145 STORY1 196 SX 0.0136 0.0001 0.0001 0.00025 0.00134 0.00004 STORY1 196 SY 0.0035 0.0126 0.0002 0.00231 0.00039 0.00145 STORY1 197 SX 0.0136 0.0002 0.0003 0.00015 0.00314 0.00003 STORY1 197 SY 0.0035 0.0119 0.0002 0.00129 0.00090 0.00144 STORY1 198 SX 0.0136 0.0001 0.0001 0.00007 0.00186 0.00004 STORY1 198 SY 0.0024 0.0144 0.0003 0.00133 0.00045 0.00145 STORY1 199 SX 0.0135 0.0001 0.0005 0.00001 0.00181 0.00004 STORY1 199 SY 0.0001 0.0171 0.0000 0.00251 0.00002 0.00145 STORY1 200 SX 0.0135 0.0001 0.0001 0.00003 0.00085 0.00004 STORY1 200 SY 0.0001 0.0154 0.0000 0.00177 0.00002 0.00145 STORY1 201 SX 0.0135 0.0001 0.0002 0.00001 0.00124 0.00004 STORY1 201 SY 0.0001 0.0126 0.0000 0.00092 0.00001 0.00145 STORY1 202 SX 0.0135 0.0002 0.0004 0.00002 0.00250 0.00004 STORY1 202 SY 0.0001 0.0119 0.0000 0.00125 0.00003 0.00145 STORY1 203 SX 0.0135 0.0001 0.0001 0.00003 0.00185 0.00004 STORY1 203 SY 0.0028 0.0144 0.0004 0.00136 0.00057 0.00145 STORY1 204 SX 0.0135 0.0001 0.0001 0.00017 0.00132 0.00004 STORY1 204 SY 0.0037 0.0126 0.0002 0.00232 0.00039 0.00145TORY1 205 SX 0.0135 0.0002 0.0003 0.00012 0.00312 0.00005 STORY1 205 SY 0.0037 0.0119 0.0002 0.00126 0.00093 0.00144 STORY1 206 SX 0.0134 0.0001 0.0004 0.00008 0.00245 0.00004 STORY1 206 SY 0.0053 0.0171 0.0001 0.00502 0.00111 0.00145 STORY1 207 SX 0.0134 0.0001 0.0001 0.00056 0.00093 0.00004 STORY1 207 SY 0.0053 0.0154 0.0003 0.00396 0.00054 0.00144 STORY1 208 SX 0.0134 0.0001 0.0003 0.00017 0.00199 0.00004 STORY1 208 SY 0.0053 0.0144 0.0006 0.00347 0.00083 0.00145 STORY1 209 SX 0.0134 0.0002 0.0001 0.00015 0.00423 0.00005 STORY1 209 SY 0.0053 0.0119 0.0005 0.00229 0.00161 0.00145 BASE 1 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 1 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 193 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 193 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 194 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 194 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 195 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000



BASE 195 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 196 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 196 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 197 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 197 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 198 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 198 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 199 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 199 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 200 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 200 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 201 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 201 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 202 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 202 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 203 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 203 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 204 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 204 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 205 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 205 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 206 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 206 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 207 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 207 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 208 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 208 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 209 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 BASE 209 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000 ETABS v8.4.8 File:MODELO EL BOSQUE Units:KN-m Noviembre 21, 2007 2:33 PAGE 2S T O R Y D R I F T S STORY DIRECTION LOAD POINT X Y Z MAX DRIFT STORY4 X SX 198 2.910 1.900 9.400 0.002070 STORY4 Y SX 203 2.910 5.520 9.400 0.000025 STORY4 X SY 203 2.910 5.520 9.400 0.000410 STORY4 Y SY 211 1.770 1.900 9.400 0.001687 STORY3 X SX 226 5.490 0.000 7.050 0.003511 STORY3 Y SX 210 8.530 0.000 7.050 0.000065 STORY3 X SY 208 2.910 7.250 7.050 0.001456 STORY3 Y SY 1 0.000 0.000 7.050 0.004778 STORY2 X SX 195 7.760 0.000 4.700 0.005764 STORY2 Y SX 210 8.530 0.000 4.700 0.000112 STORY2 X SY 209 7.760 7.250 4.700 0.002412 STORY2 Y SY 1 0.000 0.000 4.700 0.007703 STORY1 X SX 193 1.770 0.000 2.350 0.005791 STORY1 Y SX 209 7.760 7.250 2.350 0.000097 STORY1 X SY 208 2.910 7.250 2.350 0.002268 STORY1 Y SY 199 0.000 3.650 2.350 0.007276

ETABS v8.4.8 File:MODELO EL BOSQUE Units:KN-m Noviembre 21, 2007 2:34 PAGE 1 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 DPP ADD D Static 1.0000 PP Static 1.0000 ETABS v8.4.8 File:MODELO EL BOSQUE Units:KN-m Noviembre 21, 2007 2:34 PAGE 2 S U P P O R T R E A C T I O N S STORY POINT LOAD FX FY FZ MX MY MZ BASE 1 L 0.01 0.02 9.76 -0.019 0.001 0.000 BASE 1 DPP 0.41 1.59 114.04 -1.221 0.408 0.000 BASE 193 L -0.03 0.09 13.33 -0.068 -0.033 0.000 BASE 193 DPP -0.16 0.64 108.29 -0.490 -0.034 0.000 BASE 194 L -0.02 0.18 13.64 -0.141 -0.026 0.000BASE 194 DPP 1.83 0.99 140.63 -0.764 1.499 0.001 BASE 195 L 0.05 0.08 9.20 -0.060 0.028 0.000



BASE 195 DPP -2.03 0.02 110.22 -0.015 -1.477 -0.001 ASE 196 L -0.06 0.16 24.97 -0.121 -0.052 0.000 BASE 196 DPP 0.47 0.62 171.33 -0.478 0.452 0.000 BASE 197 L 0.04 0.07 17.66 -0.055 0.022 0.000 BASE 197 DPP -0.83 0.01 115.13 -0.007 -0.550 -0.001 BASE 198 L -0.03 0.11 30.34 -0.083 -0.030 0.000 BASE 198 DPP -0.02 0.05 173.28 -0.036 0.072 0.000 BASE 199 L 0.03 0.00 19.37 0.000 0.012 0.000 BASE 199 DPP 0.06 -0.05 188.14 0.039 0.134 0.000 BASE 200 L 0.14 0.00 33.02 0.000 0.098 0.000 BASE 200 DPP 0.64 -0.01 190.16 0.014 0.579 0.000 BASE 201 L -0.16 -0.01 44.31 0.007 -0.129 0.000 BASE 201 DPP -0.43 -0.04 214.43 0.034 -0.246 0.000 BASE 202 L 0.08 0.00 27.26 0.001 0.051 0.000 BASE 202 DPP 0.39 -0.01 139.20 0.012 0.388 0.000 BASE 203 L -0.03 -0.12 28.95 0.092 -0.031 0.000 BASE 203 DPP -0.01 -0.16 167.01 0.130 0.082 0.000 BASE 204 L -0.05 -0.16 24.52 0.121 -0.050 0.000 BASE 204 DPP 0.48 -0.62 168.83 0.479 0.455 0.000 BASE 205 L 0.04 -0.07 17.52 0.055 0.022 0.000 BASE 205 DPP -0.82 -0.01 114.32 0.010 -0.549 0.001 BASE 206 L 0.01 -0.02 9.67 0.019 0.002 0.000 BASE 206 DPP 0.42 -1.55 113.06 1.199 0.406 0.001 BASE 207 L -0.03 -0.09 13.19 0.069 -0.034 0.000 BASE 207 DPP -0.18 -0.64 107.23 0.496 -0.053 0.000 BASE 208 L -0.03 -0.16 12.91 0.122 -0.029 0.000 BASE 208 DPP 1.82 -0.81 136.72 0.627 1.486 -0.001 BASE 209 L 0.05 -0.08 9.09 0.059 0.029 0.000 BASE 209 DPP -2.04 -0.02 110.38 0.016 -1.493 0.002 Summation 0, 0, Base L 0.00 0.00 358.72 1299.855 -1496.819 0.000 Summation 0, 0, Base DPP 0.00 0.00 2582.40 9362.233 -10131.154 0.000

ETABS v8.4.8 File:MODELO EL BOSQUE Units:KN-m Noviembre 21, 2007 2:34 PAGE 1 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 VIGAS ENVE DIS1 Combo 1.0000 DIS2XV Combo 1.0000 DIS2YV Combo 1.0000 DIS3XV Combo 1.0000 DIS3YV Combo 1.0000 ETABS v8.4.8 File:MODELO EL BOSQUE Units:KN-m Noviembre 21, 2007 2:34 PAGE 2 B E A M F O R C E S STORY BEAM LOAD LOC P V2 V3 T M2 M3 STORY4 B96 VIGAS MAX 0.1250 -0.22 -1.15 0.00 0.137 0.034 1.935 1.1400 -0.22 0.49 0.00 0.137 0.035 2.719 1.1400 -0.14 0.01 0.00 0.136 0.035 2.392 1.8600 -0.14 1.28 0.00 0.136 0.036 2.615 3.5950 -0.14 4.55 0.00 0.136 0.036 1.789 STORY4 B96 VIGAS MIN 0.1250 -0.48 -3.83 0.00 -0.116 -0.036 -2.256 1.1400 -0.48 -1.91 0.00 -0.116 -0.037 0.204 1.8600 -0.54 -1.55 0.00 -0.118 -0.036 1.515 3.5950 -0.54 1.26 0.00 -0.118 -0.036 -3.094STORY4 B97 VIGAS MAX 0.1250 -0.21 -1.14 0.00 0.158 0.037 1.971 1.1400 -0.21 0.50 0.00 0.158 0.037 2.758 1.8600 -0.12 1.31 0.00 0.160 0.036 2.635



3.5950 -0.12 4.59 0.00 0.160 0.036 1.747 STORY4 B97 VIGAS MIN 0.1250 -0.46 -3.80 0.00 -0.106 -0.034 -2.174 1.1400 -0.46 -1.88 0.00 -0.106 -0.035 0.242 3.5950 -0.52 1.29 0.00 -0.105 -0.036 -3.142STORY4 B98 VIGAS MAX 0.0000 0.18 1.55 0.03 0.260 0.035 -0.005 0.2775 0.18 2.25 0.03 0.260 0.040 -0.273 0.5550 0.18 2.95 0.03 0.260 0.044 -0.617 STORY4 B98 VIGAS MIN 0.0000 -0.16 0.54 -0.02 -0.378 -0.039 -0.110 0.2775 -0.16 0.99 -0.02 -0.378 -0.046 -0.617 0.5550 -0.16 1.44 -0.02 -0.378 -0.053 -1.339STORY4 B99 VIGAS MAX 0.1250 0.60 0.23 0.01 0.089 0.058 1.120 1.1300 0.60 1.86 0.01 0.089 0.058 0.230 2.1350 0.60 3.73 0.01 0.089 0.058 1.228 STORY4 B99 VIGAS MIN 0.1250 0.24 -3.87 -0.01 -0.114 -0.059 -2.983 1.1300 0.24 -1.97 -0.01 -0.114 -0.059 -0.207 2.1350 0.24 -0.32 -0.01 -0.114 -0.059 -2.866 STORY4 B100 VIGAS MAX 0.1250 0.18 -1.42 0.02 0.358 0.045 -0.599 0.4025 0.18 -0.97 0.02 0.358 0.040 -0.265 0.6800 0.18 -0.52 0.02 0.358 0.035 -0.007 STORY4 B100 VIGAS MIN 0.1250 -0.16 -2.88 -0.03 -0.268 -0.053 -1.304 0.4025 -0.16 -2.18 -0.03 -0.268 -0.046 -0.601 0.6800 -0.16 -1.48 -0.03 -0.268 -0.038 -0.112STORY3 B59 VIGAS MAX 0.1250 0.20 -2.22 0.02 0.412 0.040 2.533 0.8850 0.20 3.63 0.02 0.412 0.032 2.772 1.6450 0.20 10.18 0.02 0.412 0.025 2.381 STORY3 B59 VIGAS MIN 0.1250 -0.22 -11.09 -0.01 -0.235 -0.045 -4.106 0.8850 -0.22 -4.27 -0.01 -0.235 -0.044 1.300 1.6450 -0.22 1.85 -0.01 -0.235 -0.046 -2.979 STORY3 B60 VIGAS MAX 0.1250 1.38 0.14 0.11 2.334 0.078 -1.543 0.5700 1.38 3.83 0.11 2.334 0.030 -1.732 1.0150 1.38 7.83 0.11 2.334 0.026 -1.493 STORY3 B60 VIGAS MIN 0.1250 -1.52 -6.32 -0.06 1.130 -0.030 -4.347 0.5700 -1.52 -2.59 -0.06 1.130 -0.005 -3.554 1.0150 -1.52 0.83 -0.06 1.130 -0.024 -5.503STORY3 B61 VIGAS MAX 0.1250 0.21 -11.96 0.02 2.903 0.012 -4.141 2.5800 0.43 -2.94 0.01 -1.331 0.021 5.874 4.7250 0.43 20.44 0.01 -1.331 0.022 -3.051 STORY3 B61 VIGAS MIN 0.1250 -2.35 -21.49 -0.01 1.320 -0.013 -11.643 2.5800 -2.20 -5.24 -0.01 -2.979 -0.015 2.063 4.7250 -2.20 11.52 -0.01 -2.979 -0.003 -10.876STORY3 B62 VIGAS MAX 0.1250 0.31 -6.15 0.04 -0.210 0.049 -2.457 0.4475 0.31 -3.67 0.04 -0.210 0.035 -0.862 0.7700 0.31 -1.18 0.04 -0.210 0.023 -0.058 STORY3 B62 VIGAS MIN 0.1250 -0.14 -11.00 -0.08 -0.847 -0.076 -4.744 0.4475 -0.14 -7.13 -0.08 -0.847 -0.051 -1.820 0.7700 -0.14 -3.27 -0.08 -0.847 -0.027 -0.142STORY3 B63 VIGAS MAX 0.0000 1.63 1.16 0.12 1.754 0.080 7.739 0.5075 1.63 14.67 0.12 1.754 0.020 5.112 1.0150 1.63 35.69 0.12 1.754 0.072 -2.575 STORY3 B63 VIGAS MIN 0.0000 -1.58 -9.55 -0.22 -1.497 -0.151 1.075



0.5075 -1.58 3.60 -0.22 -1.497 -0.040 1.915 1.0150 -1.58 14.10 -0.22 -1.497 -0.039 -7.541STORY3 B64 VIGAS MAX 0.1250 0.75 -1.18 0.02 0.397 0.029 -0.303 1.3462 0.75 0.80 0.02 0.397 0.012 -0.064 2.5675 0.75 2.78 0.02 0.397 0.017 4.003 STORY3 B64 VIGAS MIN 0.1250 -0.28 -7.04 -0.01 -0.051 0.000 -7.543 1.3462 -0.28 -4.73 -0.01 -0.051 0.002 -0.406 2.5675 -0.28 -2.42 -0.01 -0.051 -0.018 -2.250STORY3 B65 VIGAS MAX 0.1250 0.25 2.26 0.00 -0.015 0.016 3.568 1.1350 0.25 4.16 0.00 -0.015 0.025 1.436 2.1450 0.25 6.07 0.00 -0.015 0.037 2.218 STORY3 B65 VIGAS MIN 0.1250 -0.75 -3.36 -0.02 -0.268 -0.036 -1.257 1.1350 -0.75 -1.72 -0.02 -0.268 -0.031 0.194 2.1450 -0.75 -0.08 -0.02 -0.268 -0.028 -4.847STORY3 B66 VIGAS MAX 0.1250 0.27 0.22 0.01 0.209 0.040 1.420 0.8850 0.27 1.45 0.01 0.209 0.044 1.492 1.6450 0.27 2.69 0.01 0.209 0.048 3.877 STORY3 B66 VIGAS MIN 0.1250 -0.04 -5.75 -0.01 -0.182 -0.038 -2.705 0.8850 -0.04 -4.32 -0.01 -0.182 -0.042 0.569 1.6450 -0.04 -2.88 -0.01 -0.182 -0.045 -0.815STORY3 B69 VIGAS MAX 0.1250 0.57 2.52 0.02 0.128 0.057 3.380 1.1350 0.57 4.43 0.02 0.128 0.036 0.191 2.1450 0.57 6.34 0.02 0.128 0.015 0.847 STORY3 B69 VIGAS MIN 0.1250 -0.33 -3.24 -0.02 -0.221 -0.059 -2.395 1.1350 -0.33 -1.60 -0.02 -0.221 -0.037 -0.270 2.1450 -0.33 0.04 -0.02 -0.221 -0.016 -5.571STORY3 B70 VIGAS MAX 0.1250 0.07 -2.56 0.04 0.555 0.089 -1.519 0.4475 0.07 -2.04 0.04 0.555 0.077 -0.778 0.7700 0.07 -1.51 0.04 0.555 0.065 -0.206 STORY3 B70 VIGAS MIN 0.1250 -0.21 -5.03 -0.04 -0.553 -0.086 -3.124 0.4475 -0.21 -4.22 -0.04 -0.553 -0.074 -1.634 0.7700 -0.21 -3.40 -0.04 -0.553 -0.062 -0.405STORY3 B71 VIGAS MAX 0.0000 1.77 1.87 0.21 1.338 0.147 8.148 0.5075 1.77 15.54 0.21 1.338 0.038 5.081 1.0150 1.77 36.42 0.21 1.338 0.041 -2.628 STORY3 B71 VIGAS MIN 0.0000 -1.69 -9.33 -0.12 -1.942 -0.081 1.098 0.5075 -1.69 3.67 -0.12 -1.942 -0.020 1.899 1.0150 -1.69 14.18 -0.12 -1.942 -0.071 -7.941STORY3 B72 VIGAS MAX 0.1250 0.65 -1.13 0.01 0.068 0.000 -0.288 1.3222 0.65 0.81 0.01 0.068 -0.003 -0.078 2.5194 0.65 2.75 0.01 0.068 0.018 4.337 STORY3 B72 VIGAS MIN 0.1250 -0.24 -7.33 -0.02 -0.443 -0.032 -7.808 1.3222 -0.24 -5.07 -0.02 -0.443 -0.013 -0.447 2.5194 -0.24 -2.81 -0.02 -0.443 -0.018 -2.226STORY3 B73 VIGAS MAX 0.1250 0.29 2.31 0.02 0.237 0.038 3.677 1.1350 0.29 4.22 0.02 0.237 0.033 1.436 2.1450 0.29 6.13 0.02 0.237 0.029 2.232 STORY3 B73 VIGAS MIN 0.1250 -0.88 -3.38 0.00 -0.025 -0.014 -1.286 1.1350 -0.88 -1.74 0.00 -0.025 -0.025 0.243 2.1450 -0.88 -0.10 0.00 -0.025 -0.036 -4.845STORY3 B74 VIGAS MAX 0.1250 0.18 -2.30 0.01 0.332 0.045 2.513 0.8850 0.18 3.55 0.01 0.332 0.046 2.891



1.6450 0.18 10.06 0.01 0.332 0.048 2.623 STORY3 B74 VIGAS MIN 0.1250 -0.26 -11.26 -0.02 -0.302 -0.043 -4.121 0.8850 -0.26 -4.44 -0.02 -0.302 -0.035 1.389 1.6450 -0.26 1.73 -0.02 -0.302 -0.029 -2.878STORY3 B75 VIGAS MAX 0.1250 1.47 0.36 0.06 -1.222 0.032 -1.489 0.5700 1.47 4.11 0.06 -1.222 0.007 -1.729 1.0150 1.47 8.11 0.06 -1.222 0.026 -1.549 STORY3 B75 VIGAS MIN 0.1250 -1.67 -6.18 -0.10 -2.464 -0.079 -4.308 0.5700 -1.67 -2.51 -0.10 -2.464 -0.033 -3.600 1.0150 -1.67 0.91 -0.10 -2.464 -0.031 -5.676STORY3 B76 VIGAS MAX 0.1250 0.16 -12.06 0.01 -1.307 0.011 -4.290 2.4250 0.16 5.93 0.01 -1.307 0.033 6.176 2.5800 0.49 -2.96 0.01 2.943 0.016 5.870 4.7250 0.49 20.40 0.01 2.943 0.003 -3.044 STORY3 B76 VIGAS MIN 0.1250 -2.33 -21.60 -0.02 -2.909 -0.014 -11.841 2.4250 -2.33 3.00 -0.02 -2.909 -0.022 2.753 2.5800 -2.33 4.19 -0.02 -2.909 -0.023 1.958 2.5800 -2.15 -5.27 -0.01 1.337 -0.021 2.124 4.7250 -2.15 11.50 -0.01 1.337 -0.023 -10.806STORY3 B77 VIGAS MAX 0.1250 0.31 -6.13 0.08 0.838 0.079 -2.451 0.4475 0.31 -3.65 0.08 0.838 0.053 -0.860 0.7700 0.31 -1.16 0.08 0.838 0.029 -0.060 STORY3 B77 VIGAS MIN 0.1250 -0.13 -10.94 -0.04 0.191 -0.047 -4.711 0.4475 -0.13 -7.08 -0.04 0.191 -0.034 -1.806 0.7700 -0.13 -3.22 -0.04 0.191 -0.022 -0.146STORY3 B78 VIGAS MAX 0.1250 -0.38 -9.73 0.00 0.203 0.013 0.485 1.8250 -0.38 3.45 0.00 0.203 0.017 8.319 3.5250 -0.38 21.66 0.00 0.203 0.022 -3.745 STORY3 B78 VIGAS MIN 0.1250 -2.03 -19.04 -0.01 -0.175 -0.023 -9.852 1.8250 -2.03 -1.57 -0.01 -0.175 -0.019 4.697 3.5250 -2.03 11.51 -0.01 -0.175 -0.016 -11.986STORY3 B79 VIGAS MAX 0.1250 -0.33 -11.31 0.01 0.182 0.024 -3.623 1.8000 -0.33 1.58 0.01 0.182 0.019 8.064 3.4750 -0.33 18.66 0.01 0.182 0.015 0.710 STORY3 B79 VIGAS MIN 0.1250 -1.97 -21.44 0.00 -0.199 -0.015 -11.876 1.8000 -1.97 -3.55 0.00 -0.199 -0.019 4.523 3.4750 -1.97 9.45 0.00 -0.199 -0.025 -9.621STORY3 B80 VIGAS MAX 0.1250 -0.40 -1.55 0.01 0.138 0.020 2.822 1.8250 -0.40 1.21 0.01 0.138 0.024 4.711 1.9000 -0.40 1.33 0.01 0.138 0.024 4.809 1.9000 0.16 2.03 0.11 0.170 0.029 3.891 2.5800 0.16 3.13 0.11 0.170 0.064 9.801 2.5800 -0.57 16.86 0.02 0.150 0.028 7.925 3.5250 -0.57 19.24 0.02 0.150 0.026 -2.164 STORY3 B80 VIGAS MIN 0.1250 -1.93 -5.83 0.00 -0.101 -0.010 -4.451 1.8250 -1.93 -2.62 0.00 -0.101 -0.019 1.345 2.5800 -2.33 5.83 -0.01 -0.087 -0.023 3.663 3.5250 -2.33 7.36 -0.01 -0.087 -0.032 -9.485STORY3 B81 VIGAS MAX 0.1250 -0.59 -6.81 0.01 0.069 0.023 -2.229 1.1900 -0.59 -5.08 0.01 0.069 0.026 8.640 1.1900 0.08 15.34 0.16 0.042 0.067 10.174 1.8700 -0.42 2.78 0.00 0.084 0.024 4.936 3.4750 -0.42 5.81 0.00 0.084 0.024 2.988 STORY3 B81 VIGAS MIN 0.1250 -2.39 -18.51 -0.02 -0.164 -0.033 -10.063



1.1900 -2.39 -15.83 -0.02 -0.164 -0.022 3.954 1.8700 -2.87 -1.19 -0.12 -0.188 -0.045 -1.546 1.8700 -1.98 -1.01 -0.01 -0.151 -0.019 1.323 3.4750 -1.98 1.59 -0.01 -0.151 -0.011 -4.242STORY3 B82 VIGAS MAX 0.1250 0.53 1.76 0.00 -0.832 -0.003 2.574 0.9500 0.53 3.10 0.00 -0.832 -0.003 0.576 1.7750 0.53 4.43 0.00 -0.832 0.009 2.969 STORY3 B82 VIGAS MIN 0.1250 0.07 -6.19 -0.02 -2.040 -0.026 -4.674 0.9500 0.07 -4.63 -0.02 -2.040 -0.012 -0.215 1.7750 0.07 -3.07 -0.02 -2.040 -0.010 -2.536STORY3 B84 VIGAS MAX 0.1250 0.51 3.61 0.02 2.209 0.011 2.949 0.8650 0.51 5.01 0.02 2.209 -0.003 0.533 1.6050 0.51 6.41 0.02 2.209 -0.004 2.523 STORY3 B84 VIGAS MIN 0.1250 0.10 -4.50 0.00 0.907 -0.012 -2.358 0.8650 0.10 -3.30 0.00 0.907 -0.013 -0.249 1.6050 0.10 -2.10 0.00 0.907 -0.028 -4.467STORY3 B85 VIGAS MAX 0.1250 -0.11 -2.98 0.01 0.059 0.018 -0.793 1.2600 -0.11 -1.14 0.01 0.059 0.030 3.682 1.4500 -0.11 -0.83 0.01 0.059 0.032 4.997 1.4500 0.48 8.90 0.00 0.049 0.035 6.029 2.3950 0.48 10.84 0.00 0.049 0.044 0.333 STORY3 B85 VIGAS MIN 0.1250 -1.05 -10.06 -0.01 -0.381 -0.038 -7.227 1.2600 -1.05 -7.91 -0.01 -0.381 -0.041 1.361 1.4500 -1.05 -7.55 -0.01 -0.381 -0.041 1.642 1.4500 -1.82 1.63 -0.01 -0.379 -0.042 2.535 2.3950 -1.82 3.16 -0.01 -0.379 -0.038 -4.332STORY3 B86 VIGAS MAX 0.1250 0.36 -2.43 0.02 0.399 0.042 0.223 1.1900 0.36 -0.70 0.02 0.399 0.032 5.516 1.1900 -0.04 8.39 0.01 0.401 0.030 4.509 1.2250 -0.04 8.45 0.01 0.401 0.030 4.240 2.3250 -0.04 10.53 0.01 0.401 0.019 -0.649 STORY3 B86 VIGAS MIN 0.1250 -1.68 -10.14 0.00 -0.033 -0.036 -4.770 1.1900 -1.68 -8.12 0.00 -0.033 -0.044 1.882 1.1900 -1.12 1.26 0.00 -0.044 -0.044 1.657 1.2250 -1.12 1.32 0.00 -0.044 -0.044 1.579 2.3250 -1.12 3.10 0.00 -0.044 -0.045 -7.030STORY3 B87 VIGAS MAX 0.1250 0.39 1.01 0.10 1.533 0.030 1.606 0.5650 0.39 1.73 0.10 1.533 0.028 1.033 1.0050 0.39 2.44 0.10 1.533 0.044 1.112 STORY3 B87 VIGAS MIN 0.1250 -0.03 -5.80 -0.05 0.552 -0.029 -3.572 0.5650 -0.03 -4.97 -0.05 0.552 -0.045 -1.234 1.0050 -0.03 -4.14 -0.05 0.552 -0.081 -0.227STORY3 B88 VIGAS MAX 0.1250 0.65 -0.18 0.01 0.477 0.019 1.886 1.2600 0.65 1.66 0.01 0.477 0.022 1.235 2.3950 0.65 3.57 0.01 0.477 0.026 2.584 STORY3 B88 VIGAS MIN 0.1250 -0.15 -5.46 0.00 0.083 -0.012 -4.934 1.2600 -0.15 -3.31 0.00 0.083 -0.026 -0.148 2.3950 -0.15 -1.24 0.00 0.083 -0.042 -1.883STORY3 B89 VIGAS MAX 0.1250 0.67 1.38 0.00 -0.089 0.029 2.598 1.2250 0.67 3.41 0.00 -0.089 0.024 1.177 2.3250 0.67 5.49 0.00 -0.089 0.020 1.826 STORY3 B89 VIGAS MIN 0.1250 -0.10 -3.47 -0.01 -0.486 -0.042 -1.794 1.2250 -0.10 -1.65 -0.01 -0.486 -0.026 -0.194 2.3250 -0.10 0.14 -0.01 -0.486 -0.012 -4.912STORY3 B90 VIGAS MAX



0.1250 0.44 3.99 0.05 -0.554 0.041 1.027 0.5750 0.44 4.84 0.05 -0.554 0.026 1.010 1.0250 0.44 5.69 0.05 -0.554 0.030 1.672 STORY3 B90 VIGAS MIN 0.1250 -0.02 -2.63 -0.09 -1.513 -0.082 -0.261 0.5750 -0.02 -1.90 -0.09 -1.513 -0.047 -1.211 1.0250 -0.02 -1.17 -0.09 -1.513 -0.030 -3.551STORY3 B91 VIGAS MAX 0.1250 1.20 -1.53 0.06 0.074 0.107 0.717 1.8600 1.20 1.28 0.06 0.074 0.003 1.667 3.5950 1.20 4.36 0.06 0.074 0.117 2.940 STORY3 B91 VIGAS MIN 0.1250 -0.71 -5.86 -0.07 -0.048 -0.112 -6.013 1.8600 -0.71 -2.58 -0.07 -0.048 -0.003 0.939 3.5950 -0.71 0.42 -0.07 -0.048 -0.113 -3.714STORY3 B94 VIGAS MAX 0.1250 1.66 -0.93 0.10 1.471 0.099 -0.930 0.4025 1.66 -0.49 0.10 1.471 0.070 -0.546 0.6800 1.66 -0.04 0.10 1.471 0.046 -0.178 STORY3 B94 VIGAS MIN 0.1250 -0.60 -2.86 0.00 -0.074 0.006 -2.303 0.4025 -0.60 -2.16 0.00 -0.074 0.006 -1.608 0.6800 -0.60 -1.63 0.00 -0.074 0.001 -1.199STORY3 B95 VIGAS MAX 0.0000 1.41 1.41 -0.01 0.064 0.056 -0.142 0.2775 1.41 1.98 -0.01 0.064 0.073 -0.464 0.5550 1.41 2.68 -0.01 0.064 0.093 -0.795 STORY3 B95 VIGAS MIN 0.0000 -0.44 0.04 -0.08 -1.398 0.000 -1.045 0.2775 -0.44 0.48 -0.08 -1.398 0.008 -1.412 0.5550 -0.44 0.93 -0.08 -1.398 0.013 -2.059STORY2 B59 VIGAS MAX 0.1250 0.18 3.09 0.01 0.737 0.012 7.029 0.8850 0.18 8.93 0.01 0.737 0.014 2.736 1.6450 0.18 15.57 0.01 0.737 0.020 4.716 STORY2 B59 VIGAS MIN 0.1250 -0.18 -16.03 -0.01 -0.286 -0.013 -9.285 0.8850 -0.18 -9.21 -0.01 -0.286 -0.017 0.034 1.6450 -0.18 -3.17 -0.01 -0.286 -0.026 -6.550STORY2 B60 VIGAS MAX 0.1250 1.00 8.60 0.03 1.695 0.031 2.143 0.5700 1.00 12.42 0.03 1.695 0.016 -0.089 1.0150 1.00 16.41 0.03 1.695 0.028 4.371 STORY2 B60 VIGAS MIN 0.1250 -0.86 -15.33 -0.07 -0.327 -0.050 -6.355 0.5700 -0.86 -11.73 -0.07 -0.327 -0.019 -2.776 1.0150 -0.86 -8.31 -0.07 -0.327 -0.014 -9.190STORY2 B61 VIGAS MAX 0.1250 0.86 -11.59 0.00 2.844 0.006 -2.726 2.4250 0.86 6.17 0.00 2.844 0.006 6.508 2.5800 0.86 7.56 0.00 2.844 0.007 5.895 2.5800 0.24 -0.58 0.01 -0.964 0.006 6.334 4.7250 0.24 21.50 0.01 -0.964 0.014 -0.706 STORY2 B61 VIGAS MIN 0.1250 -0.95 -21.96 0.00 0.670 -0.004 -14.105 2.4250 -0.95 2.12 0.00 0.670 -0.004 1.684 2.5800 -0.95 3.31 0.00 0.670 -0.004 0.812 2.5800 -0.55 -5.90 -0.01 -2.908 -0.008 1.429 4.7250 -0.55 10.60 -0.01 -2.908 -0.013 -15.975STORY2 B62 VIGAS MAX 0.1250 0.19 -5.28 0.05 0.384 0.034 -1.929 0.4475 0.19 -2.80 0.05 0.384 0.018 -0.627 0.7700 0.19 -0.32 0.05 0.384 0.010 -0.019 STORY2 B62 VIGAS MIN 0.1250 -0.20 -10.47 -0.05 -1.260 -0.029 -4.416 0.4475 -0.20 -6.61 -0.05 -1.260 -0.015 -1.663 0.7700 -0.20 -2.99 -0.05 -1.260 -0.008 -0.199STORY2 B63 VIGAS MAX 0.0000 0.36 -0.36 0.07 3.214 0.040 4.051



0.5075 0.36 11.72 0.07 3.214 0.008 3.947 1.0150 0.36 28.95 0.07 3.214 0.022 1.059 STORY2 B63 VIGAS MIN 0.0000 -0.31 -16.72 -0.06 -3.086 -0.037 -1.114 0.5075 -0.31 -2.14 -0.06 -3.086 -0.009 1.117 1.0150 -0.31 8.36 -0.06 -3.086 -0.026 -7.844STORY2 B64 VIGAS MAX 0.1250 -0.06 1.82 0.00 0.621 0.007 4.066 1.3462 -0.06 3.79 0.00 0.621 0.003 0.641 2.5675 -0.06 5.77 0.00 0.621 0.008 5.924 STORY2 B64 VIGAS MIN 0.1250 -0.21 -8.45 -0.01 0.029 -0.012 -9.072 1.3462 -0.21 -6.14 -0.01 0.029 -0.003 -0.165 2.5675 -0.21 -3.83 -0.01 0.029 -0.004 -5.200STORY2 B65 VIGAS MAX 0.1250 0.15 6.10 0.01 0.051 0.008 6.376 1.1350 0.15 8.01 0.01 0.051 0.004 1.471 2.1450 0.15 9.91 0.01 0.051 0.008 6.435 STORY2 B65 VIGAS MIN 0.1250 -0.35 -7.40 0.00 -0.571 -0.003 -5.201 1.1350 -0.35 -5.76 0.00 -0.571 -0.002 -0.774 2.1450 -0.35 -4.12 0.00 -0.571 -0.008 -9.796STORY2 B66 VIGAS MAX 0.1250 0.18 4.24 0.01 0.434 0.007 4.686 0.8850 0.18 5.47 0.01 0.434 0.008 1.080 1.6450 0.18 6.71 0.01 0.434 0.011 4.070 STORY2 B66 VIGAS MIN 0.1250 -0.15 -8.11 -0.01 -0.415 -0.007 -6.077 0.8850 -0.15 -6.68 -0.01 -0.415 -0.008 -0.543 1.6450 -0.15 -5.24 -0.01 -0.415 -0.011 -3.634STORY2 B69 VIGAS MAX 0.1250 0.23 5.75 0.01 0.176 0.012 5.994 1.1350 0.23 7.66 0.01 0.176 0.005 0.634 2.1450 0.23 9.57 0.01 0.176 0.005 4.844 STORY2 B69 VIGAS MIN 0.1250 -0.05 -6.62 -0.01 -0.233 -0.011 -5.229 1.1350 -0.05 -4.99 -0.01 -0.233 -0.004 -0.779 2.1450 -0.05 -3.35 -0.01 -0.233 -0.005 -9.481STORY2 B70 VIGAS MAX 0.1250 0.09 -2.78 0.01 1.205 0.012 -1.650 0.4475 0.09 -2.26 0.01 1.205 0.008 -0.838 0.7700 0.09 -1.73 0.01 1.205 0.004 -0.192 STORY2 B70 VIGAS MIN 0.1250 -0.11 -5.35 -0.01 -1.209 -0.013 -3.309 0.4475 -0.11 -4.54 -0.01 -1.209 -0.009 -1.713 0.7700 -0.11 -3.73 -0.01 -1.209 -0.005 -0.379STORY2 B71 VIGAS MAX 0.0000 0.33 -0.28 0.07 2.905 0.046 3.956 0.5075 0.33 11.71 0.07 2.905 0.009 3.798 1.0150 0.33 28.63 0.07 2.905 0.032 1.163 STORY2 B71 VIGAS MIN 0.0000 -0.31 -17.20 -0.08 -3.281 -0.045 -1.417 0.5075 -0.31 -2.54 -0.08 -3.281 -0.007 1.056 1.0150 -0.31 7.96 -0.08 -3.281 -0.029 -7.934STORY2 B72 VIGAS MAX 0.1250 0.01 2.02 0.01 -0.031 0.012 4.269 1.3222 0.01 3.96 0.01 -0.031 0.004 0.686 2.5194 0.01 5.90 0.01 -0.031 0.005 6.247 STORY2 B72 VIGAS MIN 0.1250 -0.26 -8.73 0.00 -0.665 -0.006 -9.243 1.3222 -0.26 -6.47 0.00 -0.665 -0.004 -0.144 2.5194 -0.26 -4.21 0.00 -0.665 -0.009 -5.218STORY2 B73 VIGAS MAX 0.1250 0.20 6.02 0.01 0.599 0.004 6.301 1.1350 0.20 7.93 0.01 0.599 0.002 1.483 2.1450 0.20 9.84 0.01 0.599 0.008 6.427 STORY2 B73 VIGAS MIN 0.1250 -0.35 -7.38 -0.01 -0.068 -0.008 -5.171 1.1350 -0.35 -5.74 -0.01 -0.068 -0.005 -0.770



2.1450 -0.35 -4.11 -0.01 -0.068 -0.008 -9.713STORY2 B74 VIGAS MAX 0.1250 0.21 2.99 0.01 0.299 0.014 6.961 0.8850 0.21 8.84 0.01 0.299 0.013 2.744 1.6450 0.21 15.45 0.01 0.299 0.023 4.743 STORY2 B74 VIGAS MIN 0.1250 -0.16 -16.04 -0.01 -0.697 -0.012 -9.264 0.8850 -0.16 -9.22 -0.01 -0.697 -0.009 0.055 1.6450 -0.16 -3.16 -0.01 -0.697 -0.016 -6.473STORY2 B75 VIGAS MAX 0.1250 1.05 8.92 0.07 0.349 0.047 2.236 0.5700 1.05 12.88 0.07 0.349 0.019 -0.026 1.0150 1.05 16.87 0.07 0.349 0.019 4.301 STORY2 B75 VIGAS MIN 0.1250 -0.85 -14.90 -0.03 -1.681 -0.028 -6.092 0.5700 -0.85 -11.44 -0.03 -1.681 -0.016 -2.820 1.0150 -0.85 -8.01 -0.03 -1.681 -0.033 -9.439 STORY2 B76 VIGAS MAX 0.1250 0.82 -11.71 0.00 -0.691 0.004 -2.882 2.4250 0.82 6.03 0.00 -0.691 0.003 6.621 2.5800 0.82 7.42 0.00 -0.691 0.003 6.020 2.5800 0.14 -0.55 0.01 2.877 0.008 6.408 4.7250 0.14 21.54 0.01 2.877 0.012 -0.758 STORY2 B76 VIGAS MIN 0.1250 -0.90 -22.12 0.00 -2.851 -0.005 -14.249 2.4250 -0.90 2.05 0.00 -2.851 -0.006 1.765 2.5800 -0.90 3.24 0.00 -2.851 -0.006 0.913 2.5800 -0.50 -5.88 -0.01 0.971 -0.006 1.462 4.7250 -0.50 10.62 -0.01 0.971 -0.013 -15.931 STORY2 B77 VIGAS MAX 0.1250 0.18 -5.31 0.04 1.257 0.029 -1.949 0.4475 0.18 -2.83 0.04 1.257 0.015 -0.637 0.7700 0.18 -0.35 0.04 1.257 0.008 -0.018 STORY2 B77 VIGAS MIN 0.1250 -0.19 -10.44 -0.05 -0.405 -0.034 -4.402 0.4475 -0.19 -6.58 -0.05 -0.405 -0.019 -1.658 0.7700 -0.19 -2.93 -0.05 -0.405 -0.010 -0.204 STORY2 B78 VIGAS MAX 0.1250 0.58 -7.15 0.00 0.296 0.010 4.791 1.8250 0.58 5.93 0.00 0.296 0.003 7.560 3.5250 0.58 21.16 0.00 0.296 0.006 1.815 STORY2 B78 VIGAS MIN 0.1250 0.09 -20.64 -0.01 -0.341 -0.013 -17.428 1.8250 0.09 -5.37 -0.01 -0.341 -0.004 3.852 3.5250 0.09 7.74 -0.01 -0.341 -0.005 -16.337STORY2 B79 VIGAS MAX 0.1250 0.56 -7.45 0.01 0.343 0.010 2.011 1.8000 0.56 5.45 0.01 0.343 0.003 7.333 3.4750 0.56 20.49 0.01 0.343 0.008 5.076 STORY2 B79 VIGAS MIN 0.1250 0.08 -21.10 0.00 -0.297 -0.009 -16.253 1.8000 0.08 -6.08 0.00 -0.297 -0.004 3.701 3.4750 0.08 6.81 0.00 -0.297 -0.012 -17.222 STORY2 B80 VIGAS MAX 0.1250 0.63 0.37 0.00 0.232 0.014 6.049 1.8250 0.63 3.12 0.00 0.232 0.010 5.147 1.9000 0.63 3.25 0.00 0.232 0.010 5.406 1.9000 0.66 8.00 0.01 0.241 0.009 6.324 3.5250 0.66 11.07 0.01 0.241 0.005 5.734 STORY2 B80 VIGAS MIN 0.1250 0.17 -8.90 0.00 -0.143 -0.011 -10.697 1.8250 0.17 -5.69 0.00 -0.143 -0.009 -0.365 1.9000 0.17 -5.55 0.00 -0.143 -0.009 -0.442 1.9000 0.21 -4.64 -0.01 -0.133 -0.009 -0.454STORY2 B81 VIGAS MAX



0.1250 0.68 2.19 0.01 0.130 0.010 5.786 1.8000 0.68 4.91 0.01 0.130 0.007 5.810 1.8700 0.68 5.02 0.01 0.130 0.008 6.156 1.8700 0.72 5.97 0.00 0.139 0.008 5.357 3.4750 0.72 9.00 0.00 0.139 0.014 6.104 STORY2 B81 VIGAS MIN 0.1250 0.21 -10.91 -0.01 -0.246 -0.011 -10.062 1.8000 0.21 -7.74 -0.01 -0.246 -0.006 -0.415 1.8700 0.21 -7.61 -0.01 -0.246 -0.007 -0.572 1.8700 0.07 -2.92 0.00 -0.238 -0.007 -0.444 3.4750 0.07 -0.32 0.00 -0.238 -0.011 -10.607 STORY2 B82 VIGAS MAX 0.1250 0.12 7.67 0.01 -0.383 0.012 7.357 0.9500 0.12 9.01 0.01 -0.383 0.006 0.482 1.7750 0.12 10.34 0.01 -0.383 0.001 8.254 STORY2 B82 VIGAS MIN 0.1250 -0.50 -13.04 0.00 -1.273 -0.003 -10.696 0.9500 -0.50 -11.48 0.00 -1.273 -0.003 -0.584 1.7750 -0.50 -9.93 0.00 -1.273 -0.004 -7.507STORY2 B84 VIGAS MAX 0.1250 0.16 11.40 0.00 1.324 0.001 8.398 0.8650 0.16 12.80 0.00 1.324 0.006 0.428 1.6050 0.16 14.20 0.00 1.324 0.014 7.353 STORY2 B84 VIGAS MIN 0.1250 -0.47 -11.17 -0.01 0.438 -0.005 -7.400 0.8650 -0.47 -9.97 -0.01 0.438 -0.004 -0.563 1.6050 -0.47 -8.77 -0.01 0.438 -0.005 -10.545STORY2 B85 VIGAS MAX 0.1250 0.08 -0.11 0.01 0.093 0.008 2.444 1.2600 0.08 1.73 0.01 0.093 0.005 1.955 1.4500 0.08 2.04 0.01 0.093 0.005 2.017 1.4500 0.15 -1.56 0.00 0.091 0.004 0.962 2.3950 0.15 23.09 0.00 0.091 0.006 4.613 STORY2 B85 VIGAS MIN 0.1250 -0.28 -9.69 0.00 -0.277 -0.006 -9.984 1.2600 -0.28 -7.55 0.00 -0.277 -0.004 -0.635 1.4500 -0.28 -7.19 0.00 -0.277 -0.004 0.533 1.4500 -0.41 -16.52 0.00 -0.278 -0.004 -0.068 2.3950 -0.41 5.55 0.00 -0.278 -0.007 -7.306STORY2 B86 VIGAS MAX 0.1250 0.20 -5.50 0.00 0.283 0.003 4.484 1.1900 0.20 15.82 0.00 0.283 0.005 0.154 1.1900 0.13 7.45 0.00 0.282 0.005 1.809 1.2250 0.13 7.51 0.00 0.282 0.005 1.836 2.3250 0.13 9.59 0.00 0.282 0.010 2.625 STORY2 B86 VIGAS MIN 0.1250 -0.46 -23.62 -0.01 -0.082 -0.003 -7.639 1.1900 -0.46 0.71 -0.01 -0.082 -0.003 -1.009 1.1900 -0.33 -2.00 0.00 -0.083 -0.004 -0.754 1.2250 -0.33 -1.94 0.00 -0.083 -0.004 -0.974 2.3250 -0.33 -0.16 0.00 -0.083 -0.007 -10.012STORY2 B87 VIGAS MAX 0.1250 0.17 9.51 0.03 1.607 0.022 5.767 0.5650 0.17 10.22 0.03 1.607 0.009 1.429 1.0050 0.17 10.93 0.03 1.607 0.009 4.184 STORY2 B87 VIGAS MIN 0.1250 -0.26 -14.30 -0.03 -0.134 -0.021 -7.673 0.5650 -0.26 -13.47 -0.03 -0.134 -0.007 -1.563 1.0050 -0.26 -12.64 -0.03 -0.134 -0.006 -3.225STORY2 B88 VIGAS MAX 0.1250 0.31 2.17 0.00 0.456 0.001 4.239 1.2600 0.31 4.01 0.00 0.456 0.002 0.890 2.3950 0.31 5.93 0.00 0.456 0.006 5.254 STORY2 B88 VIGAS MIN 0.1250 -0.33 -7.57 0.00 -0.205 -0.003 -7.066 1.2600 -0.33 -5.43 0.00 -0.205 -0.003 0.152 2.3950 -0.33 -3.37 0.00 -0.205 -0.006 -4.864STORY2 B89 VIGAS MAX



0.1250 0.27 3.61 0.00 0.202 0.006 5.316 1.2250 0.27 5.62 0.00 0.202 0.002 0.827 2.3250 0.27 7.70 0.00 0.202 0.001 4.246 STORY2 B89 VIGAS MIN 0.1250 -0.33 -5.98 0.00 -0.458 -0.007 -4.853 1.2250 -0.33 -4.14 0.00 -0.458 -0.003 0.122 2.3250 -0.33 -2.35 0.00 -0.458 -0.003 -7.058 STORY2 B90 VIGAS MAX 0.1250 0.14 12.28 0.03 0.095 0.015 4.158 0.5750 0.14 13.13 0.03 0.095 0.009 1.416 1.0250 0.14 13.98 0.03 0.095 0.022 5.871 STORY2 B90 VIGAS MIN 0.1250 -0.25 -10.99 -0.03 -1.571 -0.011 -3.368 0.5750 -0.25 -10.26 -0.03 -1.571 -0.007 -1.560 1.0250 -0.25 -9.54 -0.03 -1.571 -0.021 -7.659 STORY2 B91 VIGAS MAX 0.1250 0.35 -1.02 0.01 0.203 0.017 1.597 1.8600 0.35 1.79 0.01 0.203 0.000 1.895 3.5950 0.35 4.90 0.01 0.203 0.015 3.777 STORY2 B91 VIGAS MIN 0.1250 -0.57 -6.16 -0.01 -0.189 -0.016 -6.222 1.8600 -0.57 -2.88 -0.01 -0.189 -0.001 0.935 3.5950 -0.57 0.10 -0.01 -0.189 -0.017 -4.604STORY2 B94 VIGAS MAX 0.1250 0.40 -1.18 0.00 1.785 -0.001 -0.741 0.4025 0.40 -0.73 0.00 1.785 0.009 -0.238 0.6800 0.40 -0.28 0.00 1.785 0.018 0.364 STORY2 B94 VIGAS MIN 0.1250 -0.33 -3.84 -0.04 -0.988 -0.019 -2.376 0.4025 -0.33 -3.19 -0.04 -0.988 -0.017 -1.486 0.6800 -0.33 -2.66 -0.04 -0.988 -0.016 -1.136STORY2 B95 VIGAS MAX 0.0000 0.27 2.47 0.04 0.951 0.019 0.396 0.2775 0.27 3.07 0.04 0.951 0.011 -0.157 0.5550 0.27 3.77 0.04 0.951 0.003 -0.544 STORY2 B95 VIGAS MIN 0.0000 -0.22 0.38 0.00 -1.665 -0.020 -0.868 0.2775 -0.22 0.83 0.00 -1.665 -0.021 -1.242 0.5550 -0.22 1.28 0.00 -1.665 -0.023 -2.098STORY1 B59 VIGAS MAX 0.1250 0.18 5.86 0.00 1.295 0.005 10.076 0.8850 0.18 11.71 0.00 1.295 0.005 3.696 1.6450 0.18 18.38 0.00 1.295 0.010 6.688 STORY1 B59 VIGAS MIN 0.1250 -0.26 -19.21 -0.01 -0.355 -0.006 -12.136 0.8850 -0.26 -12.38 -0.01 -0.355 -0.001 -0.430 1.6450 -0.26 -6.38 -0.01 -0.355 0.000 -7.725 STORY1 B60 VIGAS MAX 0.1250 -0.03 17.39 0.01 0.359 0.002 4.347 0.5700 -0.03 21.12 0.01 0.359 0.008 -0.168 1.0150 -0.03 25.12 0.01 0.359 0.036 5.800 STORY1 B60 VIGAS MIN 0.1250 -0.40 -18.81 -0.06 -1.033 -0.020 -8.023 0.5700 -0.40 -15.12 -0.06 -1.033 -0.002 -4.527 1.0150 -0.40 -11.70 -0.06 -1.033 -0.004 -14.816STORY1 B61 VIGAS MAX 0.1250 1.71 -13.77 0.01 1.097 0.019 -4.159 2.4250 1.71 4.00 0.01 1.097 0.004 12.997 4.2000 1.71 21.63 0.01 1.097 0.024 3.673 4.2000 1.03 12.69 0.04 0.783 0.011 2.024 4.7250 1.03 17.41 0.04 0.783 0.009 0.370 STORY1 B61 VIGAS MIN 0.1250 -0.50 -27.15 -0.01 -0.415 -0.023 -20.652 2.4250 -0.50 -3.49 -0.01 -0.415 -0.010 7.148 4.2000 -0.50 10.16 -0.01 -0.415 -0.032 -12.722 4.2000 -0.31 1.13 -0.02 -2.241 -0.004 -10.906



4.7250 -0.31 5.17 -0.02 -2.241 -0.011 -18.807STORY1 B62 VIGAS MAX 0.1250 0.24 -4.92 0.04 0.875 0.026 -1.716 0.4475 0.24 -2.44 0.04 0.875 0.013 -0.530 0.7700 0.24 0.04 0.04 0.875 0.005 0.027 STORY1 B62 VIGAS MIN 0.1250 -0.35 -10.79 -0.03 -1.758 -0.020 -4.630 0.4475 -0.35 -6.93 -0.03 -1.758 -0.012 -1.808 0.7700 -0.35 -3.91 -0.03 -1.758 -0.009 -0.249 STORY1 B63 VIGAS MAX 0.0000 0.22 9.69 0.02 3.011 0.013 4.584 0.5075 0.22 10.65 0.02 3.011 0.002 2.418 1.0150 0.22 11.61 0.02 3.011 0.005 3.737 STORY1 B63 VIGAS MIN 0.0000 0.05 -4.43 -0.01 -2.733 -0.010 0.070 0.5075 0.05 -3.61 -0.01 -2.733 -0.003 -0.883 1.0150 0.05 -2.79 -0.01 -2.733 -0.011 -6.225STORY1 B64 VIGAS MAX 0.1250 0.34 3.44 0.00 0.310 0.000 6.176 1.3462 0.34 5.41 0.00 0.310 0.003 0.857 2.5675 0.34 7.58 0.00 0.310 0.010 5.778 STORY1 B64 VIGAS MIN 0.1250 -0.21 -8.23 -0.01 -0.800 -0.004 -8.691 1.3462 -0.21 -5.92 -0.01 -0.800 -0.002 -0.132 2.5675 -0.21 -3.81 -0.01 -0.800 -0.004 -7.049 STORY1 B65 VIGAS MAX 0.1250 0.92 3.77 0.01 0.944 0.005 7.662 1.1350 0.92 11.91 0.01 0.944 0.005 4.273 1.6200 0.92 16.27 0.01 0.944 0.008 7.901 1.6200 0.68 7.13 0.01 0.936 0.009 8.888 2.1450 0.68 11.84 0.01 0.936 0.011 10.742 STORY1 B65 VIGAS MIN 0.1250 -0.58 -18.55 -0.01 -0.399 0.000 -9.887 1.1350 -0.58 -9.86 -0.01 -0.399 -0.009 -0.068 1.6200 -0.58 -6.13 -0.01 -0.399 -0.016 -6.652 1.6200 -0.47 -5.55 0.00 -0.398 -0.018 -6.520 2.1450 -0.47 -1.51 0.00 -0.398 -0.022 -11.501STORY1 B66 VIGAS MAX 0.1250 0.08 7.22 0.00 0.579 0.001 6.884 0.8850 0.08 8.58 0.00 0.579 0.002 0.931 1.6450 0.08 10.02 0.00 0.579 0.004 3.533 STORY1 B66 VIGAS MIN 0.1250 -0.01 -8.51 0.00 -0.611 -0.002 -7.571 0.8850 -0.01 -7.20 0.00 -0.611 -0.002 -1.650 1.6450 -0.01 -5.97 0.00 -0.611 -0.005 -6.313 STORY1 B67 VIGAS MAX 0.1250 0.17 -6.00 0.03 3.017 0.013 -0.394 0.6325 0.17 -5.18 0.03 3.017 0.001 2.449 1.1400 0.17 -4.36 0.03 3.017 0.014 6.347 STORY1 B67 VIGAS MIN 0.1250 -0.02 -13.79 -0.02 -3.150 -0.012 -8.356 0.6325 -0.02 -12.51 -0.02 -3.150 -0.001 -2.727 1.1400 -0.02 -11.23 -0.02 -3.150 -0.014 0.942 STORY1 B68 VIGAS MAX 0.0000 0.23 1.54 0.00 0.983 0.002 3.943 1.2275 0.23 3.86 0.00 0.983 0.001 3.363 2.4550 0.23 6.18 0.00 0.983 0.002 2.286 STORY1 B68 VIGAS MIN 0.0000 0.00 -2.55 0.00 -0.899 -0.002 0.912 1.2275 0.00 -0.56 0.00 -0.899 -0.001 0.037 2.4550 0.00 1.43 0.00 -0.899 -0.002 -5.578 STORY1 B69 VIGAS MAX 0.1250 0.01 7.09 0.00 0.238 0.005 6.460 1.1350 0.01 9.00 0.00 0.238 0.004 1.039



2.1450 0.01 10.91 0.00 0.238 0.003 7.560 STORY1 B69 VIGAS MIN 0.1250 -0.12 -8.91 0.00 -0.263 -0.005 -7.135 1.1350 -0.12 -7.27 0.00 -0.263 -0.004 -1.663 2.1450 -0.12 -5.64 0.00 -0.263 -0.003 -11.714 STORY1 B70 VIGAS MAX 0.1250 0.07 -2.19 0.01 1.452 0.010 -1.271 0.4475 0.07 -1.67 0.01 1.452 0.008 -0.649 0.7700 0.07 -1.15 0.01 1.452 0.006 -0.179 STORY1 B70 VIGAS MIN 0.1250 -0.12 -4.63 -0.01 -1.451 -0.011 -2.817 0.4475 -0.12 -3.81 -0.01 -1.451 -0.009 -1.456 0.7700 -0.12 -3.00 -0.01 -1.451 -0.006 -0.357 STORY1 B71 VIGAS MAX 0.0000 0.21 9.80 0.01 2.669 0.009 4.564 0.5075 0.21 10.76 0.01 2.669 0.003 2.290 1.0150 0.21 11.72 0.01 2.669 0.009 3.754 STORY1 B71 VIGAS MIN 0.0000 0.05 -4.67 -0.02 -2.942 -0.011 -0.151 0.5075 0.05 -3.85 -0.02 -2.942 -0.002 -0.932 1.0150 0.05 -3.03 -0.02 -2.942 -0.005 -6.354STORY1 B72 VIGAS MAX 0.1250 0.37 3.81 0.01 0.759 0.005 6.438 1.3222 0.37 5.75 0.01 0.759 0.002 0.788 2.5194 0.37 7.88 0.01 0.759 0.004 5.967 STORY1 B72 VIGAS MIN 0.1250 -0.21 -8.48 0.00 -0.359 0.000 -8.926 1.3222 -0.21 -6.22 0.00 -0.359 -0.003 -0.195 2.5194 -0.21 -4.15 0.00 -0.359 -0.011 -7.323STORY1 B73 VIGAS MAX 0.1250 0.92 3.70 0.01 0.423 0.000 7.601 1.1350 0.92 11.84 0.01 0.423 0.009 4.287 1.6200 0.92 16.19 0.01 0.423 0.016 7.894 1.6200 0.67 7.11 0.00 0.422 0.018 8.830 2.1450 0.67 11.82 0.00 0.422 0.023 10.660 STORY1 B73 VIGAS MIN 0.1250 -0.57 -18.53 -0.01 -0.962 -0.005 -9.845 1.1350 -0.57 -9.82 -0.01 -0.962 -0.006 -0.063 1.6200 -0.57 -6.09 -0.01 -0.962 -0.009 -6.608 1.6200 -0.45 -5.50 -0.01 -0.954 -0.009 -6.449 2.1450 -0.45 -1.46 -0.01 -0.954 -0.011 -11.417STORY1 B74 VIGAS MAX 0.1250 0.18 5.72 0.01 0.379 0.007 9.976 0.8850 0.18 11.57 0.01 0.379 0.001 3.709 1.6450 0.18 18.23 0.01 0.379 0.000 6.666 STORY1 B74 VIGAS MIN 0.1250 -0.25 -19.13 0.00 -1.276 -0.005 -12.038 0.8850 -0.25 -12.30 0.00 -1.276 -0.005 -0.399 1.6450 -0.25 -6.29 0.00 -1.276 -0.011 -7.615STORY1 B75 VIGAS MAX 0.1250 -0.01 17.66 0.06 0.888 0.021 4.387 0.5700 -0.01 21.48 0.06 0.888 0.002 -0.107 1.0150 -0.01 25.48 0.06 0.888 0.005 5.773 STORY1 B75 VIGAS MIN 0.1250 -0.43 -18.53 -0.01 -0.539 -0.003 -7.838 0.5700 -0.43 -14.93 -0.01 -0.539 -0.007 -4.610 1.0150 -0.43 -11.50 -0.01 -0.539 -0.035 -15.058STORY1 B76 VIGAS MAX 0.1250 1.69 -13.80 0.01 0.432 0.023 -4.201 2.4250 1.69 3.96 0.01 0.432 0.010 13.003 4.2000 1.69 21.59 0.01 0.432 0.032 3.668 4.2000 1.00 12.65 0.02 2.268 0.004 1.998 4.7250 1.00 17.36 0.02 2.268 0.011 0.249 STORY1 B76 VIGAS MIN 0.1250 -0.46 -27.18 -0.01 -1.025 -0.020 -20.710 2.4250 -0.46 -3.50 -0.01 -1.025 -0.004 7.179 4.2000 -0.46 10.16 -0.01 -1.025 -0.024 -12.622



4.2000 -0.28 1.31 -0.04 -0.798 -0.011 -10.797 4.7250 -0.28 5.35 -0.04 -0.798 -0.009 -18.675STORY1 B77 VIGAS MAX 0.1250 0.23 -4.97 0.02 1.758 0.019 -1.749 0.4475 0.23 -2.49 0.02 1.758 0.012 -0.545 0.7700 0.23 -0.01 0.02 1.758 0.009 0.028 STORY1 B77 VIGAS MIN 0.1250 -0.34 -10.76 -0.04 -0.892 -0.027 -4.614 0.4475 -0.34 -6.90 -0.04 -0.892 -0.013 -1.784 0.7700 -0.34 -3.82 -0.04 -0.892 -0.005 -0.254STORY1 B78 VIGAS MAX 0.1250 0.93 -5.06 0.00 0.301 0.005 8.992 1.8250 0.93 8.09 0.00 0.301 0.002 7.688 3.5250 0.93 23.35 0.00 0.301 0.003 3.615 STORY1 B78 VIGAS MIN 0.1250 -0.16 -21.87 0.00 -0.473 0.000 -19.979 1.8250 -0.16 -6.67 0.00 -0.473 0.000 3.387 3.5250 -0.16 6.41 0.00 -0.473 -0.006 -19.419STORY1 B79 VIGAS MAX 0.1250 0.91 -6.07 0.00 0.479 0.003 3.846 1.8000 0.91 6.82 0.00 0.479 0.002 7.439 3.4750 0.91 21.78 0.00 0.479 0.006 9.256 STORY1 B79 VIGAS MIN 0.1250 -0.17 -23.31 0.00 -0.302 -0.006 -19.329 1.8000 -0.17 -8.27 0.00 -0.302 0.000 3.225 3.4750 -0.17 4.69 0.00 -0.302 0.000 -19.851STORY1 B80 VIGAS MAX 0.1250 0.67 3.57 0.00 0.450 0.003 10.164 1.8250 0.67 6.32 0.00 0.450 0.001 4.039 1.9000 0.67 6.44 0.00 0.450 0.001 4.184 1.9000 0.38 5.46 0.00 0.466 0.001 4.460 3.5250 0.38 8.53 0.00 0.466 0.003 6.903 STORY1 B80 VIGAS MIN 0.1250 -0.22 -8.87 0.00 0.000 -0.003 -12.138 1.8250 -0.22 -5.66 0.00 0.000 -0.003 -2.070 1.9000 -0.22 -5.52 0.00 0.000 -0.003 -2.273 1.9000 0.01 -5.60 0.00 0.005 -0.003 -2.238 3.5250 0.01 -2.97 0.00 0.005 -0.002 -9.082STORY1 B81 VIGAS MAX 0.1250 0.42 3.05 0.00 -0.010 0.004 6.957 1.8000 0.42 5.77 0.00 -0.010 0.001 4.217 1.8700 0.42 5.88 0.00 -0.010 0.001 4.458 1.8700 0.69 5.99 0.00 -0.006 0.001 4.267 3.4750 0.69 9.03 0.00 -0.006 0.003 10.165 STORY1 B81 VIGAS MIN 0.1250 -0.02 -8.57 0.00 -0.475 -0.002 -9.085 1.8000 -0.02 -5.41 0.00 -0.475 -0.003 -2.023 1.8700 -0.02 -5.28 0.00 -0.475 -0.003 -2.298 1.8700 -0.24 -6.30 0.00 -0.459 -0.003 -2.260 3.4750 -0.24 -3.70 0.00 -0.459 -0.004 -12.181STORY1 B82 VIGAS MAX 0.1250 0.37 3.29 0.01 -0.602 0.004 13.995 0.9500 0.37 22.16 0.01 -0.602 0.003 5.005 1.1300 0.37 26.43 0.01 -0.602 0.003 2.447 1.1300 0.17 11.04 0.01 -0.602 0.002 2.643 1.7750 0.17 18.70 0.01 -0.602 0.000 5.559 STORY1 B82 VIGAS MIN 0.1250 0.00 -32.70 0.00 -1.288 -0.008 -15.429 0.9500 0.00 -10.33 0.00 -1.288 -0.013 0.347 1.1300 0.00 -6.67 0.00 -1.288 -0.014 0.062 1.1300 -0.02 -9.79 -0.01 -1.284 -0.008 -0.195 1.7750 -0.02 -3.22 -0.01 -1.284 -0.004 -10.600STORY1 B83 VIGAS MAX 0.1250 0.39 -3.02 0.01 2.531 0.005 1.314 1.7500 0.39 -0.38 0.01 2.531 0.007 7.196 1.7500 0.44 6.91 0.01 1.100 0.006 7.040 1.8100 0.44 7.02 0.01 1.100 0.006 6.708 3.4950 0.44 10.21 0.01 1.100 0.004 1.602 STORY1 B83 VIGAS MIN



0.1250 0.09 -10.87 -0.01 -1.176 -0.004 -10.202 1.7500 0.09 -7.80 -0.01 -1.176 -0.005 3.174 1.7500 0.02 -0.21 -0.01 -2.352 -0.006 3.348 1.8100 0.02 -0.12 -0.01 -2.352 -0.005 3.050 3.4950 0.02 2.61 -0.01 -2.352 -0.004 -9.793STORY1 B84 VIGAS MAX 0.1250 0.19 4.73 0.01 1.390 0.000 5.826 0.5800 0.19 8.23 0.01 1.390 0.002 3.352 0.5800 0.39 6.90 0.00 1.393 0.003 2.733 0.8650 0.39 12.70 0.00 1.393 0.003 4.743 1.6050 0.39 32.82 0.00 1.393 0.003 14.287 STORY1 B84 VIGAS MIN 0.1250 -0.03 -16.88 0.00 0.688 -0.004 -9.923 0.5800 -0.03 -12.79 0.00 0.688 -0.008 -2.729 0.5800 -0.01 -29.73 -0.01 0.688 -0.014 -2.787 0.8650 -0.01 -22.96 -0.01 0.688 -0.012 -0.082 1.6050 -0.01 -6.12 -0.01 0.688 -0.006 -15.332STORY1 B85 VIGAS MAX 0.1250 0.08 2.04 0.00 -0.103 0.006 6.686 1.2600 0.08 3.88 0.00 -0.103 0.002 4.342 2.3950 0.08 33.01 0.00 -0.103 0.007 2.055 STORY1 B85 VIGAS MIN 0.1250 -0.21 -12.14 -0.01 -0.606 -0.010 -10.654 1.2600 -0.21 -9.99 -0.01 -0.606 -0.003 0.891 2.3950 -0.21 10.19 -0.01 -0.606 -0.004 -11.254STORY1 B86 VIGAS MAX 0.1250 0.07 -9.37 0.01 0.618 0.007 2.357 1.2250 0.07 10.17 0.01 0.618 0.003 4.194 2.3250 0.07 12.25 0.01 0.618 0.006 7.013 STORY1 B86 VIGAS MIN 0.1250 -0.23 -32.01 0.00 0.119 -0.004 -11.059 1.2250 -0.23 -4.32 0.00 0.119 -0.003 0.706 2.3250 -0.23 -2.53 0.00 0.119 -0.010 -10.675 STORY1 B87 VIGAS MAX 0.1250 0.46 18.33 0.02 2.316 0.006 10.300 0.5650 0.46 19.05 0.02 2.316 0.008 2.107 1.0050 0.46 19.76 0.02 2.316 0.025 6.904 STORY1 B87 VIGAS MIN 0.1250 -0.61 -21.13 -0.04 -0.377 -0.011 -10.963 0.5650 -0.61 -20.30 -0.04 -0.377 -0.004 -1.878 1.0050 -0.61 -19.47 -0.04 -0.377 -0.011 -6.462STORY1 B88 VIGAS MAX 0.1250 0.22 3.31 0.00 0.963 0.012 5.272 1.2600 0.22 5.15 0.00 0.963 0.007 0.770 2.3950 0.22 7.18 0.00 0.963 0.005 6.031 STORY1 B88 VIGAS MIN 0.1250 -0.26 -8.05 0.00 -0.057 -0.007 -7.371 1.2600 -0.26 -5.90 0.00 -0.057 -0.004 0.324 2.3950 -0.26 -3.96 0.00 -0.057 -0.004 -6.410 STORY1 B89 VIGAS MAX 0.1250 0.21 4.25 0.00 0.051 0.005 6.144 1.2250 0.21 6.15 0.00 0.051 0.007 0.707 2.3250 0.21 8.23 0.00 0.051 0.012 5.322 STORY1 B89 VIGAS MIN 0.1250 -0.26 -7.31 0.00 -0.977 -0.004 -6.449 1.2250 -0.26 -5.35 0.00 -0.977 -0.004 0.289 2.3250 -0.26 -3.57 0.00 -0.977 -0.007 -7.394 STORY1 B90 VIGAS MAX 0.1250 0.43 19.02 0.04 0.331 0.024 6.899 0.5750 0.43 19.87 0.04 0.331 0.008 2.107 1.0250 0.43 20.72 0.04 0.331 0.006 10.366 STORY1 B90 VIGAS MIN 0.1250 -0.61 -19.51 -0.02 -2.264 -0.010 -6.537 0.5750 -0.61 -18.78 -0.02 -2.264 -0.003 -1.880 1.0250 -0.61 -18.05 -0.02 -2.264 -0.011 -10.984



ETABS v8.4.8 File:MODELO EL BOSQUE Units:KN-m Noviembre 21, 2007 2:38 PAGE 1 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 COLUMNAS ENVE DIS1 Combo 1.0000 DIS2XC Combo 1.0000 DIS2YC Combo 1.0000 DIS3XC Combo 1.0000 DIS3YC Combo 1.0000 ETABS v8.4.8 File:MODELO EL BOSQUE Units:KN-m Noviembre 21, 2007 2:38 PAGE 2 C O L U M N F O R C E S STORY COLUMN LOAD LOC P V2 V3 T M2 M3 STORY4 C34 COLUMNAS MAX 0.0000 -20.56 2.74 5.19 0.192 6.711 3.623 2.0500 -17.79 2.74 5.19 0.192 2.823 4.915 STORY4 C34 COLUMNAS MIN 0.0000 -47.61 -4.93 -3.45 -0.195 -4.260 -5.197 2.0500 -43.30 -4.93 -3.45 -0.195 -3.939 -1.987 STORY4 C35 COLUMNAS MAX 0.0000 -15.62 4.81 2.72 0.191 3.414 5.280 2.0500 -12.85 4.81 2.72 0.191 1.967 2.047 STORY4 C35 COLUMNAS MIN 0.0000 -36.11 -2.70 -2.93 -0.194 -4.102 -3.495 2.0500 -31.81 -2.70 -2.93 -0.194 -2.209 -4.583 STORY4 C36 COLUMNAS MAX 0.0000 -20.39 2.80 3.48 0.190 4.385 3.704 2.0500 -17.62 2.80 3.48 0.190 4.088 4.856 STORY4 C36 COLUMNAS MIN 0.0000 -47.18 -4.87 -5.27 -0.195 -6.727 -5.127 2.0500 -42.87 -4.87 -5.27 -0.195 -2.745 -2.048 STORY4 C37 COLUMNAS MAX 0.0000 -15.74 4.87 2.95 0.191 4.123 5.315 2.0500 -12.98 4.87 2.95 0.191 2.196 2.016 STORY4 C37 COLUMNAS MIN 0.0000 -36.40 -2.72 -2.68 -0.195 -3.340 -3.556 2.0500 -32.10 -2.72 -2.68 -0.195 -1.979 -4.671 STORY3 C1 COLUMNAS MAX 0.0000 -25.93 5.36 1.99 0.355 1.699 5.792 2.0500 -23.17 5.36 1.99 0.355 10.084 7.157 STORY3 C1 COLUMNAS MIN 0.0000 -58.79 -7.37 -9.75 -0.353 -9.908 -7.961 2.0500 -54.48 -7.37 -9.75 -0.353 -2.375 -5.206 STORY3 C17 COLUMNAS MAX 0.0000 -28.64 8.32 2.83 0.365 2.945 9.466 2.0500 -25.87 8.32 2.83 0.365 9.737 7.098 STORY3 C17 COLUMNAS MIN 0.0000 -61.96 -8.02 -9.40 -0.359 -9.543 -9.335 2.0500 -57.66 -8.02 -9.40 -0.359 -2.865 -7.590 STORY3 C18 COLUMNAS MAX 0.0000 -31.48 4.19 5.37 0.359 5.920 4.604 2.0500 -28.72 4.19 5.37 0.359 6.491 9.780 STORY3 C18 COLUMNAS MIN 0.0000 -65.76 -10.45 -6.62 -0.361 -7.083 -11.652 2.0500 -61.46 -10.45 -6.62 -0.361 -5.086 -3.982 STORY3 C19 COLUMNAS MAX



0.0000 -27.37 7.19 4.22 0.356 4.639 7.228 2.0500 -24.60 7.19 4.22 0.356 3.947 2.150 STORY3 C19 COLUMNAS MIN 0.0000 -57.32 -1.80 -4.14 -0.361 -4.545 -1.557 2.0500 -53.01 -1.80 -4.14 -0.361 -4.003 -7.528 STORY3 C20 COLUMNAS MAX 0.0000 -55.04 7.88 6.99 0.360 7.853 9.045 2.0500 -52.28 7.88 6.99 0.360 5.397 7.237 STORY3 C20 COLUMNAS MIN 0.0000 -107.16 -7.85 -5.47 -0.364 -5.810 -8.865 2.0500 -102.85 -7.85 -5.47 -0.364 -6.470 -7.115 STORY3 C21 COLUMNAS MAX 0.0000 -28.62 6.05 5.72 0.354 6.517 6.267 2.0500 -25.86 6.05 5.72 0.354 5.592 4.754 STORY3 C21 COLUMNAS MIN 0.0000 -62.14 -4.89 -6.13 -0.354 -6.975 -5.278 2.0500 -57.84 -4.89 -6.13 -0.354 -5.204 -6.144 STORY3 C22 COLUMNAS MAX 0.0000 -53.18 8.52 5.90 0.365 6.495 9.152 2.0500 -50.41 8.52 5.90 0.365 7.584 5.637 STORY3 C22 COLUMNAS MIN 0.0000 -104.52 -6.06 -8.06 -0.359 -8.948 -6.781 2.0500 -100.21 -6.06 -8.06 -0.359 -5.596 -8.324 STORY3 C23 COLUMNAS MAX 0.0000 -50.84 5.54 9.04 0.363 9.903 6.245 2.0500 -48.07 5.54 9.04 0.363 8.547 7.151 STORY3 C23 COLUMNAS MIN 0.0000 -104.10 -7.52 -8.97 -0.360 -9.833 -8.265 2.0500 -99.80 -7.52 -8.97 -0.360 -8.620 -5.110 STORY3 C24 COLUMNAS MAX 0.0000 -71.38 7.01 8.73 0.354 9.697 8.062 2.0500 -68.61 7.01 8.73 0.354 8.038 6.324 STORY3 C24 COLUMNAS MIN 0.0000 -140.46 -7.35 -8.56 -0.352 -9.515 -8.747 2.0500 -136.15 -7.35 -8.56 -0.352 -8.204 -6.316 STORY3 C25 COLUMNAS MAX 0.0000 -48.69 7.32 7.29 0.352 8.182 8.414 2.0500 -45.92 7.32 7.29 0.352 6.411 5.382 STORY3 C25 COLUMNAS MIN 0.0000 -92.65 -5.94 -6.93 -0.350 -7.802 -6.789 2.0500 -88.34 -5.94 -6.93 -0.350 -6.758 -6.599 STORY3 C26 COLUMNAS MAX 0.0000 -35.13 5.12 7.06 0.363 7.903 5.473 2.0500 -32.36 5.12 7.06 0.363 6.566 5.870 STORY3 C26 COLUMNAS MIN 0.0000 -80.06 -6.13 -7.05 -0.360 -7.891 -6.696 2.0500 -75.75 -6.13 -7.05 -0.360 -6.576 -5.030 STORY3 C27 COLUMNAS MAX 0.0000 -52.33 8.47 7.79 0.360 8.628 9.062 2.0500 -49.56 8.47 7.79 0.360 5.445 5.672 STORY3 C27 COLUMNAS MIN 0.0000 -102.35 -6.11 -5.76 -0.361 -6.362 -6.855 2.0500 -98.05 -6.11 -5.76 -0.361 -7.347 -8.297 STORY3 C28 COLUMNAS MAX 0.0000 -55.05 7.78 5.38 0.368 5.670 8.949 2.0500 -52.28 7.78 5.38 0.368 6.383 7.249 STORY3 C28 COLUMNAS MIN 0.0000 -107.41 -7.88 -6.92 -0.358 -7.813 -8.901 2.0500 -103.10 -7.88 -6.92 -0.358 -5.367 -6.996



STORY3 C29 COLUMNAS MAX 0.0000 -28.39 6.04 6.14 0.355 6.988 6.245 2.0500 -25.62 6.04 6.14 0.355 5.330 4.779 STORY3 C29 COLUMNAS MIN 0.0000 -61.86 -4.92 -5.86 -0.352 -6.681 -5.304 2.0500 -57.56 -4.92 -5.86 -0.352 -5.596 -6.134 STORY3 C30 COLUMNAS MAX 0.0000 -25.67 5.31 9.58 0.355 9.730 5.733 2.0500 -22.90 5.31 9.58 0.355 2.539 7.201 STORY3 C30 COLUMNAS MIN 0.0000 -58.38 -7.41 -2.16 -0.353 -1.901 -7.992 2.0500 -54.07 -7.41 -2.16 -0.353 -9.919 -5.149 STORY3 C31 COLUMNAS MAX 0.0000 -28.43 8.33 9.46 0.361 9.568 9.460 2.0500 -25.66 8.33 9.46 0.361 2.717 6.992 STORY3 C31 COLUMNAS MIN 0.0000 -62.04 -7.92 -2.72 -0.362 -2.871 -9.243 2.0500 -57.74 -7.92 -2.72 -0.362 -9.823 -7.610 STORY3 C32 COLUMNAS MAX 0.0000 -30.48 4.10 6.56 0.365 7.047 4.495 2.0500 -27.72 4.10 6.56 0.365 4.981 9.645 STORY3 C32 COLUMNAS MIN 0.0000 -63.94 -10.30 -5.28 -0.358 -5.851 -11.473 2.0500 -59.64 -10.30 -5.28 -0.358 -6.397 -3.919 STORY3 C33 COLUMNAS MAX 0.0000 -27.09 7.20 4.12 0.364 4.509 7.244 2.0500 -24.32 7.20 4.12 0.364 4.124 2.160 STORY3 C33 COLUMNAS MIN 0.0000 -57.21 -1.82 -4.35 -0.354 -4.785 -1.576 2.0500 -52.91 -1.82 -4.35 -0.354 -3.928 -7.523 STORY2 C1 COLUMNAS MAX 0.0000 -41.62 10.10 6.32 0.593 6.637 11.501 2.0500 -38.85 10.10 6.32 0.593 11.288 10.398 STORY2 C1 COLUMNAS MIN 0.0000 -118.14 -11.53 -12.19 -0.595 -13.697 -13.246 2.0500 -113.84 -11.53 -12.19 -0.595 -6.323 -9.215 STORY2 C17 COLUMNAS MAX 0.0000 -53.59 14.74 7.92 0.595 8.928 17.400 2.0500 -50.82 14.74 7.92 0.595 10.360 12.632 STORY2 C17 COLUMNAS MIN 0.0000 -123.25 -14.36 -11.17 -0.593 -12.552 -16.797 2.0500 -118.94 -14.36 -11.17 -0.593 -7.305 -12.821 STORY2 C18 COLUMNAS MAX 0.0000 -42.54 9.29 8.41 0.596 8.881 10.499 2.0500 -39.78 9.29 8.41 0.596 9.676 13.530 STORY2 C18 COLUMNAS MIN 0.0000 -132.90 -15.40 -10.82 -0.592 -12.507 -18.045 2.0500 -129.67 -15.40 -10.82 -0.592 -8.362 -8.547 STORY2 C19 COLUMNAS MAX 0.0000 -39.27 9.98 8.03 0.592 9.200 11.262 2.0500 -36.51 9.98 8.03 0.592 7.239 4.795 STORY2 C19 COLUMNAS MIN 0.0000 -116.35 -4.08 -8.11 -0.595 -9.389 -3.565 2.0500 -112.04 -4.08 -8.11 -0.595 -7.259 -9.208 STORY2 C20 COLUMNAS MAX 0.0000 -102.64 13.08 9.64 0.594 10.495 14.964 2.0500 -99.88 13.08 9.64 0.594 8.533 11.812 STORY2 C20 COLUMNAS MIN 0.0000 -206.86 -13.58 -9.97 -0.592 -11.911 -16.024 2.0500 -202.56 -13.58 -9.97 -0.592 -9.270 -11.851



STORY2 C21 COLUMNAS MAX 0.0000 -48.93 9.96 10.28 0.595 12.033 11.416 2.0500 -46.17 9.96 10.28 0.595 9.296 7.939 STORY2 C21 COLUMNAS MIN 0.0000 -123.42 -8.13 -10.56 -0.597 -12.345 -8.736 2.0500 -119.12 -8.13 -10.56 -0.597 -9.048 -9.009 STORY2 C22 COLUMNAS MAX 0.0000 -82.41 12.02 12.41 0.594 15.031 13.753 2.0500 -79.64 12.02 12.41 0.594 11.759 9.924 STORY2 C22 COLUMNAS MIN 0.0000 -194.60 -11.20 -13.62 -0.594 -16.168 -13.047 2.0500 -190.30 -11.20 -13.62 -0.594 -10.419 -10.896 STORY2 C23 COLUMNAS MAX 0.0000 -86.65 10.73 14.64 0.594 16.976 12.503 2.0500 -83.88 10.73 14.64 0.594 12.919 10.138 STORY2 C23 COLUMNAS MIN 0.0000 -201.82 -11.32 -14.51 -0.593 -16.826 -13.069 2.0500 -197.51 -11.32 -14.51 -0.593 -13.035 -9.488 STORY2 C24 COLUMNAS MAX 0.0000 -113.35 12.34 14.06 0.594 16.400 14.376 2.0500 -110.59 12.34 14.06 0.594 12.291 12.070 STORY2 C24 COLUMNAS MIN 0.0000 -217.25 -14.12 -13.95 -0.593 -16.313 -16.883 2.0500 -212.95 -14.12 -13.95 -0.593 -12.428 -10.931 STORY2 C25 COLUMNAS MAX 0.0000 -100.56 13.22 12.19 0.594 14.403 15.612 2.0500 -97.79 13.22 12.19 0.594 10.342 9.930 STORY2 C25 COLUMNAS MIN 0.0000 -211.38 -11.33 -11.95 -0.594 -14.161 -13.305 2.0500 -207.08 -11.33 -11.95 -0.594 -10.584 -11.489 STORY2 C26 COLUMNAS MAX 0.0000 -62.26 8.95 10.80 0.593 12.472 10.149 2.0500 -59.49 8.95 10.80 0.593 9.617 9.133 STORY2 C26 COLUMNAS MIN 0.0000 -160.19 -10.21 -10.75 -0.593 -12.424 -11.803 2.0500 -155.88 -10.21 -10.75 -0.593 -9.660 -8.209 STORY2 C27 COLUMNAS MAX 0.0000 -77.88 11.97 13.56 0.595 16.164 13.699 2.0500 -75.12 11.97 13.56 0.595 10.248 9.987 STORY2 C27 COLUMNAS MIN 0.0000 -188.42 -11.27 -12.19 -0.594 -14.740 -13.112 2.0500 -184.12 -11.27 -12.19 -0.594 -11.646 -10.831 STORY2 C28 COLUMNAS MAX 0.0000 -101.79 13.01 9.86 0.592 11.781 14.881 2.0500 -99.02 13.01 9.86 0.592 9.255 11.800 STORY2 C28 COLUMNAS MIN 0.0000 -204.77 -13.56 -9.62 -0.593 -10.467 -16.003 2.0500 -200.47 -13.56 -9.62 -0.593 -8.441 -11.790 STORY2 C29 COLUMNAS MAX 0.0000 -48.84 9.91 10.65 0.596 12.451 11.352 2.0500 -46.07 9.91 10.65 0.596 9.162 7.907 STORY2 C29 COLUMNAS MIN 0.0000 -122.79 -8.10 -10.41 -0.593 -12.187 -8.704 2.0500 -118.49 -8.10 -10.41 -0.593 -9.381 -8.959 STORY2 C30 COLUMNAS MAX 0.0000 -41.17 10.01 12.17 0.595 13.662 11.393 2.0500 -38.41 10.01 12.17 0.595 6.444 10.328 STORY2 C30 COLUMNAS MIN 0.0000 -117.17 -11.46 -6.48 -0.592 -6.841 -13.168



2.0500 -112.86 -11.46 -6.48 -0.592 -11.287 -9.133 STORY2 C31 COLUMNAS MAX 0.0000 -52.42 14.67 11.26 0.594 12.654 17.317 2.0500 -49.65 14.67 11.26 0.594 7.324 12.517 STORY2 C31 COLUMNAS MIN 0.0000 -122.51 -14.23 -7.99 -0.595 -9.058 -16.644 2.0500 -118.21 -14.23 -7.99 -0.595 -10.426 -12.756 STORY2 C32 COLUMNAS MAX 0.0000 -39.54 9.10 10.74 0.591 12.333 10.272 2.0500 -36.78 9.10 10.74 0.591 8.453 13.315 STORY2 C32 COLUMNAS MIN 0.0000 -132.49 -15.16 -8.67 -0.594 -9.318 -17.762 2.0500 -129.26 -15.16 -8.67 -0.594 -9.688 -8.391 STORY2 C33 COLUMNAS MAX 0.0000 -38.92 9.96 8.14 0.593 9.420 11.236 2.0500 -36.15 9.96 8.14 0.593 7.348 4.736 STORY2 C33 COLUMNAS MIN 0.0000 -116.21 -4.01 -8.12 -0.590 -9.300 -3.493 2.0500 -111.96 -4.01 -8.12 -0.590 -7.275 -9.188 STORY1 C1 COLUMNAS MAX 0.0000 -50.69 13.31 11.39 0.560 16.706 17.241 2.0500 -47.93 13.31 11.39 0.560 10.655 10.930 STORY1 C1 COLUMNAS MIN 0.0000 -184.17 -14.13 -14.51 -0.559 -19.110 -18.038 2.0500 -180.94 -14.13 -14.51 -0.559 -6.655 -10.038 STORY1 C17 COLUMNAS MAX 0.0000 -66.16 16.20 11.85 0.558 16.248 19.469 2.0500 -63.40 16.20 11.85 0.558 9.793 13.131 STORY1 C17 COLUMNAS MIN 0.0000 -174.27 -15.85 -13.21 -0.559 -17.290 -19.362 2.0500 -169.97 -15.85 -13.21 -0.559 -8.054 -13.742 STORY1 C18 COLUMNAS MAX 0.0000 -60.86 12.84 10.86 0.557 15.033 16.885 2.0500 -58.10 12.84 10.86 0.557 10.023 13.809 STORY1 C18 COLUMNAS MIN 0.0000 -230.82 -16.38 -13.04 -0.560 -16.703 -19.774 2.0500 -227.59 -16.38 -13.04 -0.560 -7.240 -9.446 STORY1 C19 COLUMNAS MAX 0.0000 -39.93 13.10 10.59 0.560 13.691 17.080 2.0500 -37.16 13.10 10.59 0.560 8.212 4.651 STORY1 C19 COLUMNAS MIN 0.0000 -186.77 -9.21 -10.73 -0.557 -13.797 -14.235 2.0500 -183.55 -9.21 -10.73 -0.557 -8.027 -9.785 STORY1 C20 COLUMNAS MAX 0.0000 -128.87 14.47 10.91 0.560 14.265 17.887 2.0500 -126.10 14.47 10.91 0.560 9.916 12.710 STORY1 C20 COLUMNAS MIN 0.0000 -282.31 -15.32 -12.32 -0.561 -15.352 -18.701 2.0500 -278.00 -15.32 -12.32 -0.561 -8.099 -11.781 STORY1 C21 COLUMNAS MAX 0.0000 -63.46 13.05 11.96 0.559 14.752 16.788 2.0500 -60.69 13.05 11.96 0.559 9.914 7.808 STORY1 C21 COLUMNAS MIN 0.0000 -191.20 -11.49 -12.07 -0.558 -14.836 -15.743 2.0500 -186.89 -11.49 -12.07 -0.558 -9.766 -9.962 STORY1 C22 COLUMNAS MAX 0.0000 -117.41 13.79 14.67 0.559 17.970 17.185 2.0500 -114.65 13.79 14.67 0.559 12.405 10.822 STORY1 C22 COLUMNAS MIN



0.0000 -294.17 -13.71 -14.90 -0.559 -18.147 -17.287 2.0500 -289.87 -13.71 -14.90 -0.559 -12.100 -11.078 STORY1 C23 COLUMNAS MAX 0.0000 -114.38 13.05 16.31 0.559 20.512 16.260 2.0500 -111.61 13.05 16.31 0.559 12.813 10.520 STORY1 C23 COLUMNAS MIN 0.0000 -296.32 -13.20 -16.22 -0.560 -20.436 -16.538 2.0500 -292.02 -13.20 -16.22 -0.560 -12.920 -10.484 STORY1 C24 COLUMNAS MAX 0.0000 -164.78 13.82 15.27 0.559 18.896 16.858 2.0500 -162.02 13.82 15.27 0.559 12.378 13.135 STORY1 C24 COLUMNAS MIN 0.0000 -322.36 -15.24 -15.24 -0.560 -18.869 -18.113 2.0500 -318.06 -15.24 -15.24 -0.560 -12.407 -11.476 STORY1 C25 COLUMNAS MAX 0.0000 -172.72 14.53 13.35 0.559 16.167 17.400 2.0500 -169.95 14.53 13.35 0.559 11.087 10.888 STORY1 C25 COLUMNAS MIN 0.0000 -375.54 -13.48 -13.26 -0.559 -16.093 -16.754 2.0500 -371.23 -13.48 -13.26 -0.559 -11.200 -12.382 STORY1 C26 COLUMNAS MAX 0.0000 -84.42 11.82 12.04 0.560 14.822 15.317 2.0500 -81.65 11.82 12.04 0.560 9.816 9.860 STORY1 C26 COLUMNAS MIN 0.0000 -241.23 -12.68 -12.01 -0.561 -14.797 -16.139 2.0500 -236.92 -12.68 -12.01 -0.561 -9.851 -8.917 STORY1 C27 COLUMNAS MAX 0.0000 -107.58 13.79 14.98 0.559 18.215 17.209 2.0500 -104.81 13.79 14.98 0.559 11.900 10.845 STORY1 C27 COLUMNAS MIN 0.0000 -283.02 -13.74 -14.51 -0.560 -17.844 -17.328 2.0500 -278.72 -13.74 -14.51 -0.560 -12.498 -11.067 STORY1 C28 COLUMNAS MAX 0.0000 -126.80 14.39 12.31 0.560 15.357 17.788 2.0500 -124.03 14.39 12.31 0.560 8.075 12.660 STORY1 C28 COLUMNAS MIN 0.0000 -278.05 -15.25 -10.90 -0.560 -14.269 -18.611 2.0500 -273.75 -15.25 -10.90 -0.560 -9.872 -11.709 STORY1 C29 COLUMNAS MAX 0.0000 -63.87 12.97 12.15 0.559 14.904 16.692 2.0500 -61.11 12.97 12.15 0.559 9.853 7.756 STORY1 C29 COLUMNAS MIN 0.0000 -189.84 -11.42 -12.03 -0.561 -14.813 -15.650 2.0500 -185.54 -11.42 -12.03 -0.561 -9.996 -9.900 STORY1 C30 COLUMNAS MAX 0.0000 -50.16 13.18 14.55 0.559 19.159 17.084 2.0500 -47.39 13.18 14.55 0.559 6.789 10.831 STORY1 C30 COLUMNAS MIN 0.0000 -182.68 -14.00 -11.50 -0.560 -16.797 -17.878 2.0500 -179.45 -14.00 -11.50 -0.560 -10.680 -9.932 STORY1 C31 COLUMNAS MAX 0.0000 -63.77 16.09 13.31 0.559 17.381 19.322 2.0500 -61.00 16.09 13.31 0.559 8.171 12.990 STORY1 C31 COLUMNAS MIN 0.0000 -172.55 -15.69 -11.95 -0.559 -16.324 -19.176 2.0500 -168.25 -15.69 -11.95 -0.559 -9.902 -13.654 STORY1 C32 COLUMNAS MAX 0.0000 -53.60 12.66 12.93 0.561 16.629 16.683 2.0500 -50.83 12.66 12.93 0.561 7.611 13.594



STORY1 C32 COLUMNAS MIN 0.0000 -229.53 -16.17 -11.15 -0.559 -15.250 -19.545 2.0500 -226.30 -16.17 -11.15 -0.559 -9.880 -9.266 STORY1 C33 COLUMNAS MAX 0.0000 -40.03 13.01 10.78 0.559 13.849 16.951 2.0500 -37.26 13.01 10.78 0.559 8.080 4.556 STORY1 C33 COLUMNAS MIN 0.0000 -186.86 -9.09 -10.64 -0.562 -13.742 -14.077 2.0500 -183.63 -9.09 -10.64 -0.562 -8.252 -9.727

ETABS v8.4.8 File:MODELO EL BOSQUE Units:KN-m Noviembre 21, 2007 2:35 PAGE 1 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 CIRCULAR FREQ NUMBER (TIME) (CYCLES/TIME) (RADIANS/TIME) Mode 1 0.53577 1.86648 11.72744 Mode 2 0.51398 1.94559 12.22453 Mode 3 0.48361 2.06776 12.99215 Mode 4 0.18561 5.38768 33.85181 Mode 5 0.18475 5.41280 34.00965 Mode 6 0.16754 5.96872 37.50257 Mode 7 0.15243 6.56032 41.21973 Mode 8 0.14521 6.88642 43.26865 Mode 9 0.14385 6.95175 43.67913 ETABS v8.4.8 File:MODELO EL BOSQUE Units:KN-m Noviembre 21, 2007 2:35 PAGE 2 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 MODE UX UY UZ RX RY RZ Mode 1 0.1064 13.9568 0.0000 -77.4513 0.6374 -25.2231 Mode 2 15.5299 0.0148 0.0000 -0.0721 85.6102 1.0590 Mode 3 -0.2588 6.7599 0.0000 -36.4517 -1.5194 52.6221 Mode 4 0.0842 4.6549 0.0000 6.8773 -0.1215 -5.8613 Mode 5 -4.7474 0.0728 0.0000 0.1363 7.5059 -0.1282 Mode 6 -0.0253 -1.6117 0.0000 -2.3695 -0.0582 -16.6545 Mode 7 -0.0781 1.5931 0.0000 -2.6205 -0.0317 -5.8079 Mode 8 2.4091 0.1650 0.0000 -0.3162 1.9368 0.0700 Mode 9 0.2438 -1.3600 0.0000 2.0132 0.1745 -5.1548 ETABS v8.4.8 File:MODELO EL BOSQUE Units:KN-m Noviembre 21, 2007 2:35 PAGE 3 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 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 0.00 < 0> 71.29 < 71> 0.00 < 0> 81.10 < 81> 0.01 < 0> 16.54 < 17> Mode 2 88.27 < 88> 0.00 < 71> 0.00 < 0> 0.00 < 81> 99.09 < 99> 0.03 < 17> Mode 3 0.02 < 88> 16.72 < 88> 0.00 < 0> 17.96 < 99> 0.03 < 99> 71.99 < 89> Mode 4 0.00 < 88> 7.93 < 96> 0.00 < 0> 0.64 <100> 0.00 < 99> 0.89 < 89> Mode 5 8.25 < 97> 0.00 < 96> 0.00 < 0> 0.00 <100> 0.76 <100> 0.00 < 89> Mode 6 0.00 < 97> 0.95 < 97> 0.00 < 0> 0.08 <100> 0.00 <100> 7.21 < 97> Mode 7 0.00 < 97> 0.93 < 98> 0.00 < 0> 0.09 <100> 0.00 <100> 0.88 < 98> Mode 8 2.12 < 99> 0.01 < 98> 0.00 < 0> 0.00 <100> 0.05 <100> 0.00 < 98> Mode 9 0.02 < 99> 0.68 < 99> 0.00 < 0> 0.05 <100> 0.00 <100> 0.69 < 98> ETABS v8.4.8 File:MODELO EL BOSQUE Units:KN-m Noviembre 21, 2007 2:35 PAGE 4 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 (STATIC AND DYNAMIC RATIOS ARE IN PERCENT) TYPE LOAD ACCEL STORY LINK DOF STATIC DYNAMIC



Load D 0.0780 0.0000 Load L 0.0121 0.0000 Load PP 0.1380 0.0000 Accel UX 99.9335 98.6967 Accel UY 99.9260 98.5153 Accel UZ 0.0000 0.0000 Accel RX 99.9969 99.9304 Accel RY 99.9972 99.9384 Accel RZ 109.3686 98.2309 ETABS v8.4.8 File:MODELO EL BOSQUE Units:KN-m Noviembre 21, 2007 2:35 PAGE 5 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 MODE PERIOD DAMP-RATIO SPEC-FACTOR U1 U2 U3 SX Mode 1 0.535768 0.050000 1.000000 4.272000 0.000000 0.000000 SX Mode 2 0.513982 0.050000 1.000000 4.272000 0.000000 0.000000 SX Mode 3 0.483614 0.050000 1.000000 4.187999 0.000000 0.000000 SX Mode 4 0.185609 0.050000 1.000000 2.660304 0.000000 0.000000 SX Mode 5 0.184747 0.050000 1.000000 2.655888 0.000000 0.000000 SX Mode 6 0.167540 0.050000 1.000000 2.567678 0.000000 0.000000 SX Mode 7 0.152431 0.050000 1.000000 2.490225 0.000000 0.000000 SX Mode 8 0.145213 0.050000 1.000000 2.453222 0.000000 0.000000 SX Mode 9 0.143849 0.050000 1.000000 2.446226 0.000000 0.000000 SY Mode 1 0.535768 0.050000 1.000000 0.000000 4.516000 0.000000 SY Mode 2 0.513982 0.050000 1.000000 0.000000 4.516000 0.000000 SY Mode 3 0.483614 0.050000 1.000000 0.000000 4.427201 0.000000 SY Mode 4 0.185609 0.050000 1.000000 0.000000 2.812250 0.000000 SY Mode 5 0.184747 0.050000 1.000000 0.000000 2.807582 0.000000 SY Mode 6 0.167540 0.050000 1.000000 0.000000 2.714333 0.000000 SY Mode 7 0.152431 0.050000 1.000000 0.000000 2.632457 0.000000 SY Mode 8 0.145213 0.050000 1.000000 0.000000 2.593340 0.000000 SY Mode 9 0.143849 0.050000 1.000000 0.000000 2.585945 0.000000 ETABS v8.4.8 File:MODELO EL BOSQUE Units:KN-m Noviembre 21, 2007 2:35 PAGE 6 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 MODE PERIOD U1 U2 U3 SX Mode 1 0.535768 -0.003304 0.000000 0.000000 SX Mode 2 0.513982 -0.443951 0.000000 0.000000 SX Mode 3 0.483614 0.006422 0.000000 0.000000 SX Mode 4 0.185609 -0.000195 0.000000 0.000000 SX Mode 5 0.184747 0.010901 0.000000 0.000000 SX Mode 6 0.167540 0.000046 0.000000 0.000000 SX Mode 7 0.152431 0.000115 0.000000 0.000000 SX Mode 8 0.145213 -0.003157 0.000000 0.000000 SX Mode 9 0.143849 -0.000313 0.000000 0.000000 SY Mode 1 0.535768 0.000000 -0.458283 0.000000 SY Mode 2 0.513982 0.000000 -0.000448 0.000000 SY Mode 3 0.483614 0.000000 -0.177299 0.000000 SY Mode 4 0.185609 0.000000 -0.011424 0.000000 SY Mode 5 0.184747 0.000000 -0.000177 0.000000 SY Mode 6 0.167540 0.000000 0.003110 0.000000 SY Mode 7 0.152431 0.000000 -0.002468 0.000000 SY Mode 8 0.145213 0.000000 -0.000229 0.000000 SY Mode 9 0.143849 0.000000 0.001843 0.000000



ETABS v8.4.8 File:MODELO EL BOSQUE Units:KN-m Noviembre 21, 2007 2:35 PAGE 7 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 MODE DIR F1 F2 F3 M1 M2 M3 SX Mode 1 U1 0.05 6.34 0.00 -35.199 0.290 13.333 SX Mode 2 U1 1030.31 0.98 0.00 -4.780 5679.692 -3660.687 SX Mode 3 U1 0.28 -7.33 0.00 39.511 1.647 -86.903 SX Mode 4 U1 0.02 1.04 0.00 1.541 -0.027 2.724 SX Mode 5 U1 59.86 -0.92 0.00 -1.719 -94.639 -218.985 SX Mode 6 U1 0.00 0.10 0.00 0.154 0.004 1.486 SX Mode 7 U1 0.02 -0.31 0.00 0.510 0.006 -0.145 SX Mode 8 U1 14.24 0.98 0.00 -1.869 11.447 -47.359 SX Mode 9 U1 0.15 -0.81 0.00 1.201 0.104 -6.794 SX All All 1033.04 7.05 0.00 38.464 5681.239 3722.197 SY Mode 1 U2 6.71 879.68 0.00 -4881.674 40.177 1849.209 SY Mode 2 U2 1.04 0.00 0.00 -0.005 5.735 -3.696 SY Mode 3 U2 -7.75 202.30 0.00 -1090.899 -45.471 2399.381 SY Mode 4 U2 1.10 60.94 0.00 90.030 -1.591 159.183 SY Mode 5 U2 -0.97 0.01 0.00 0.028 1.535 3.552 SY Mode 6 U2 0.11 7.05 0.00 10.366 0.255 100.217 SY Mode 7 U2 -0.33 6.68 0.00 -10.989 -0.133 3.134 SY Mode 8 U2 1.03 0.07 0.00 -0.135 0.829 -3.430 SY Mode 9 U2 -0.86 4.78 0.00 -7.080 -0.614 40.067 SY All All 7.46 996.99 0.00 5496.468 44.128 3681.314


memoria de calculo de bodega acondesa

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