mc 836.097 f 005a cimentacion de comedor

EXPLORACION Y PRODUCCION

F-ING-07/R1.030912

PEMEX EXPLORACIÓN Y PRODUCCIÓN

SUBDIRECCIÓN DE MANTENIMIENTO Y LOGÍSTICA

GERENCIA DE ADMINISTRACIÓN DEL MANTENIMIENTO

COORDINACIÓN DE INGENIERÍA Y SERVICIOS TÉCNICOS

TITULO DEL DOCUMENTO:

MEMORIA DE CÁLCULO DE CIMENTACIÓN DECOMEDOR CON ÁREA PARA COCINA.

No. DE DOCUMENTO:

MC-836.097-F-005A

“ADECUACIÓN Y AMPLIACIÓN DE INSTALACIONES DE SERVICIOS Y DE PRACTICAS EN

EL CASES, E INSTALACIONES DE LA REGIÓN MARINA SUROESTE EN LA TMDB”

OT-836-097

PARAÍSO, TABASCO.

REVISIÓN: DESCRIPCIÓN: DETALLES ELABORÓ: REVISÓ: COORDINÓ: APROBÓ:APROBÓ:CLIENTE:

0APROBADO PARA CONSTRUCCIÓN

FIRMA A.S.G. D.M.CH. J.A.A.V. M.R.P.L. J.F.P.A.

FECHA MAYO-2013 MAYO-2013 MAYO-2013 MAYO-2013 MAYO-2013

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CONTENIDO.

1. INTRODUCCIÓN.............................................................................................................................................. 3

2. OBJETIVOS...................................................................................................................................................... 4

3. ALCANCE......................................................................................................................................................... 4

4. CONSIDERACIONES DE DISEÑO..................................................................................................................5

5. COMEDOR CON ÁREA DE COCINA..............................................................................................................6

6. CALCULO ESTRUCTURAL............................................................................................................................. 7

6.1. CARGA MUERTA (CM)............................................................................................................................. 7

6.2. CARGA VIVA (CV).................................................................................................................................... 9

6.3. CARGA DE VIENTO................................................................................................................................ 10

6.4. CARGA SÍSMICA.................................................................................................................................... 15

6.5. COMBINACIONES DE CARGAS............................................................................................................20

6.6. MODELADO DE LA SUBESTRUCTURA...............................................................................................22

6.7. ARCHIVO DE SALIDA............................................................................................................................ 23

6.8. DISEÑO DE LA CIMENTACIÓN............................................................................................................151

6.9. DISEÑO DE CONTRATRABE...............................................................................................................156

6.10. DISEÑO DE CADENA DE LIGA........................................................................................................160

6.11. DISEÑO DE DADOS.......................................................................................................................... 163

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7. REFERENCIAS BIBLIOGRÁFICAS.............................................................................................................172

1. INTRODUCCIÓN.

El cálculo estructural de la cimentación del comedor con área para cocina, perteneciente al recinto portuario de la

Terminal Marítima de Dos Bocas (TMDB) en paraíso, Tabasco, se realiza con base a la información

proporcionada por el proyecto arquitectónico actualmente aprobado por la supervisión de PEP, respetando las

dimensiones, elementos, fachadas, accesos y demás consideraciones propuestas. Esta estructura representa

una parte especifica del proyecto denominado: “ADECUACIÓN Y AMPLIACIÓN DE INSTALACIONES DE

SERVICIOS Y DE PRÁCTICAS EN EL CASES, E INSTALACIONES DE LA REGIÓN MARINA SUROESTE EN

LA TMDB”.

El análisis y diseño estructural de la cimentación del comedor con área para cocina, se desarrolla mediante el

uso del programa de computo de ingeniería estructural STAAD.Pro V8i, generando un modelo de análisis con las

condiciones geométricas, de apoyos y cargas actuantes similares a las que estará sometida la estructura

resistente durante su vida útil de servicio.

Este cálculo estructural cumple con los requerimientos establecidos por las normas de construcción vigentes. El

dimensionamiento y la resistencia de los materiales considerados para los elementos estructurales diseñados

que conforman a la cimentación del comedor con área para cocina proporcionan una rigidez y resistencia

requerida óptima para soportar las acciones más críticas que se presentaran durante la vida útil de la estructura,

teniendo siempre presente un diseño estructural económico.

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2. OBJETIVOS.

a) Mostrar los criterios de análisis y diseño utilizados para la realización del cálculo estructural de la

cimentación: zapata corrida, contratrabe, dado, cadena de liga, que componen la subestructura del edificio.

b) Cumplir con los estados límites de servicio y de diseño que establecen los diferentes reglamentos y

normas de construcción vigentes como son: Reglamento de Construcciones del Municipio del Centro del estado

de Tabasco (RCMCT), Normas Técnicas Complementarias del Distrito Federal para Diseño y Construcción de

Estructuras de Concreto (NTCDF), y Manual de Diseño de Obras Civiles (MDOC) de la CFE (Diseño por Sismo y

Viento) para garantizar la adecuada resistencia y condiciones de servicio del edificio principal que permita contar

con una estructura segura y confiable durante su funcionamiento en beneficios de los usuarios.

3. ALCANCE.

La presente memoria respalda y justifica el análisis y diseño estructural de la cimentación del comedor con área

para cocina, perteneciente al CASES del recinto portuario de la Terminal Marítima de Dos Bocas (TMDB) en

paraíso, Tabasco; considerando como materiales constructivos el concreto reforzado en su cimentación con una

resistencia a compresión de f’c= 250 kg/cm2, con la finalidad de proporcionar estabilidad, seguridad y

funcionabilidad en las condiciones de servicio normal y ante posibles acciones accidentales que se puedan

presentar durante la vida útil de la estructura.

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4. CONSIDERACIONES DE DISEÑO.

El análisis y diseño estructural de la cimentación del comedor con área para cocina, se realiza conforme a las

siguientes consideraciones:

a) El diseño estructural de los elementos de concreto reforzado se realiza con base a los requerimientos

establecidos en las Normas Técnicas Complementarias del Distrito Federal para diseño y construcción de

estructuras de concreto NTCDF.

b) Para el análisis y diseño estructural de los elementos de concreto reforzado se revisará que no se rebase

ningún estado límite de servicio bajo el efecto de las posibles combinaciones de acciones, sin multiplicar por

factores de carga, Para revisión de estados límite de servicio se tomará en todos los casos un factor de carga

unitario, de acuerdo a los apartados 3.3 y 3.4 de las “Normas Técnicas Complementarias Sobre Criterios y

Acciones Para El Diseño Estructural De Las Edificaciones”.

c) La resistencia a la compresión del concreto a los 28 días de colado utilizada en el análisis y diseño

estructural de los elementos de concreto reforzado será de f’c= 250 kg/cm2, con lo cual se cumple con lo

establecido en la sección 8.2.15.1 de la norma NRF-138-PEMEX-2012: “Diseño de estructuras de concreto

terrestres”

d) El acero de refuerzo utilizado en los elementos de concreto reforzado, consistirá de varillas corrugadas

con una resistencia a la fluencia de fy = 4,200 kg/cm2, con lo cual se cumple con lo establecido en la sección

8.2.15.5 de la norma NRF-138-PEMEX-2012: “Diseño de estructuras de concreto terrestres”

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e) El esfuerzo normal admisible del suelo considerado para el análisis y diseño estructural de la cimentación

del comedor con área para cocina, de la adecuación y ampliación de las instalaciones del CASES e

instalaciones de la Región Marina Suroeste en la Terminal Marítima de Dos Bocas (TMDB) será de σadm. = 5.5

ton/m2. Este valor corresponde al caso más desfavorable para el diseño según el informe del estudio de

mecánica de suelos de los diferentes lugares donde se proyecta el CASES.

f) El espectro de diseño sísmico considerado para la evaluación de la carga accidental debido al sismo

actuante en la estructura resistente y la cimentación del comedor con área para cocina, se define con base a lo

establecido en el Manual de Diseño de Obras Civiles (MDOC) de la CFE (Diseño por Sismo, 2008).

5. COMEDOR CON ÁREA PARA COCINA.

Las características de formas y geométricas (dimensiones: largo, ancho y alto) del comedor con área para

cocina, pertenecientes al CASES del recinto portuario de la TMDB utilizada en la elaboración del modelo de

análisis en el programa STAAD.Pro para el análisis y diseño de la estructura resistente y cimentación, se basa

conforme a la información indicada en los planos arquitectónicos. A continuación se muestra las plantas y

fachadas del comedor con área para cocina:

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6. CALCULO ESTRUCTURAL.

6.1.CARGA MUERTA (CM)

El peso volumétrico de los diferentes materiales considerados en la evaluación de la carga muerta para los

diversos acabados que tiene el comedor con área para cocina, se obtienen utilizando la “TABLA DE CARGAS

MUERTAS UNITARIAS DE DISEÑO” de la página 132 del Reglamento de Construcciones del Municipio del

Centro, estado de Tabasco (RCMCT).

En este caso tenemos dos casos de losa de azotea, y se describen en las siguientes tablas:

Carga muerta en losa de azotea a dos aguas

Materialγ

(kg/m3)esp. (m)

ω (kg/m2)

Entortado 5cm. espesor 2100 0.05 105.00

Aplanados en plafond 2100 0.02 42.00

Teja cerámica mixta 11 --- --- 41.80

Instalaciones diversas --- --- 15.00

Carga adicional NTCDF --- --- 40.00

CM = 243.80

Carga muerta en losa de azotea plana

Materialγ

(kg/m3)esp. (m)

ω (kg/m2)

Entortado 5cm. espesor 2100 0.05 105.00

Aplanados en plafond 2100 0.02 42.00

Impermeabilizante --- --- 6.00

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Instalaciones diversas --- --- 15.00

Carga adicional NTCDF --- --- 40.00

CM = 208.00

Carga Muerta Concentrada de equipos HVAC en azotea plana

UPA-01 2045.00 kg.

UPA-02 1983.00 kg.

VI-01 155.00 kg.

VE-01 54.00 kg.

VE-02 54.00 kg.

UC-01 (UMS-01) 81.80 kg.

CM equipos = 4372.80 kg.

Añadimos la evaluación de la carga muerta debido al peso propio de los elementos estructurales, se realiza con

el comando SELFWEIGHT Y -1 del programa estructural STAAD.Pro V8i.

6.2.CARGA VIVA (CV)

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La evaluación de la carga viva considerada para losa de azotea se realiza con base a lo establecido en Tabla 6.1

Cargas vivas unitarias, del capítulo 6 Cargas Variables de las Normas Técnicas Complementarias del Distrito

Federal sobre criterios y acciones para el diseño estructural de las edificaciones (NTCDF).

Evaluación de la carga viva establecida por normatividad NTCDF.

Destino de piso o cubierta

Carga viva (kg/m2)Aplica en la estructura

Media Instantánea Máxima

CVMD CVI CVM

Habitación ( casa-habitación,

departamentos, viviendas, dormitorios,

cuartos de hotel, internados de

escuelas, cuarteles, cárceles,

correccionales, hospitales y similares)

70 90 170Losa de

entrepiso

Azoteas con pendiente no mayor de 5 %

15 70 100Losa de azotea

6.3.CARGA DE VIENTO.

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ANÁLISIS DEL VIENTO EN DIRECCIÓN PERPENDICULAR Y PARALELO A LA CUBIERTA CON PLANTA CERRADA

Datos de análisis:

Clasificación según su importancia: B (inciso 4.1.3)

Periodo de Retorno: 50 años (inciso 4.2.2.1)

Velocidad Regional de ráfaga (Vr): 240km/h (tabla C.1, apéndice)

Tipo: 1 (inciso 4.1.4)

Categoría del terreno: 1 (inciso 4.2.1)

Sitio: Normal (inciso 4.2.4)

Temperatura (t): 27.2 ºC (tabla C.2, apéndice)

Presión Barométrica (Ω) 760 mm de Hg (Tabla. 4.2.5)

Análisis Estático:

Determinación de la Velocidad Básica de Diseño

(Ec. 4.2.1)

FT Facto de Topografía

Frz Facto de exposición local

VR Velocidad Regional de ráfaga

Velocidad Regional de Ráfaga

VR = 240 km/h De acuerdo Bases de Usuario ó (tabla C.1, apéndice)

Factor de Exposición Local (4.2.3)

Este valor se obtiene de acuerdo con las expresiones siguientes:

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RrzTD VFF=V


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Si Frz = c si z ≤ 10 (Ec. 4.2.3)

si 10 < z < δ (Ec. 4.2.4)

si z ≥ δ (Ec. 4.2.5)

z = Altura por encima del terreno naturalα = Exponente variación de la velocidadδ = Gradientec = Coeficiente de escala de rugosidad

Factor de Topografía

De acuerdo a las características topográficas, Tabla 4,2,4

Obtención de la Velocidad Básica de Diseño

Teniendo una altura z = 4.96 m se cumple la condición de la (Ec. 4.2.3)

Frz = c = 1.137 (Tabla 4.2.3)

(Ec. 4.2.1)

α = 0.099

Valores tomados de la tabla 4.2.3δ = 245

c = 1.137

FrZ = 1.137

FT = 1

VD = 272.88 km/h = 75.78 m/s

Obtención de la Presión Dinámica de Base

G = 0.99241 Ec. (4,2,10)

qz = 354.71 kg/m2 Ec. (4,2,9)

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( )α10

zrz c=F

( )α

10δ

rz c=F

RrzTD VFF=V


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La presión exterior, sobre una de las superficies de una construcción cerrada se calculará utilizando la siguiente ecuación: (inciso 4.3.2.1.1)

pn = Cpe KA KL qz (Ec. 4.3.2)

Cpe = coeficiente de presión exterior

KA = factor de reducción de presión por tamaño de áreaKL = factor de presión localqz = presión dinámica de base

Se analizará el comedor con área de cocina como una construcción con planta cerrada, por lo tanto:

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Nuestros datos de edificio son los siguientes:

d = 31.40

b = 20.50 = 4.95γ = 14º

Tenemos un factor de: KA = 0.90

Tenemos un factor de:KL = 1.00

Para MB Normal (θ = 0º), tenemos:

Cpe = 0.80 por lo tanto pn = 255.39 kg/m2

Para MB Paralelo (θ = 90º), tenemos:

Cpe = 0.80 por lo tanto pn = 255.39 kg/m2

Para MS Normal (θ = 0º), tenemos:

Cpe = -0.30 por lo tanto pn = -95.77 kg/m2

Para MS Paralelo (θ = 90º), tenemos:


Para ML, consideramos la maxima:


Para CT, consideramos la maxima:


Para CB, tenemos:


Para CS, tenemos:


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6.4.CARGA SÍSMICA.

Con base al Manual de Diseño de Obras Civiles (MDOC) de la CFE: Diseño por Sismo, y al programa de diseño

sísmico PRODISIS v2.0, se tienen los siguientes parámetros sísmicos a considerarse en la evaluación de este

tipo de caga accidental actuante en la estructura a base de marcos rígidos:

Clasificación de la estructura según su destino: GRUPO B

Clasificación de la construcción según su estructuración: TIPO 1

Factor de comportamiento sísmico: Q = 2

De acuerdo a la mecánica de suelos, tenemos:

MU

ES

TR

A

DE

LA

PR

OF

UN

DID

AD

A L

A P

RO

FU

ND

IDA

D

NU

ME

RO

DE

GO

LPE

S

% D

E

RE

CU

PE

RA

CIO

N

BR

OC

A E

N P

ULG

.

HU

ME

DA

D N

AT

UR

AL

DE

NS

IDA

D D

E

SO

LID

OS

1 0.00 - 0.45

6 3.00 - 3.45 7 444

1/2"30.0 2.43

11 6.00 - 6.65 6 444

1/2"21.6

14 7.80 - 8.25 14 784

1/2"34.0

2011.4

011.85 3 78

4 1/2"

43.5 2.33

2313.2

013.65 2 50

4 1/2"

42.0 2.27

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3017.6

018.05 2 100

4 1/2"

24.2

3420.0

020.45 8 78

4 1/2"

20.5 2.46

Sondeo mixto 2.

Después de introducir los datos en el programa PRODISIS v2.0 (número de estratos, pesos específicos y

velocidad de propagación de ondas); del sondeo mixto 2, obtenemos:

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' 1 1 ; si

' ; si

TQ Q T Ta

TaQ Q T Ta


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T a Q' a/Q'0 0.135 1.000 0.135

0.1 0.224 1.306 0.1710.2 0.312 1.612 0.1940.3 0.401 1.917 0.209

0.327 0.425 2.000 0.2130.4 0.425 2.000 0.2130.5 0.425 2.000 0.2130.6 0.425 2.000 0.2130.7 0.425 2.000 0.2130.8 0.425 2.000 0.2130.9 0.425 2.000 0.2131 0.425 2.000 0.213

1.1 0.425 2.000 0.2131.2 0.397 2.000 0.1991.3 0.367 2.000 0.1831.4 0.341 2.000 0.1701.5 0.318 2.000 0.1591.6 0.298 2.000 0.1491.7 0.281 2.000 0.1401.8 0.265 2.000 0.1321.9 0.251 2.000 0.1252 0.238 2.000 0.119

2.1 0.227 2.000 0.1142.2 0.217 2.000 0.1082.3 0.207 2.000 0.1042.4 0.199 2.000 0.0992.5 0.191 2.000 0.0952.6 0.183 2.000 0.0922.7 0.177 2.000 0.0882.8 0.170 2.000 0.0852.9 0.164 2.000 0.082

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0 0 ; si

; si

; si r

Ta a c a T Ta

Taa c Ta T Tb

Tba c T Tb

T


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3 0.159 2.000 0.0793.1 0.154 2.000 0.0773.2 0.149 2.000 0.0753.3 0.145 2.000 0.0723.4 0.140 2.000 0.0703.5 0.136 2.000 0.0683.6 0.132 2.000 0.0663.7 0.129 2.000 0.0643.8 0.125 2.000 0.0633.9 0.122 2.000 0.0614 0.119 2.000 0.060

4.1 0.116 2.000 0.0584.2 0.114 2.000 0.0574.3 0.111 2.000 0.0554.4 0.108 2.000 0.0544.5 0.106 2.000 0.0534.6 0.104 2.000 0.0524.7 0.101 2.000 0.0514.8 0.099 2.000 0.0504.9 0.097 2.000 0.0495 0.095 2.000 0.048

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Series 1 : Espectro Sísmico

6.5.COMBINACIONES DE CARGAS.

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La seguridad de la estructura se verificó para el efecto combinado de todas las acciones que tienen la

probabilidad no despreciable de ocurrir simultáneamente, rigiendo en el diseño la combinación que produjo los

efectos más desfavorables. Estas combinaciones de carga relacionados con las sumas vectoriales, se basan en

el criterio de estados límite de servicio, bajo el efecto de las posibles combinaciones de acciones, sin multiplicar

por factores de carga, Para revisión de estados límite de servicio se tomará en todos los casos un factor de carga

unitario, de acuerdo a los apartados 3.3 y 3.4 de las “Normas Técnicas Complementarias Sobre Criterios y

Acciones Para El Diseño Estructural De Las Edificaciones”. Así, las combinaciones empleadas para la revisión

de los estados límites fueron las siguientes:

CM

CVm

CVr

Sx

Sz

Vx

Vz

1.0CM + 1.0CVm

1.0CM + 1.0CVr + 1.0Sx + 0.3Sz

1.0CM + 1.0CVr + 1.0Sx - 0.3Sz

1.0CM + 1.0CVr - 1.0Sx + 0.3Sz

1.0CM + 1.0CVr - 1.0Sx - 0.3Sz

1.0CM + 1.0CVr + 0.3Sx + 1.0Sz

1.0CM + 1.0CVr + 0.3Sx - 1.0Sz

1.0CM + 1.0CVr - 0.3Sx + 1.0Sz

1.0CM + 1.0CVr - 0.3Sx - 1.0Sz

1.0CM + 1.0CVr + 1.0Vx

1.0CM + 1.0CVr - 1.0Vx

1.0CM + 1.0CVr + 1.0Vz

1.0CM + 1.0CVr - 1.0Vz

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Notación:

CM CARGA MUERTA

CVm CARGA VIVA MAXIMA

CVr CARGA VIVA REDUCIDA

Sx SISMO EN DIRECCIÓN X (carga accidental)

Sz SISMO EN DIRECCIÓN Z (carga accidental)

Vx VIENTO EN DIRECCIÓN X (carga accidental)

Vz VIENTO EN DIRECCIÓN Z (carga accidental)

6.6.MODELADO DE LA SUBESTRUCTURA.

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En el siguiente modelo de análisis, representamos los elementos principales a diseñar.

Figura A. Cimentación del edificio de comedor con área para cocina.

6.7.ARCHIVO DE SALIDA.

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A continuación mostramos el archivo de salida obtenido del análisis en el STAAD.Pro V8i

**************************************************** * * * STAAD.Pro * * Version 2007 Build 04 * * Proprietary Program of * * Research Engineers, Intl. * * Date= MAY 12, 2013 * * Time= 8:13:12 * * * * USER ID: * ****************************************************

1. STAAD SPACEINPUT FILE: Comedor Con Area Para Cocina FC 1.0.STD 2. START JOB INFORMATION 3. ENGINEER DATE 26-APR-13 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KG 7. JOINT COORDINATES 8. 1 17.92 0 23.26; 2 23.92 0 23.26; 3 29.92 0 23.26; 4 35.92 0 23.26 9. 5 41.92 0 23.26; 6 49.33 0 23.26; 7 17.92 0.1 23.26; 8 23.92 0.1 23.26 10. 9 29.92 0.1 23.26; 10 35.92 0.1 23.26; 11 41.92 0.1 23.26; 12 49.33 0.1 23.26 11. 13 17.92 4.06 23.26; 14 23.92 4.06 23.26; 15 29.92 4.06 23.26 12. 16 35.92 4.06 23.26; 17 41.92 4.06 23.26; 18 49.33 4.06 23.26; 19 17.92 0 19.5 13. 20 20.92 0 19.5; 21 23.92 0 19.5; 22 26.92 0 19.5; 23 29.92 0 19.5 14. 24 32.92 0 19.5; 25 35.92 0 19.5; 26 38.92 0 19.5; 27 41.92 0 19.5 15. 28 44.92 0 19.5; 29 17.92 0.1 19.5; 30 20.92 0.1 19.5; 31 23.92 0.1 19.5 16. 32 26.92 0.1 19.5; 33 29.92 0.1 19.5; 34 32.92 0.1 19.5; 35 35.92 0.1 19.5 17. 36 38.92 0.1 19.5; 37 41.92 0.1 19.5; 38 44.92 0.1 19.5; 39 17.92 4.59 19.5 18. 40 20.92 4.59 19.5; 41 23.92 4.59 19.5; 42 26.92 4.59 19.5; 43 29.92 4.59 19.5 19. 44 32.92 4.59 19.5; 45 35.92 4.59 19.5; 46 38.92 4.59 19.5; 47 41.92 4.59 19.5 20. 48 44.92 4.59 19.5; 49 2.17 0 17.78; 50 8.44 0 17.78; 51 14.71 0 17.78 21. 52 2.17 0.1 17.78; 53 8.44 0.1 17.78; 54 14.71 0.1 17.78; 55 2.17 3.82 17.78 22. 56 8.44 3.82 17.78; 57 14.71 3.82 17.78; 58 17.92 0 12; 59 20.92 0 12 23. 60 23.92 0 12; 61 26.92 0 12; 62 29.92 0 12; 63 32.92 0 12; 64 35.92 0 12 24. 65 40.13 0 12; 66 17.92 0.1 12; 67 20.92 0.1 12; 68 23.92 0.1 12 25. 69 26.92 0.1 12; 70 29.92 0.1 12; 71 32.92 0.1 12; 72 35.92 0.1 12 26. 73 40.13 0.1 12; 74 17.92 5.65 12; 75 20.92 5.65 12; 76 23.92 5.65 12 27. 77 26.92 5.65 12; 78 29.92 5.65 12; 79 32.92 5.65 12; 80 35.92 5.65 12 28. 81 40.13 5.65 12; 82 14.92 0 9.82; 90 14.92 5.95 9.82; 91 17.92 5.95 9.82 29. 92 20.92 5.95 9.82; 93 23.92 5.95 9.82; 94 26.92 5.95 9.82; 95 29.92 5.95 9.82 30. 96 32.92 5.95 9.82; 97 35.92 5.95 9.82; 98 14.92 0 7; 99 17.92 0 7 31. 100 20.92 0 7; 101 23.92 0 7; 102 26.92 0 7; 103 29.92 0 7; 104 32.92 0 7

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32. 105 14.92 0.1 7; 106 17.92 0.1 7; 107 20.92 0.1 7; 108 23.92 0.1 7 33. 109 26.92 0.1 7; 110 29.92 0.1 7; 111 32.92 0.1 7; 112 14.92 5.24 7 34. 113 17.92 5.24 7; 114 20.92 5.24 7; 115 23.92 5.24 7; 116 26.92 5.24 7 35. 117 29.92 5.24 7; 118 32.92 5.24 7; 119 0 0 14.42; 120 2.74579 0 13.8717 36. 121 5.97209 0 13.2274; 122 8.71788 0 12.6791; 123 11.9932 0 12.025 37. 124 14.739 0 11.4767; 125 0 0.1 14.42; 126 2.74579 0.1 13.8717 38. 127 5.97209 0.1 13.2274; 128 8.71788 0.1 12.6791; 129 11.9932 0.1 12.025 39. 130 14.739 0.1 11.4767; 131 0 3.82 14.42; 132 2.74579 3.82 13.8717 40. 133 5.97209 3.82 13.2274; 134 8.71788 3.82 12.6791; 135 11.9932 3.82 12.025 STAAD SPACE -- PAGE NO. 2

41. 136 14.739 3.82 11.4767; 137 0 5.1 14.42; 138 2.74579 5.1 13.8717 42. 139 5.97209 5.1 13.2274; 140 8.71788 5.1 12.6791; 141 11.9932 5.1 12.025 43. 142 14.739 5.1 11.4767; 143 14.92 0 2.77; 144 20.92 0 2.77; 145 26.92 0 2.77 44. 146 32.92 0 2.77; 147 14.92 0.1 2.77; 148 20.92 0.1 2.77; 149 26.92 0.1 2.77 45. 150 32.92 0.1 2.77; 151 14.92 4.18 2.77; 152 20.92 4.18 2.77 46. 153 26.92 4.18 2.77; 154 32.92 4.18 2.77; 155 20.92 4.06 23.26 47. 156 26.92 4.06 23.26; 157 32.92 4.06 23.26; 158 38.92 4.06 23.26 48. 159 44.92 4.06 23.26; 160 17.92 4.18 2.77; 161 23.92 4.18 2.77 49. 162 29.92 4.18 2.77; 163 38.92 5.65 12; 164 34.98 0 6.85 50. 165 37.4549 0 9.32487; 166 47.1422 0 19.0122; 167 49.3343 0 21.2043 51. 168 34.98 0.1 6.85; 169 37.4549 0.1 9.32487; 170 47.1422 0.1 19.0122 52. 171 49.3343 0.1 21.2043; 172 34.98 4.61 6.85; 173 37.4549 4.61 9.32487 53. 174 47.1422 4.61 19.0122; 175 49.3343 4.61 21.2043; 176 34.98 6.94 6.85 54. 177 37.4549 6.94 9.32487; 178 47.1422 6.94 19.0122; 179 49.3343 6.94 21.2043 55. 180 38.4095 0 3.42053; 181 43.5572 0 8.56827; 182 46.9796 0 11.9907 56. 183 50.5717 0 15.5828; 184 52.7637 0 17.7748; 185 38.4095 0.1 3.42053 57. 186 43.5572 0.1 8.56827; 187 46.9796 0.1 11.9907; 188 50.5717 0.1 15.5828 58. 189 52.7637 0.1 17.7748; 190 38.4095 4.61 3.42053; 191 43.5572 4.61 8.56827 59. 192 46.9796 4.61 11.9907; 193 50.5717 4.61 15.5828; 194 52.7637 4.61 17.7748 60. 195 41.8319 0 -0.00186468; 196 44.3067 0 2.47301; 197 48.7544 0 6.92071 61. 198 52.0637 0 10.23; 199 54.0012 0 12.1674; 200 56.1861 0 14.3524 62. 201 41.8319 0.1 -0.00186468; 202 44.3067 0.1 2.47301; 203 48.7544 0.1 6.92071 63. 204 52.0637 0.1 10.23; 205 54.0012 0.1 12.1674; 206 56.1861 0.1 14.3524 64. 207 41.8319 4.61 -0.00186468; 208 44.3067 4.61 2.47301 65. 209 48.7544 4.61 6.92071; 210 52.0637 4.61 10.23; 211 54.0012 4.61 12.1674 66. 212 56.1861 4.61 14.3524; 213 41.8319 6.94 -0.00186468 67. 214 44.3067 6.94 2.47301; 217 54.0012 6.94 12.1674; 218 56.1861 6.94 14.3524 68. 219 45.03 0 1.4; 221 46.5856 0 2.95564; 222 53.3526 0 9.72265 69. 223 54.8588 0 11.2288; 224 56.3084 0 12.6784; 225 45.03 0.1 1.4 70. 227 46.5856 0.1 2.95564; 228 53.3526 0.1 9.72265; 229 54.8588 0.1 11.2288 71. 230 56.3084 0.1 12.6784; 231 45.03 4.61 1.4; 233 46.5856 4.61 2.95564 72. 234 53.3526 4.61 9.72265; 235 54.8588 4.61 11.2288; 236 56.3084 4.61 12.6784 73. 237 45.03 6.12 1.4; 239 46.5856 6.12 2.95564; 240 53.3526 6.12 9.72265 74. 241 54.8588 6.12 11.2288; 242 56.3084 6.12 12.6784; 243 53.35 0 11.27 75. 245 53.35 0.1 11.27; 247 53.35 4.61 11.27; 251 56.97 0 1.95; 252 56.97 0 3.89 76. 253 56.97 0 5.84; 254 56.97 0 8.08; 255 56.97 0 9.53; 256 56.97 0 11.28 77. 257 56.97 0.1 1.95; 258 56.97 0.1 3.89; 259 56.97 0.1 5.84; 260 56.97 0.1 8.08 78. 261 56.97 0.1 9.53; 262 56.97 0.1 11.28; 263 56.97 4.61 1.95 79. 264 56.97 4.61 3.89; 265 56.97 4.61 5.84; 266 56.97 4.61 8.08 80. 267 56.97 4.61 9.53; 268 56.97 4.61 11.28; 270 56.97 5.31 3.89 81. 271 56.97 5.31 5.84; 272 56.97 5.31 8.08; 273 56.97 5.31 9.53 82. 274 56.97 5.31 11.28; 275 49.09 0 1.95; 276 51.4 0 1.95; 277 53.35 0 1.95 83. 278 54.17 0 1.95; 279 56.17 0 1.95; 281 49.09 0.1 1.95; 282 51.4 0.1 1.95 84. 283 53.35 0.1 1.95; 284 54.17 0.1 1.95; 285 56.17 0.1 1.95 85. 287 49.09 4.61 1.95; 288 51.4 4.61 1.95; 289 53.35 4.61 1.95

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86. 290 54.17 4.61 1.95; 291 56.17 4.61 1.95; 293 49.09 5.31 1.95 87. 294 51.4 5.31 1.95; 295 53.35 5.31 1.95; 296 54.17 5.31 1.95 88. 297 56.17 5.31 1.95; 299 53.35 0 3.88; 300 55.24 0 3.88; 301 53.35 0.1 3.88 89. 302 55.24 0.1 3.88; 303 53.35 4.61 3.88; 304 55.24 4.61 3.88; 305 53.35 0 5.83 90. 306 55.24 0 5.83; 307 53.35 0.1 5.83; 308 55.24 0.1 5.83; 309 53.35 4.61 5.83 91. 310 55.24 4.61 5.83; 311 53.35 0 8.07; 312 55.24 0 8.07; 313 53.35 0.1 8.07 92. 314 55.24 0.1 8.07; 315 53.35 4.61 8.07; 316 55.24 4.61 8.07; 317 53.35 0 9.52 93. 318 55.24 0 9.52; 319 53.35 0.1 9.52; 320 55.24 0.1 9.52; 321 53.35 4.61 9.52 94. 322 55.24 4.61 9.52; 323 49.09 0 2.95; 325 49.09 0.1 2.95; 327 49.09 4.61 2.95 95. 328 51.4 0 3.88; 330 51.4 0.1 3.88; 332 51.4 4.61 3.88; 333 51.4 0 6.92 96. 335 51.4 0.1 6.92; 337 51.4 4.61 6.92; 338 45.5794 4.61 1.94941 STAAD SPACE -- PAGE NO. 3

97. 339 45.5794 5.31 1.94941; 340 45.5794 0.1 1.94941; 341 53.35 0.1 6.92 98. 342 53.35 4.61 6.92; 343 53.3507 0.1 11.5169; 344 53.3507 4.61 11.5169 99. 345 44.7875 0.1 2.95384; 346 44.7875 4.61 2.95384; 347 51.399 0.1 9.56528 100. 348 51.399 4.61 9.56528; 349 49.0944 0.1 6.92062; 350 49.0944 4.61 6.92062 101. 351 49.091 0.1 3.88062; 352 49.091 4.61 3.88062; 353 54.9083 0.1 11.2783 102. 354 54.9083 4.61 11.2783; 355 54.9083 5.31 11.2783; 356 44.7875 5.31 2.95384 103. 357 46.5856 5.31 2.95564; 358 53.3507 5.31 11.5169; 359 53.3526 5.31 9.72265 104. 360 55.13 0 20.59; 361 58.5241 0 17.1959; 362 55.13 0.1 20.59 105. 363 58.5241 0.1 17.1959; 364 55.13 3.38 20.59; 365 58.5241 3.38 17.1959 106. 366 55.9386 0.1 14.5999; 367 52.5445 0.1 17.994; 368 52.7637 4.18 17.7748 107. 369 56.1861 4.18 14.3524; 370 52.5445 4.18 17.994; 371 55.9386 4.18 14.5999 108. 372 49.3343 4.18 21.2043; 373 40.1278 4.61 11.9977; 374 40.13 4.61 12 109. 375 39.0615 0.1 2.76858; 376 38.4095 4.18 3.42053 110. 377 41.8319 4.18 -0.00186468; 378 39.0615 4.18 2.76858 111. 379 35.1299 0.1 6.99991; 380 35.1299 4.61 6.99991; 382 35.1299 5.24 6.99991 112. 383 14.92 0.1 9.82; 384 37.9499 4.61 9.81985; 386 37.9499 5.95 9.81985 113. 389 47.6294 0.1 19.4994; 390 17.92 0.1 14.5; 391 17.92 5.29667 14.5 114. 392 17.92 0 14.5; 393 47.6294 4.59 19.4994; 394 44.9205 4.97288 16.7905 115. 395 41.9218 5.39674 13.7918; 396 34.98 5.203 6.85; 397 17.92 0.1 9.82 116. 398 35.9198 0.1 7.78974; 400 41.9174 0.1 13.7874; 401 49.3343 4.35 21.2043 117. 402 40.8844 4.61 5.89541; 403 46.9795 4.61 5.14586; 404 50.402 4.61 8.56826 118. 405 17.92 0.1 17.783; 406 17.92 0.1 11.477; 408 17.92 3.89988 24.3959 119. 410 14.92 3.90046 1.65449; 411 20.92 3.89988 24.3959 120. 412 23.92 3.89988 24.3959; 413 26.92 3.89988 24.3959 121. 414 29.92 3.89988 24.3959; 415 32.92 3.89988 24.3959 122. 416 35.92 3.89988 24.3959; 417 38.92 3.89988 24.3959 123. 418 41.92 3.89988 24.3959; 419 44.92 3.89988 24.3959 124. 420 49.33 3.89988 24.3959; 421 17.92 3.90046 1.65449 125. 422 20.92 3.90046 1.65449; 423 23.92 3.90046 1.65449 126. 424 26.92 3.90046 1.65449; 425 29.92 3.90046 1.65449 127. 426 32.92 3.90046 1.65449; 427 39.0615 3.90046 1.65307; 429 16.12 5.65 12 128. 430 16.12 5.29667 14.5; 431 16.12 4.59 19.5; 432 16.12 4.06 23.26 129. 434 14.42 4.18 2.77; 435 14.42 5.24 7; 436 14.42 5.95 9.82 130. 438 55.4749 3.2733 20.9363; 439 58.869 3.2733 17.5422 131. 441 58.8777 3.38 16.8423; 442 54.7764 3.38 20.9436; 443 2.17016 0.1 13.9866 132. 444 8.4433 0.1 12.7339; 446 17.038 3.82 17.7822; 448 0.67 3.82 17.78 133. 450 17.0435 3.82 11.0165; 451 0.889 3.82 17.78; 452 0.891401 3.82 14.242 134. 453 1.739 3.82 17.78; 454 1.74162 3.82 14.0722; 455 2.591 3.82 17.78 135. 456 2.59183 3.82 13.9024; 457 3.441 3.82 17.78; 458 3.44106 3.82 13.7329 136. 459 4.291 3.82 17.78; 460 4.29127 3.82 13.5631; 461 5.141 3.82 17.78 137. 462 5.14149 3.82 13.3933; 463 5.991 3.82 17.78; 464 5.99268 3.82 13.2233 138. 465 6.841 3.82 17.78; 466 6.8429 3.82 13.0535; 467 7.691 3.82 17.78 139. 468 7.69311 3.82 12.8837; 469 8.539 3.82 17.78; 470 8.54333 3.82 12.714

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140. 471 9.389 3.82 17.78; 472 9.39256 3.82 12.5444; 473 10.239 3.82 17.78 141. 474 10.2428 3.82 12.3746; 475 11.089 3.82 17.78; 476 11.093 3.82 12.2048 142. 477 11.939 3.82 17.78; 478 11.9432 3.82 12.035; 479 12.789 3.82 17.78 143. 480 12.7924 3.82 11.8654; 481 13.639 3.82 17.78; 482 13.6426 3.82 11.6956 144. 483 14.489 3.82 17.78; 484 14.4929 3.82 11.5259; 485 15.338 3.82 17.7806 145. 486 15.3421 3.82 11.3563; 487 16.188 3.82 17.7814; 488 16.1923 3.82 11.1865 146. 489 5.305 0.1 17.78; 490 11.575 0.1 17.78; 491 5.30623 0.1 13.3604 147. 492 11.5784 0.1 12.1078; 524 16.12 5.95 9.82; 567 46.976 4.61 11.9942 148. 601 40.1278 6.94 11.9977; 602 46.9796 6.94 5.14587; 607 50.402 6.94 8.56824 149. 608 38.406 6.94 3.42407; 609 52.7602 6.94 17.7784; 636 46.9795 0.1 5.14586 150. 637 50.402 0.1 8.56826; 645 43.13 0.1 12; 646 43.13 0 12; 648 43.13 4.61 12 151. 652 52.191 4.18 18.3475; 653 56.97 5.31 1.95; 655 56.2922 4.18 14.2463 152. 656 45.5794 0 1.94941; 657 43.5508 0.1 15.4208; 658 0 1.96 14.42 STAAD SPACE -- PAGE NO. 4

153. 659 2.74579 1.96 13.8717; 660 5.97209 1.96 13.2274; 661 8.71788 1.96 12.6791 154. 662 11.9932 1.96 12.025; 663 14.739 1.96 11.4767 155. MEMBER INCIDENCES 156. 1 7 8; 2 8 9; 3 9 10; 4 10 11; 5 11 12; 6 13 155; 7 14 156; 8 15 157; 9 16 158 157. 10 17 159; 11 1 7; 12 2 8; 13 3 9; 14 4 10; 15 5 11; 16 6 12; 17 7 13; 18 8 14 158. 19 9 15; 20 10 16; 21 11 17; 22 12 18; 23 29 30; 24 30 31; 25 31 32; 26 32 33 159. 27 33 34; 28 34 35; 29 35 36; 30 36 37; 31 37 38; 32 39 40; 33 40 41; 34 41 42 160. 35 42 43; 36 43 44; 37 44 45; 38 45 46; 39 46 47; 40 47 48; 41 19 29; 42 20 30 161. 43 21 31; 44 22 32; 45 23 33; 46 24 34; 47 25 35; 48 26 36; 49 27 37; 50 28 38 162. 51 29 39; 52 30 40; 53 31 41; 54 32 42; 55 33 43; 56 34 44; 57 35 45; 58 36 46 163. 59 37 47; 60 38 48; 61 52 489; 62 53 490; 63 55 455; 64 56 469; 65 49 52 164. 66 50 53; 67 51 54; 68 52 55; 69 53 56; 70 54 57; 71 66 67; 72 67 68; 73 68 69 165. 74 69 70; 75 70 71; 76 71 72; 77 72 73; 78 74 75; 79 75 76; 80 76 77; 81 77 78 166. 82 78 79; 83 79 80; 84 80 163; 85 58 66; 86 59 67; 87 60 68; 88 61 69 167. 89 62 70; 90 63 71; 91 64 72; 92 65 73; 93 66 74; 94 67 75; 95 68 76; 96 69 77 168. 97 70 78; 98 71 79; 99 72 80; 100 73 374; 101 90 524; 102 91 92; 103 92 93 169. 104 93 94; 105 94 95; 106 95 96; 107 96 97; 108 82 383; 116 105 106 170. 117 106 107; 118 107 108; 119 108 109; 120 109 110; 121 110 111; 122 112 113 171. 123 113 114; 124 114 115; 125 115 116; 126 116 117; 127 117 118; 128 98 105 172. 129 99 106; 130 100 107; 131 101 108; 132 102 109; 133 103 110; 134 104 111 173. 135 105 112; 136 106 113; 137 107 114; 138 108 115; 139 109 116; 140 110 117 174. 141 111 118; 142 125 443; 143 126 491; 144 127 444; 145 128 492; 146 129 130 175. 147 131 452; 148 132 458; 149 133 464; 150 134 472; 151 135 480; 152 137 138 176. 154 139 140; 156 141 142; 157 119 125; 158 120 126; 159 121 127; 160 122 128 177. 161 123 129; 162 124 130; 163 125 658; 164 126 659; 165 127 660; 166 128 661 178. 167 129 662; 168 130 663; 169 131 137; 170 132 138; 171 133 139; 172 134 140 179. 173 135 141; 174 136 142; 175 147 148; 176 148 149; 177 149 150; 178 151 160 180. 179 152 161; 180 153 162; 181 143 147; 182 144 148; 183 145 149; 184 146 150 181. 185 147 151; 186 148 152; 187 149 153; 188 150 154; 189 90 112; 190 112 151 182. 191 13 39; 192 39 391; 193 74 91; 194 91 113; 195 155 14; 196 156 15 183. 197 157 16; 198 158 17; 199 159 18; 200 160 152; 201 161 153; 202 162 154 184. 203 113 160; 207 92 114; 208 114 152; 212 93 115; 213 115 161; 217 94 116 185. 218 116 153; 222 95 117; 223 117 162; 227 96 118; 228 118 154; 232 163 81 186. 237 168 379; 239 170 389; 240 172 380; 241 173 384; 243 176 177; 244 177 601 187. 246 164 168; 247 165 169; 248 166 170; 249 167 171; 250 168 172; 251 169 173 188. 252 170 174; 256 174 178; 257 175 179; 258 185 186; 259 186 187; 260 187 188 189. 261 188 189; 262 190 402; 263 191 192; 264 192 193; 266 180 185; 267 181 186 190. 268 182 187; 269 183 188; 270 184 189; 271 185 376; 272 186 191; 273 187 192 191. 274 188 193; 275 189 368; 276 201 202; 277 202 345; 278 203 637; 279 204 343 192. 281 207 208; 282 208 346; 283 209 404; 284 210 344; 286 213 214; 287 214 602 193. 290 217 218; 291 195 201; 292 196 202; 293 197 203; 294 198 204; 295 199 205

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194. 296 200 206; 297 201 377; 298 202 208; 299 203 209; 300 204 210; 301 205 211 195. 302 206 369; 303 207 213; 304 208 214; 307 211 217; 308 212 218; 309 171 367 196. 310 189 366; 316 190 207; 317 179 609; 318 176 608; 319 225 340; 323 229 353 197. 324 231 338; 328 235 354; 332 240 241; 333 241 242; 334 219 225; 336 221 227 198. 337 222 228; 338 223 229; 339 224 230; 340 225 231; 342 227 233; 343 228 234 199. 344 229 235; 345 230 236; 346 231 237; 348 233 357; 349 234 359; 350 235 241 200. 351 236 242; 355 243 245; 357 245 247; 363 259 260; 364 260 261; 365 261 262 201. 367 264 265; 370 267 268; 372 270 271; 373 271 272; 374 272 273; 375 273 274 202. 376 251 257; 377 252 258; 378 253 259; 379 254 260; 380 255 261; 381 256 262 203. 382 257 263; 383 258 264; 384 259 265; 385 260 266; 386 261 267; 387 262 268 204. 389 264 270; 390 265 271; 391 266 272; 392 267 273; 393 268 274; 394 281 282 205. 395 282 283; 396 283 284; 399 287 288; 400 288 289; 401 289 290; 404 293 294 206. 405 294 295; 406 295 296; 407 296 297; 409 275 281; 410 276 282; 411 277 283 207. 412 278 284; 413 279 285; 415 281 287; 416 282 288; 417 283 289; 418 284 290 208. 419 285 291; 421 287 293; 422 288 294; 423 289 295; 424 290 296; 425 291 297 STAAD SPACE -- PAGE NO. 5

209. 427 301 302; 428 303 304; 429 299 301; 430 300 302; 431 301 303; 432 302 304 210. 433 307 308; 434 309 310; 435 305 307; 436 306 308; 437 307 309; 438 308 310 211. 439 313 314; 440 315 316; 441 311 313; 442 312 314; 443 313 315; 444 314 316 212. 445 319 320; 446 321 322; 447 317 319; 448 318 320; 449 319 321; 450 320 322 213. 451 301 307; 453 303 309; 454 304 310; 455 307 341; 457 309 342; 459 313 319 214. 461 315 321; 465 323 325; 467 325 327; 470 328 330; 472 330 332; 475 333 335 215. 477 335 337; 478 320 261; 479 314 260; 480 308 259; 481 302 258; 482 322 267 216. 483 316 266; 484 310 265; 485 304 264; 486 325 281; 487 327 287; 488 335 330 217. 489 330 282; 490 337 332; 491 332 288; 492 301 283; 494 330 301; 496 227 325 218. 497 233 327; 499 338 287; 500 338 339; 501 339 293; 503 340 281; 504 341 313 219. 505 335 341; 506 342 315; 508 245 228; 509 228 319; 510 234 321; 512 343 245 220. 513 247 234; 515 344 247; 516 345 636; 517 345 227; 518 346 403; 519 346 233 221. 520 203 349; 522 347 204; 523 347 335; 524 348 210; 525 348 337; 526 349 335 222. 527 349 351; 528 350 337; 529 350 352; 530 351 325; 531 351 330; 532 352 327 223. 535 353 262; 537 354 268; 538 354 355; 539 355 274; 540 346 356; 541 357 239 224. 542 356 357; 543 344 358; 544 359 240; 545 358 359; 546 259 258; 547 258 257 225. 548 362 363; 549 364 365; 550 360 362; 551 361 363; 552 362 364; 553 363 365 226. 554 366 206; 555 363 366; 557 362 367; 558 368 194; 559 369 212; 562 372 401 227. 563 372 652; 565 368 371; 567 364 370; 568 365 371; 570 374 81; 571 375 201 228. 572 150 375; 573 376 190; 575 377 207; 577 378 377; 578 154 378; 579 379 398 229. 580 111 379; 581 380 173; 583 380 382; 584 118 382; 586 383 90; 587 384 373 230. 590 97 386; 595 12 171; 598 38 389; 599 383 105; 600 105 147; 601 7 29 231. 602 29 405; 603 66 406; 604 390 66; 605 391 74; 606 390 391; 607 392 390 232. 609 48 393; 611 393 394; 612 394 395; 614 395 81; 616 81 386; 617 384 386 233. 618 173 177; 619 386 382; 620 172 396; 621 396 176; 622 382 396; 624 397 106 234. 625 383 397; 626 8 31; 627 31 68; 628 68 108; 629 9 33; 630 33 70; 631 70 110 235. 632 10 35; 633 35 72; 634 398 169; 635 72 398; 636 11 37; 638 400 657 236. 639 37 400; 640 107 148; 641 109 149; 642 111 150; 643 171 372; 644 401 175 237. 648 193 211; 649 402 191; 651 402 208; 653 403 209; 654 191 403; 655 404 348 238. 656 192 404; 657 405 390; 658 54 405; 659 406 397; 660 130 406; 661 54 130 239. 663 408 13; 664 151 410; 665 411 155; 666 412 14; 667 413 156; 668 414 15 240. 669 415 157; 670 416 16; 671 417 158; 672 418 17; 673 419 159; 674 420 18 241. 675 160 421; 676 152 422; 677 161 423; 678 153 424; 679 162 425; 680 154 426 242. 681 378 427; 683 429 74; 684 430 391; 685 431 39; 686 432 13; 688 434 151 243. 689 435 112; 690 436 90; 692 438 364; 693 439 365; 694 365 441; 695 442 364 244. 696 443 126; 697 52 443; 698 444 128; 699 53 444; 700 57 485; 702 448 451 245. 703 136 486; 704 448 131; 705 451 453; 706 452 454; 707 451 452; 708 453 55 246. 709 454 456; 710 453 454; 711 455 457; 712 456 132; 713 455 456; 714 457 459 247. 715 458 460; 716 457 458; 717 459 461; 718 460 462; 719 459 460; 720 461 463

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248. 721 462 133; 722 461 462; 723 463 465; 724 464 466; 725 463 464; 726 465 467 249. 727 466 468; 728 465 466; 729 467 56; 730 468 470; 731 467 468; 732 469 471 250. 733 470 134; 734 469 470; 735 471 473; 736 472 474; 737 471 472; 738 473 475 251. 739 474 476; 740 473 474; 741 475 477; 742 476 478; 743 475 476; 744 477 479 252. 745 478 135; 746 477 478; 747 479 481; 748 480 482; 749 479 480; 750 481 483 253. 751 482 484; 752 481 482; 753 483 57; 754 484 136; 755 483 484; 756 485 487 254. 757 486 488; 758 485 486; 759 487 446; 760 488 450; 761 487 488; 762 446 450 255. 763 489 53; 764 490 54; 765 491 127; 766 489 491; 767 492 129; 768 490 492 256. 769 371 369; 826 524 91; 936 81 601; 938 403 602; 952 602 607; 953 607 217 257. 954 404 607; 957 608 213; 958 609 218; 959 194 609; 960 190 608; 1014 170 188 258. 1015 188 205; 1016 636 203; 1018 186 636; 1019 637 347; 1020 187 637 259. 1061 73 645; 1062 646 645; 1063 645 648; 1064 373 648; 1065 645 187 260. 1066 648 567; 1069 652 370; 1072 155 40; 1073 40 75; 1074 75 92; 1075 14 41 261. 1076 41 76; 1077 76 93; 1078 156 42; 1079 42 77; 1080 77 94; 1081 15 43 262. 1082 43 78; 1083 78 95; 1084 157 44; 1085 44 79; 1086 79 96; 1087 16 45 263. 1088 45 80; 1089 80 97; 1090 158 46; 1091 46 163; 1092 17 47; 1093 47 395 264. 1094 159 48; 1095 48 394; 1096 393 401; 1097 18 401; 1100 378 376 STAAD SPACE -- PAGE NO. 6

265. 1101 378 396; 1102 190 172; 1103 402 173; 1104 191 373; 1105 350 209 266. 1106 338 233; 1107 289 303; 1108 303 332; 1109 332 352; 1110 264 263 267. 1111 322 316; 1112 316 310; 1113 266 265; 1114 267 266; 1115 211 344 268. 1116 212 211; 1117 175 194; 1118 370 368; 1119 236 354; 1120 235 234 269. 1121 263 653; 1122 270 653; 1123 290 291; 1124 291 263; 1125 297 653 270. 1126 194 193; 1127 174 193; 1128 337 342; 1129 179 178; 1130 239 237 271. 1131 194 212; 1132 374 174; 1133 601 178; 1154 175 174; 1216 369 655 272. 1241 389 171; 1242 185 375; 1243 168 185; 1244 400 73; 1245 73 169 273. 1246 73 186; 1247 367 189; 1248 206 205; 1249 205 343; 1250 228 229 274. 1251 353 230; 1252 284 285; 1253 285 257; 1254 656 340; 1255 340 227 275. 1256 340 338; 1275 125 52; 1276 657 170; 1277 657 187; 1297 658 131 276. 1298 659 132; 1299 660 133; 1300 661 134; 1301 662 135; 1302 663 136 277. 1303 658 659; 1304 660 661; 1305 662 663 278. ELEMENT INCIDENCES SHELL 279. 1134 408 411 155 13; 1135 411 412 14 155; 1136 412 413 156 14 280. 1137 413 414 15 156; 1138 414 415 157 15; 1139 415 416 16 157 281. 1140 416 417 158 16; 1141 417 418 17 158; 1142 418 419 159 17 282. 1143 419 420 18 159; 1144 432 13 39 431; 1145 13 155 40 39; 1146 155 14 41 40 283. 1147 14 156 42 41; 1148 156 15 43 42; 1149 15 157 44 43; 1150 157 16 45 44 284. 1151 16 158 46 45; 1152 158 17 47 46; 1153 17 159 48 47; 1155 159 18 393 48 285. 1156 18 401 393; 1157 431 39 391 430; 1158 430 391 74 429; 1159 39 40 75 74 286. 1160 40 41 76 75; 1161 41 42 77 76; 1162 42 43 78 77; 1163 43 44 79 78 287. 1164 44 45 80 79; 1165 45 46 163 80; 1166 46 47 395 163; 1167 47 48 394 395 288. 1168 163 395 81; 1169 48 393 394; 1170 163 386 81; 1171 429 74 91 524 289. 1172 74 75 92 91; 1173 75 76 93 92; 1174 76 77 94 93; 1175 77 78 95 94 290. 1176 78 79 96 95; 1177 79 80 97 96; 1178 80 163 386 97; 1179 432 408 13 291. 1180 436 90 112 435; 1181 90 91 113 112; 1182 91 92 114 113 292. 1183 92 93 115 114; 1184 93 94 116 115; 1185 94 95 117 116; 1186 95 96 118 117 293. 1187 96 97 382 118; 1188 382 97 386; 1189 435 112 151 434 294. 1190 112 113 160 151; 1191 113 114 152 160; 1192 114 115 161 152 295. 1193 115 116 153 161; 1194 116 117 162 153; 1195 117 118 154 162 296. 1196 434 151 410; 1197 410 151 160 421; 1198 421 160 152 422 297. 1199 422 152 161 423; 1200 423 161 153 424; 1201 424 153 162 425 298. 1202 425 162 154 426; 1203 426 154 378 427; 1205 154 396 378 299. 1206 175 194 193 174; 1207 194 212 211 193; 1208 174 193 567 373 300. 1209 193 211 404 192; 1210 567 404 403 191; 1211 373 567 191 301. 1212 373 191 402 173; 1213 191 403 208 402; 1214 173 402 190 172

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302. 1215 402 208 207 190; 1217 442 364 370 652; 1218 438 439 365 364 303. 1219 364 365 371 370; 1220 365 441 655 371; 1221 442 438 364; 1222 365 439 441 304. 1223 348 344 342 337; 1224 209 348 337; 1226 354 268 267 322 305. 1227 321 322 316 315; 1228 322 267 266 316; 1229 315 316 310 309 306. 1230 316 266 265 310; 1231 350 337 332 352; 1232 337 342 303 332 307. 1233 309 310 304 303; 1234 310 265 264 304; 1236 346 209 233 308. 1237 338 233 327 287; 1238 287 352 332 288; 1239 288 332 303 289 309. 1240 289 303 264 263; 1258 118 396 154; 1260 234 235 322; 1261 321 234 322 310. 1262 172 173 177 176; 1263 173 373 601 177; 1264 373 174 178 601 311. 1265 174 175 179 178; 1266 175 194 609 179; 1267 194 212 218 609 312. 1268 212 211 217 218; 1269 211 404 607 217; 1270 404 403 602 607 313. 1271 403 208 214 602; 1272 208 207 213 214; 1273 207 190 608 213 314. 1274 190 172 176 608; 1278 236 235 241 242; 1279 235 234 240 241 315. 1280 233 231 237 239; 1281 346 233 357 356; 1282 344 234 359 358 316. 1283 354 268 274 355; 1284 268 267 273 274; 1285 267 266 272 273 317. 1286 266 265 271 272; 1287 265 264 270 271; 1288 264 263 653 270 318. 1289 263 291 297 653; 1290 291 290 296 297; 1291 290 289 295 296 319. 1292 289 288 294 295; 1293 288 287 293 294; 1294 287 338 339 293 320. 1295 209 327 233 STAAD SPACE -- PAGE NO. 7

321. ELEMENT PROPERTY 322. 1134 TO 1153 1155 TO 1203 1205 1217 TO 1224 1226 TO 1234 1236 TO 1240 1258 - 323. 1260 1261 1295 THICKNESS 0.1 324. 1206 TO 1215 THICKNESS 0.12 325. 1262 TO 1274 1278 TO 1294 THICKNESS 0.1 326. DEFINE MATERIAL START 327. ISOTROPIC CONCRETE 328. E 2.21467E+009 329. POISSON 0.17 330. DENSITY 2402.62 331. ALPHA 1E-005 332. DAMP 0.05 333. ISOTROPIC MAMPOSTERIA 334. E 5.25E+007 335. POISSON 0.15 336. DENSITY 1700 337. ALPHA 1E-005 338. DAMP 0.05 339. G 2.1E+007 340. END DEFINE MATERIAL 341. MEMBER PROPERTY AMERICAN 342. 11 TO 22 65 TO 70 86 TO 92 94 TO 100 108 128 135 181 TO 188 269 274 - 343. 550 TO 553 586 1062 1063 PRIS YD 0.4 344. 41 TO 60 85 93 129 TO 134 136 TO 141 246 TO 252 266 267 270 TO 272 275 291 - 345. 292 TO 302 558 559 562 573 575 606 607 643 644 PRIS YD 0.35 ZD 0.35 346. MEMBER PROPERTY AMERICAN 347. 256 257 303 304 307 308 334 336 TO 340 342 TO 346 351 355 357 376 TO 387 409 - 348. 410 TO 413 415 TO 419 429 TO 432 435 TO 438 441 TO 444 447 TO 450 465 467 - 349. 470 472 475 477 570 617 618 620 621 936 938 954 959 960 1254 - 350. 1256 PRIS YD 0.2 ZD 0.2 351. MEMBER PROPERTY AMERICAN 352. 348 TO 350 389 TO 393 421 TO 425 500 538 540 541 543 544 583 - 353. 1121 PRIS YD 0.15 ZD 0.15 354. 6 TO 10 32 TO 40 78 TO 84 101 TO 107 122 TO 127 178 TO 180 189 TO 203 207 - 355. 208 212 213 217 218 222 223 227 228 232 240 241 262 281 TO 284 316 518 524 -

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356. 578 581 584 587 590 605 609 648 649 651 653 TO 655 663 TO 681 683 TO 686 - 357. 688 TO 690 826 1072 TO 1095 1097 1102 TO 1104 1115 TO 1117 1126 1127 1131 - 358. 1154 PRIS YD 0.4 ZD 0.25 359. 1 TO 5 23 TO 31 61 TO 64 71 TO 77 116 TO 121 142 TO 152 154 156 175 TO 177 - 360. 237 239 258 TO 261 276 TO 279 309 310 319 323 324 328 363 TO 365 367 370 - 361. 394 TO 396 399 TO 401 427 428 433 434 439 440 445 446 451 453 TO 455 457 - 362. 459 461 478 TO 492 494 496 497 499 503 TO 506 508 TO 510 512 513 515 TO 517 - 363. 519 520 522 523 525 TO 532 535 537 546 TO 549 554 555 557 563 565 567 568 - 364. 571 572 577 579 580 595 598 TO 604 611 612 614 616 619 622 624 TO 636 638 - 365. 639 TO 642 657 TO 661 692 TO 700 702 TO 769 1014 TO 1016 1018 TO 1020 1061 - 366. 1065 1069 1096 1100 1101 1105 TO 1114 1118 TO 1120 1123 1124 1128 1216 1241 - 367. 1242 TO 1253 1255 1275 TO 1277 1303 TO 1305 PRIS YD 0.3 ZD 0.2 368. MEMBER PROPERTY AMERICAN 369. 243 244 286 287 290 317 318 332 333 372 TO 375 404 TO 407 501 539 542 545 - 370. 952 953 957 958 1122 1125 1129 1130 1133 PRIS YD 0.2 ZD 0.15 371. MEMBER PROPERTY AMERICAN 372. 157 TO 174 1297 TO 1302 PRIS YD 0.3 ZD 0.3 373. 268 273 PRIS YD 0.4 ZD 0.4 374. MEMBER PROPERTY AMERICAN 375. 263 264 656 1064 1066 1132 PRIS YD 0.5 ZD 0.3 376. CONSTANTS STAAD SPACE -- PAGE NO. 8

377. BETA 45 MEMB 246 TO 252 256 257 266 TO 268 270 TO 273 275 291 TO 304 307 308 - 378. 334 336 TO 340 342 TO 346 348 349 351 355 357 541 543 544 558 559 562 570 - 379. 573 575 583 617 618 620 621 643 644 936 938 954 959 380. BETA 11.293 MEMB 157 TO 174 1297 TO 1302 381. MATERIAL CONCRETE ALL 382. SUPPORTS 383. 1 TO 6 19 TO 28 49 TO 51 58 TO 65 82 98 TO 104 119 TO 124 143 TO 146 - 384. 164 TO 167 180 TO 184 195 TO 200 219 221 TO 224 243 251 TO 256 275 TO 279 - 385. 299 300 305 306 311 312 317 318 323 328 333 360 361 392 646 656 FIXED 386. LOAD 1 LOADTYPE DEAD TITLE CM (CARGA MUERTA) 387. MEMBER LOAD 388. 663 UNI Y -402.3 0 1.15 389. 191 UNI Y -440.8 0 3.8 390. 192 UNI Y -585.1 0 5.05 391. 193 UNI Y -353.5 0 2.2 392. 665 TO 672 UNI Y -365.7 0 1.15 393. 1072 1075 1078 1081 1084 1087 1090 1092 UNI Y -442.7 0 3.8 394. 1073 1076 1079 1082 1085 1088 1091 UNI Y -731.4 0 7.57 395. 1074 1077 1080 1083 1086 1089 UNI Y -268.2 0 2.2 396. 673 674 UNI Y -451.6 0 1.15 397. 1094 UNI Y -453 0 3.8 398. 1093 UNI Y -731.8 0 5.76 399. 1095 UNI Y -632.5 0 2.74 400. 686 UNI Y -371.8 0 1.8 401. 6 TO 10 195 TO 198 UNI Y -323 0 3 402. 199 UNI Y -403.8 0 4.41 403. 685 UNI Y -539.4 0 1.8 404. 32 TO 40 UNI Y -182.9 0 3 405. 609 UNI Y -283.7 0 2.71 406. 684 UNI Y -461.4 0 1.8 407. 683 826 UNI Y -287.7 0 1.8 408. 78 TO 84 102 TO 107 UNI Y -169.8 0 3 409. 605 UNI Y -585.1 0 2.52

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410. 1097 UNI Y -453 0 2.08 411. 232 UNI Y -169.8 0 1.21 412. 590 UNI Y -169.8 0 2.03 413. 664 UNI Y -243.8 0 1.15 414. 190 UNI Y -300.8 0 4.36 415. 189 UNI Y -243.8 0 2.91 416. 675 TO 679 UNI Y -365.7 0 1.15 417. 203 208 213 218 223 UNI Y -479.8 0 4.36 418. 194 207 212 217 222 227 UNI Y -365.7 0 2.91 419. 680 UNI Y -557.1 0 1.15 420. 681 UNI Y -500.6 0 1.15 421. 228 UNI Y -505.6 0 4.36 422. 688 UNI Y -405.9 0 0.5 423. 178 TO 180 200 TO 202 UNI Y -323 0 3 424. 578 UNI Y -405.9 0 6.14 425. 689 UNI Y -443.1 0 0.5 426. 122 TO 127 UNI Y -360.2 0 3 427. 584 UNI Y -400.4 0 2.21 428. 690 UNI Y -177.4 0 0.5 429. 102 TO 106 UNI Y -177.4 0 3 430. 107 UNI Y -253.7 0 3 431. 101 UNI Y -177.4 0 1.2 432. 826 UNI Y -177.4 0 1.8 STAAD SPACE -- PAGE NO. 9

433. 590 UNI Y -253.7 0 2.03 434. 692 693 UNI Y -353.5 0 0.5 435. 567 568 UNI Y -289.5 0 3.75 436. 694 695 UNI Y -289.5 0 0.5 437. 549 UNI Y -339.5 0 4.8 438. 769 UNI Y -228.6 0 0.35 439. 1216 UNI Y -228.6 0 0.15 440. 565 UNI Y -278.6 0 4.49 441. 1118 UNI Y -278.6 0 0.31 442. 1069 UNI Y -228.6 0 0.5 443. 1132 UNI GY -381 0 9.92 444. 587 UNI GY -196.6 0 3.08 445. 581 UNI GY -182 0 3.29 446. 1126 UNI GY -321.4 0 3.09 447. 264 UNI GY -528.1 0 5.09 448. 263 UNI GY -503.9 0 4.84 449. 649 UNI GY -391.1 0 3.78 450. 262 UNI GY -364 0 3.5 451. 1116 1154 UNI GY -160.7 0 3.09 452. 1115 UNI GY -264.1 0 0.92 453. 283 UNI GY -251.9 0 2.33 454. 518 UNI GY -196.6 0 3.1 455. 281 UNI GY -182 0 3.5 456. 1117 1131 UNI GY -218.9 0 4.845 457. 648 1127 UNI GY -470.8 0 4.845 458. 656 UNI GY -503.6 0 4.845 459. 1066 UNI GY -178.1 0 3.85 460. 654 1104 UNI GY -491.4 0 4.845 461. 651 1103 UNI GY -472.3 0 4.845 462. 316 1102 UNI GY -232.5 0 4.845 463. 241 UNI GY -196.6 0 0.7

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464. 240 UNI GY -182 0 0.21 465. 284 UNI GY -264.1 0 1.82 466. 524 UNI GY -264.1 0 0.94 467. 655 UNI GY -264.1 0 1.41 468. 653 UNI GY -251.9 0 2.51 469. 282 UNI GY -196.6 0 0.68 470. 1064 UNI GY -178.1 0 3 471. 529 UNI GY -432.4 0 3.04 472. 532 UNI GY -147 0 0.93 473. 525 UNI GY -340.2 0 2.65 474. 490 UNI GY -286.7 0 3.04 475. 491 UNI GY -201.8 0 1.93 476. 515 UNI GY -188.3 0 0.24 477. 457 UNI GY -241.9 0 1.09 478. 1107 UNI GY -201.8 0 1.93 479. 1111 UNI GY -151.8 0 1.45 480. 1112 UNI GY -224.4 0 2.24 481. 454 UNI GY -201.8 0 1.95 482. 370 UNI GY -91 0 1.75 483. 1114 UNI GY -75.9 0 1.45 484. 1113 UNI GY -112.2 0 2.24 485. 367 UNI GY -100.9 0 1.95 486. 537 UNI GY -104.7 0 2.06 487. 446 UNI GY -188 0 1.89 488. 482 UNI GY -218.7 0 1.73 STAAD SPACE -- PAGE NO. 10

489. 440 UNI GY -191.5 0 1.89 490. 483 UNI GY -177.7 0 1.73 491. 434 UNI GY -196.6 0 1.89 492. 484 UNI GY -179.9 0 1.73 493. 1110 UNI GY -100.4 0 1.93 494. 1128 UNI GY -202.8 0 1.94 495. 428 UNI GY -247.8 0 1.89 496. 485 UNI GY -234.7 0 1.73 497. 1109 UNI GY -237 0 2.31 498. 1108 UNI GY -201.8 0 1.94 499. 519 UNI GY -290.3 0 1.8 500. 499 UNI GY -96.5 0 3.51 501. 399 UNI GY -116.9 0 2.31 502. 400 UNI GY -100.4 0 1.95 503. 401 UNI GY -147.2 0 0.81 504. 487 UNI GY -147 0 1 505. 513 UNI GY -188.3 0 1.55 506. 510 UNI GY -188.3 0 0.2 507. 461 UNI GY -188.3 0 1.45 508. 506 UNI GY -188.3 0 1.15 509. 453 UNI GY -241.9 0 1.95 510. 528 UNI GY -242 0 2.31 511. 497 UNI GY -290.3 0 2.5 512. 1123 UNI GY -147.2 0 2 513. 1124 UNI GY -147.2 0 0.8 514. 705 711 714 717 720 723 726 732 735 738 741 744 747 750 756 - 515. 759 UNI GY -34.8 0 0.84 516. 706 709 715 718 721 724 727 730 736 739 742 748 751 757 760 UNI GY -34.8 0 0.85 517. 147 UNI GY -34.8 0 0.91

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518. 712 UNI GY -34.8 0 0.15 519. 148 UNI GY -34.8 0 0.71 520. 733 UNI GY -34.8 0 0.17 521. 150 UNI GY -34.8 0 0.69 522. 151 UNI GY -34.8 0 0.81 523. 754 UNI GY -34.8 0 0.25 524. 703 UNI GY -34.8 0 0.61 525. 702 753 UNI GY -34.8 0 0.22 526. 708 UNI GY -34.8 0 0.43 527. 63 UNI GY -34.8 0 0.42 528. 729 UNI GY -34.8 0 0.75 529. 700 UNI GY -34.8 0 0.63 530. 704 UNI GY -34.8 0 3.43 531. 707 UNI GY -34.8 0 3.54 532. 710 UNI GY -34.8 0 3.71 533. 713 UNI GY -34.8 0 3.88 534. 716 UNI GY -34.8 0 4.05 535. 719 UNI GY -34.8 0 4.22 536. 722 UNI GY -34.8 0 4.39 537. 725 UNI GY -34.8 0 4.55 538. 728 UNI GY -34.8 0 4.73 539. 731 UNI GY -34.8 0 4.9 540. 734 UNI GY -34.8 0 5.07 541. 737 UNI GY -34.8 0 5.24 542. 740 UNI GY -34.8 0 5.41 543. 743 UNI GY -34.8 0 5.58 544. 746 UNI GY -34.8 0 5.75 STAAD SPACE -- PAGE NO. 11

545. 749 UNI GY -34.8 0 5.91 546. 752 UNI GY -34.8 0 6.08 547. 755 UNI GY -34.8 0 6.25 548. 758 UNI GY -34.8 0 6.42 549. 761 UNI GY -34.8 0 6.59 550. 762 UNI GY -34.8 0 6.77 551. ELEMENT LOAD 552. 1212 PR -2050 2.275 -1.6 553. 1208 PR -2000 2.275 -0.9 554. 1215 PR -60 1.125 0.15 555. 1213 PR -160 1.125 -1.71 556. 1213 PR -60 1.775 0.39 557. 1240 PR -85 -0.535 -1.505 558. SELFWEIGHT Y -1 LIST 1 TO 108 116 TO 152 154 156 TO 203 207 208 212 213 217 - 559. 218 222 223 227 228 232 237 239 TO 241 243 244 246 TO 252 256 TO 264 266 - 560. 267 TO 279 281 TO 284 286 287 290 TO 304 307 TO 310 316 TO 319 323 324 328 - 561. 332 TO 334 336 TO 340 342 TO 346 348 TO 351 355 357 363 TO 365 367 370 372 - 562. 373 TO 387 389 TO 396 399 TO 401 404 TO 407 409 TO 413 415 TO 419 421 TO 425 - 563. 427 TO 451 453 TO 455 457 459 461 465 467 470 472 475 477 TO 492 494 496 - 564. 497 499 TO 501 503 TO 506 508 TO 510 512 513 515 TO 520 522 TO 532 535 537 - 565. 538 TO 555 557 TO 559 562 563 565 567 568 570 TO 573 575 577 TO 581 583 584 - 566. 586 587 590 595 598 TO 607 609 611 612 614 616 TO 622 624 TO 636 638 TO 644 - 567. 648 649 651 653 TO 661 663 TO 681 683 TO 686 688 TO 690 692 TO 700 - 568. 702 TO 769 826 936 938 952 TO 954 957 TO 960 1014 TO 1016 1018 TO 1020 1061 - 569. 1062 TO 1066 1069 1072 TO 1097 1100 TO 1203 1205 TO 1224 1226 TO 1234 1236 - 570. 1237 TO 1256 1258 1260 TO 1295 1297 TO 1305 571. LOAD 2 LOADTYPE LIVE REDUCIBLE TITLE CVM (CARGA VIVA MAXIMA)

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572. MEMBER LOAD 573. 663 UNI Y -165 0 1.15 574. 191 UNI Y -181.8 0 3.8 575. 192 UNI Y -240 0 5.05 576. 193 UNI Y -145 0 2.2 577. 665 TO 672 UNI Y -150 0 1.15 578. 1072 1075 1078 1081 1084 1087 1090 1092 UNI Y -181.6 0 3.8 579. 1073 1076 1079 1082 1085 1088 1091 UNI Y -300 0 7.57 580. 1074 1077 1080 1083 1086 1089 UNI Y -110 0 2.2 581. 673 674 UNI Y -185.3 0 1.15 582. 1094 UNI Y -185.8 0 3.8 583. 1093 UNI Y -300.2 0 5.76 584. 1095 UNI Y -259.4 0 2.74 585. 686 UNI Y -152.5 0 1.8 586. 6 TO 10 195 TO 198 UNI Y -132.5 0 3 587. 199 UNI Y -165.6 0 4.41 588. 685 UNI Y -221.3 0 1.8 589. 32 TO 40 UNI Y -75 0 3 590. 609 UNI Y -116.4 0 2.71 591. 684 UNI Y -189.3 0 1.8 592. 683 826 UNI Y -118 0 1.8 593. 78 TO 84 102 TO 107 UNI Y -69.7 0 3 594. 605 UNI Y -240 0 2.52 595. 1097 UNI Y -185.8 0 2.07 596. 232 UNI Y -69.7 0 1.21 597. 590 UNI Y -69.7 0 2.03 598. 664 UNI Y -100 0 1.15 599. 190 UNI Y -123.4 0 4.36 600. 189 UNI Y -100 0 2.91 STAAD SPACE -- PAGE NO. 12

601. 675 TO 679 UNI Y -150 0 1.15 602. 203 208 213 218 223 UNI Y -196.8 0 4.36 603. 194 207 212 217 222 227 UNI Y -150 0 2.91 604. 680 UNI Y -228.5 0 1.15 605. 681 UNI Y -205.3 0 1.15 606. 228 UNI Y -207.4 0 4.36 607. 688 UNI Y -166.5 0 0.5 608. 178 TO 180 200 TO 202 UNI Y -132.2 0 3 609. 578 UNI Y -166.5 0 6.14 610. 689 UNI Y -181.7 0 0.5 611. 102 TO 106 122 TO 127 UNI Y -147.8 0 3 612. 584 UNI Y -164.2 0 2.21 613. 690 UNI Y -72.8 0 0.5 614. 101 UNI Y -72.8 0 1.2 615. 107 UNI Y -104.1 0 3 616. 826 UNI Y -72.8 0 1.8 617. 590 UNI Y -104.1 0 2.03 618. 692 693 UNI Y -145 0 0.5 619. 567 568 UNI Y -118.7 0 3.75 620. 694 695 UNI Y -118.8 0 0.5 621. 549 UNI Y -139.3 0 4.8 622. 1069 UNI Y -93.8 0 0.5 623. 1118 UNI Y -114.3 0 0.3 624. 769 UNI Y -93.8 0 0.35 625. 1216 UNI Y -93.8 0 0.15

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626. 565 UNI Y -114.3 0 4.49 627. 1116 1154 UNI GY -77.2 0 3.09 628. 1132 UNI GY -183.2 0 9.92 629. 587 UNI GY -94.5 0 3.08 630. 581 UNI GY -87.5 0 3.29 631. 1126 UNI GY -154.5 0 3.09 632. 264 UNI GY -253.9 0 5.09 633. 263 UNI GY -242.3 0 4.84 634. 649 UNI GY -189 0 3.78 635. 262 UNI GY -175 0 3.5 636. 1115 UNI GY -127 0 0.92 637. 283 UNI GY -121.1 0 2.33 638. 518 UNI GY -94.5 0 3.1 639. 281 UNI GY -87.5 0 3.5 640. 1117 1131 UNI GY -105.2 0 4.845 641. 648 1127 UNI GY -226.4 0 4.845 642. 656 UNI GY -242.1 0 4.845 643. 1066 UNI GY -85.6 0 3.85 644. 654 1104 UNI GY -236.3 0 4.845 645. 651 1103 UNI GY -227.1 0 4.845 646. 316 1102 UNI GY -111.8 0 4.845 647. 241 UNI GY -94.5 0 0.7 648. 240 UNI GY -87.5 0 0.21 649. 284 UNI GY -127 0 1.82 650. 524 UNI GY -127 0 0.94 651. 655 UNI GY -127 0 1.41 652. 653 UNI GY -121.1 0 2.51 653. 282 UNI GY -94.5 0 0.68 654. 1064 UNI GY -85.6 0 3 655. 529 UNI GY -207.9 0 3.04 656. 532 UNI GY -70.7 0 0.93 STAAD SPACE -- PAGE NO. 13

657. 525 UNI GY -163.5 0 2.65 658. 490 UNI GY -137.8 0 3.04 659. 491 UNI GY -97 0 1.93 660. 515 UNI GY -90.5 0 0.24 661. 457 UNI GY -116.3 0 1.09 662. 1107 UNI GY -97 0 1.93 663. 1111 UNI GY -73 0 1.45 664. 1112 UNI GY -107.9 0 2.24 665. 454 UNI GY -97 0 1.95 666. 370 UNI GY -43.7 0 1.75 667. 1114 UNI GY -36.5 0 1.45 668. 1113 UNI GY -53.9 0 2.24 669. 367 UNI GY -48.5 0 1.95 670. 1110 UNI GY -48.2 0 1.93 671. 1124 UNI GY -70.8 0 0.8 672. 537 UNI GY -50.3 0 2.06 673. 446 UNI GY -90.4 0 1.89 674. 482 UNI GY -105.2 0 1.73 675. 440 UNI GY -92.1 0 1.89 676. 483 UNI GY -85.4 0 1.73 677. 434 UNI GY -94.5 0 1.89 678. 484 UNI GY -86.5 0 1.73 679. 1105 UNI GY -116.4 0 0.34

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680. 1128 UNI GY -97.5 0 1.95 681. 428 UNI GY -119.1 0 1.89 682. 485 UNI GY -112.8 0 1.73 683. 1109 UNI GY -113.9 0 2.31 684. 1108 UNI GY -97 0 1.95 685. 519 UNI GY -116 0 1.79 686. 497 UNI GY -139.6 0 2.5 687. 499 UNI GY -46.4 0 3.51 688. 399 UNI GY -56.2 0 2.31 689. 400 UNI GY -48.3 0 1.95 690. 401 UNI GY -70.8 0 0.81 691. 487 UNI GY -70.7 0 1 692. 513 UNI GY -90.5 0 1.55 693. 510 UNI GY -90.5 0 0.2 694. 461 UNI GY -90.5 0 1.45 695. 506 UNI GY -90.5 0 1.15 696. 453 UNI GY -116.3 0 1.95 697. 528 UNI GY -116.4 0 2.31 698. 1123 UNI GY -70.8 0 2 699. 706 709 715 718 724 727 730 736 739 742 748 751 757 760 UNI GY -87 0 0.87 700. 705 711 714 717 720 721 723 726 732 735 738 741 744 747 750 756 - 701. 759 UNI GY -87 0 0.85 702. 147 UNI GY -87 0 0.91 703. 702 753 UNI GY -87 0 0.22 704. 708 UNI GY -87 0 0.43 705. 63 UNI GY -87 0 0.42 706. 712 UNI GY -87 0 0.15 707. 148 UNI GY -87 0 0.71 708. 733 UNI GY -87 0 0.17 709. 150 UNI GY -87 0 0.69 710. 729 UNI GY -87 0 0.75 711. 151 UNI GY -87 0 0.81 712. 754 UNI GY -87 0 0.25 STAAD SPACE -- PAGE NO. 14

713. 700 703 UNI GY -87 0 0.61 714. 704 UNI GY -87 0 3.43 715. 707 UNI GY -87 0 3.54 716. 710 UNI GY -87 0 3.71 717. 713 UNI GY -87 0 3.88 718. 716 UNI GY -87 0 4.05 719. 719 UNI GY -87 0 4.22 720. 722 UNI GY -87 0 4.39 721. 725 UNI GY -87 0 4.56 722. 728 UNI GY -87 0 4.73 723. 731 UNI GY -87 0 4.9 724. 734 UNI GY -87 0 5.07 725. 737 UNI GY -87 0 5.24 726. 740 UNI GY -87 0 5.41 727. 743 UNI GY -87 0 5.58 728. 746 UNI GY -87 0 5.76 729. 749 UNI GY -87 0 5.91 730. 752 UNI GY -87 0 6.08 731. 755 UNI GY -87 0 6.25 732. 758 UNI GY -87 0 6.42 733. 761 UNI GY -87 0 6.59

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734. 762 UNI GY -87 0 6.77 735. LOAD 3 LOADTYPE LIVE REDUCIBLE TITLE CVR (CARGA VIVA REDUCIDA) 736. MEMBER LOAD 737. 663 UNI Y -115.5 0 1.15 738. 191 UNI Y -126.6 0 3.8 739. 192 UNI Y -168 0 5.05 740. 193 UNI Y -101.5 0 2.2 741. 665 TO 672 UNI Y -105 0 1.15 742. 1072 1075 1078 1081 1084 1087 1090 1092 UNI Y -127.1 0 3.8 743. 1073 1076 1079 1082 1085 1088 1091 UNI Y -210 0 7.57 744. 1074 1077 1080 1083 1086 1089 UNI Y -77 0 2.2 745. 673 674 UNI Y -129.7 0 1.15 746. 1094 UNI Y -130.1 0 3.8 747. 1093 UNI Y -210.1 0 5.76 748. 1095 UNI Y -181.6 0 2.74 749. 686 UNI Y -106.8 0 1.8 750. 6 TO 10 195 TO 198 UNI Y -92.8 0 3 751. 199 UNI Y -115.9 0 4.41 752. 685 UNI Y -154.9 0 1.8 753. 32 TO 40 UNI Y -52.5 0 3 754. 609 UNI Y -81.5 0 2.71 755. 684 UNI Y -132.5 0 1.8 756. 683 826 UNI Y -82.6 0 1.8 757. 78 TO 84 102 TO 107 UNI Y -48.8 0 3 758. 605 UNI Y -168 0 2.52 759. 1097 UNI Y -130.1 0 2 760. 590 UNI Y -48.8 0 2.03 761. 232 UNI Y -48.8 0 1.21 762. 664 UNI Y -70 0 1.15 763. 190 UNI Y -86.4 0 4.36 764. 189 UNI Y -70 0 2.91 765. 675 TO 679 UNI Y -105 0 1.15 766. 203 208 213 218 223 UNI Y -137.8 0 4.36 767. 194 207 212 217 222 227 UNI Y -105 0 2.91 768. 680 UNI Y -159.9 0 1.15 STAAD SPACE -- PAGE NO. 15

769. 681 UNI Y -143.7 0 1.15 770. 228 UNI Y -145.2 0 4.36 771. 688 UNI Y -116.6 0 0.5 772. 178 TO 180 200 TO 202 UNI Y -92.8 0 3 773. 578 UNI Y -116.6 0 6.14 774. 689 UNI Y -127.2 0 0.5 775. 122 TO 127 UNI Y -103.4 0 3 776. 584 UNI Y -115 0 2.21 777. 690 UNI Y -50.9 0 0.5 778. 102 TO 106 UNI Y -50.9 0 3 779. 590 UNI Y -72.8 0 2.03 780. 101 UNI Y -50.9 0 1.2 781. 826 UNI Y -50.9 0 1.8 782. 107 UNI Y -72.8 0 3 783. 692 693 UNI Y -101.5 0 0.5 784. 567 568 UNI Y -83.1 0 3.75 785. 694 695 UNI Y -83.1 0 0.5 786. 549 UNI Y -97.5 0 4.8 787. 1069 UNI Y -65.6 0 0.5

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788. 565 UNI Y -80 0 4.49 789. 769 UNI Y -65.6 0 0.35 790. 1216 UNI Y -65.6 0 0.15 791. 1118 UNI Y -80 0 0.3 792. 1116 1154 UNI GY -54.1 0 3.09 793. 1132 UNI GY -128.2 0 9.92 794. 587 UNI GY -66.2 0 3.08 795. 581 UNI GY -61.3 0 3.29 796. 1126 UNI GY -108.2 0 3.09 797. 264 UNI GY -177.7 0 5.09 798. 263 UNI GY -169.6 0 4.84 799. 649 UNI GY -132.3 0 3.78 800. 262 UNI GY -122.5 0 3.5 801. 1115 UNI GY -88.9 0 0.92 802. 283 UNI GY -84.8 0 2.33 803. 518 UNI GY -66.2 0 3.1 804. 281 UNI GY -61.3 0 3.5 805. 1117 1131 UNI GY -73.7 0 4.845 806. 648 1127 UNI GY -158.4 0 4.845 807. 656 UNI GY -169.5 0 4.845 808. 1064 UNI GY -60 0 3 809. 654 1104 UNI GY -165.4 0 4.845 810. 651 1103 UNI GY -158.9 0 4.845 811. 316 1102 UNI GY -78.3 0 4.845 812. 241 UNI GY -66.2 0 0.7 813. 240 UNI GY -61.3 0 0.21 814. 284 UNI GY -88.9 0 1.82 815. 524 UNI GY -88.9 0 0.94 816. 655 UNI GY -88.9 0 1.41 817. 653 UNI GY -84.8 0 2.51 818. 282 UNI GY -66.2 0 0.68 819. 1066 UNI GY -60 0 3.85 820. 529 UNI GY -145.5 0 3.04 821. 532 UNI GY -49.5 0 0.93 822. 525 UNI GY -114.5 0 2.65 823. 490 UNI GY -96.5 0 3.04 824. 491 UNI GY -67.9 0 1.93 STAAD SPACE -- PAGE NO. 16

825. 515 UNI GY -63.4 0 0.24 826. 457 UNI GY -81.4 0 1.08 827. 1107 UNI GY -67.9 0 1.93 828. 1111 UNI GY -51.1 0 1.45 829. 1112 UNI GY -75.5 0 2.24 830. 454 UNI GY -67.9 0 1.95 831. 370 UNI GY -30.6 0 1.75 832. 1114 UNI GY -25.6 0 1.45 833. 1113 UNI GY -37.8 0 2.24 834. 367 UNI GY -33.9 0 1.95 835. 1110 UNI GY -33.8 0 1.93 836. 537 UNI GY -35.2 0 2.06 837. 446 UNI GY -63.3 0 1.89 838. 482 UNI GY -73.6 0 1.73 839. 440 UNI GY -64.4 0 1.89 840. 483 UNI GY -59.8 0 1.73 841. 434 UNI GY -66.1 0 1.89

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842. 484 UNI GY -60.6 0 1.73 843. 528 UNI GY -81.5 0 2.31 844. 1128 UNI GY -68.3 0 1.95 845. 428 UNI GY -83.4 0 1.89 846. 485 UNI GY -79 0 1.73 847. 1109 UNI GY -79.8 0 2.31 848. 1108 UNI GY -67.9 0 1.95 849. 519 UNI GY -81.2 0 1.79 850. 497 UNI GY -97.7 0 2.5 851. 499 UNI GY -32.5 0 3.51 852. 399 UNI GY -39.3 0 2.31 853. 400 UNI GY -33.8 0 1.95 854. 1123 UNI GY -49.5 0 2 855. 487 UNI GY -49.5 0 1 856. 513 UNI GY -63.4 0 1.55 857. 510 UNI GY -63.4 0 0.2 858. 461 UNI GY -63.4 0 1.45 859. 506 UNI GY -63.4 0 1.15 860. 453 UNI GY -81.4 0 1.94 861. 1124 UNI GY -49.5 0 0.8 862. 401 UNI GY -49.5 0 0.81 863. 705 711 714 717 720 723 726 732 735 738 741 744 747 750 756 - 864. 759 UNI GY -60.9 0 0.84 865. 706 709 715 718 721 724 727 730 736 739 742 748 751 757 760 UNI GY -60.9 0 0.85 866. 147 UNI GY -60.9 0 0.91 867. 712 UNI GY -60.9 0 0.15 868. 148 UNI GY -60.9 0 0.71 869. 733 UNI GY -60.9 0 0.17 870. 150 UNI GY -60.9 0 0.69 871. 151 UNI GY -60.9 0 0.81 872. 754 UNI GY -60.9 0 0.25 873. 703 UNI GY -60.9 0 0.61 874. 702 753 UNI GY -60.9 0 0.22 875. 708 UNI GY -60.9 0 0.43 876. 63 UNI GY -60.9 0 0.42 877. 729 UNI GY -60.9 0 0.75 878. 700 UNI GY -60.9 0 0.63 879. 704 UNI GY -60.9 0 3.43 880. 707 UNI GY -60.9 0 3.54 STAAD SPACE -- PAGE NO. 17

881. 710 UNI GY -60.9 0 3.71 882. 713 UNI GY -60.9 0 3.88 883. 716 UNI GY -60.9 0 4.05 884. 719 UNI GY -60.9 0 4.22 885. 722 UNI GY -60.9 0 4.39 886. 725 UNI GY -60.9 0 4.56 887. 728 UNI GY -60.9 0 4.73 888. 731 UNI GY -60.9 0 4.9 889. 734 UNI GY -60.9 0 5.07 890. 737 UNI GY -60.9 0 5.24 891. 740 UNI GY -60.9 0 5.41 892. 743 UNI GY -60.9 0 5.58 893. 746 UNI GY -60.9 0 5.75 894. 749 UNI GY -60.9 0 5.91 895. 752 UNI GY -60.9 0 6.08

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896. 755 UNI GY -60.9 0 6.25 897. 758 UNI GY -60.9 0 6.42 898. 761 UNI GY -60.9 0 6.59 899. 762 UNI GY -60.9 0 6.77 900. LOAD 4 LOADTYPE SEISMIC TITLE SX (SISMO EN DIRECCION X) 901. MEMBER LOAD 902. 663 UNI GX -402.3 0 1.15 903. 191 UNI GX -440.8 0 3.8 904. 192 UNI GX -585.1 0 5.05 905. 193 UNI GX -353.5 0 2.2 906. 665 TO 672 UNI GX -365.7 0 1.15 907. 1072 1075 1078 1081 1084 1087 1090 1092 UNI GX -442.7 0 3.8 908. 1073 1076 1079 1082 1085 1088 1091 UNI GX -731.4 0 7.57 909. 1074 1077 1080 1083 1086 1089 UNI GX -268.2 0 2.2 910. 673 674 UNI GX -451.6 0 1.15 911. 1094 UNI GX -453 0 3.8 912. 1093 UNI GX -731.8 0 5.76 913. 1095 UNI GX -632.5 0 2.74 914. 686 UNI GX -371.8 0 1.8 915. 6 TO 10 195 TO 198 UNI GX -323 0 3 916. 199 UNI GX -403.8 0 4.41 917. 685 UNI GX -539.4 0 1.8 918. 32 TO 40 UNI GX -182.9 0 3 919. 609 UNI GX -283.7 0 2.71 920. 684 UNI GX -461.4 0 1.8 921. 683 826 UNI GX -287.7 0 1.8 922. 78 TO 84 102 TO 107 UNI GX -169.8 0 3 923. 605 UNI GX -585.1 0 2.52 924. 1097 UNI GX -453 0 2.08 925. 232 UNI GX -169.8 0 1.21 926. 590 UNI GX -169.8 0 2.03 927. 664 UNI GX -243.8 0 1.15 928. 190 UNI GX -300.8 0 4.36 929. 189 UNI GX -243.8 0 2.91 930. 675 TO 679 UNI GX -365.7 0 1.15 931. 203 208 213 218 223 UNI GX -479.8 0 4.36 932. 194 207 212 217 222 227 UNI GX -365.7 0 2.91 933. 680 UNI GX -557.1 0 1.15 934. 681 UNI GX -500.6 0 1.15 935. 228 UNI GX -505.6 0 4.36 936. 688 UNI GX -405.9 0 0.5 STAAD SPACE -- PAGE NO. 18

937. 178 TO 180 200 TO 202 UNI GX -323 0 3 938. 578 UNI GX -405.9 0 6.14 939. 689 UNI GX -443.1 0 0.5 940. 122 TO 127 UNI GX -360.2 0 3 941. 584 UNI GX -400.4 0 2.21 942. 690 UNI GX -177.4 0 0.5 943. 102 TO 106 UNI GX -177.4 0 3 944. 107 UNI GX -253.7 0 3 945. 101 UNI GX -177.4 0 1.2 946. 826 UNI GX -177.4 0 1.8 947. 590 UNI GX -253.7 0 2.03 948. 692 693 UNI GX -353.5 0 0.5 949. 567 568 UNI GX -289.5 0 3.75

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950. 694 695 UNI GX -289.5 0 0.5 951. 549 UNI GX -339.5 0 4.8 952. 769 UNI GX -228.6 0 0.35 953. 1216 UNI GX -228.6 0 0.15 954. 565 UNI GX -278.6 0 4.49 955. 1118 UNI GX -278.6 0 0.31 956. 1069 UNI GX -228.6 0 0.5 957. 1132 UNI GX -381 0 9.92 958. 587 UNI GX -196.6 0 3.08 959. 581 UNI GX -182 0 3.29 960. 1126 UNI GX -321.4 0 3.09 961. 264 UNI GX -528.1 0 5.09 962. 263 UNI GX -503.9 0 4.84 963. 649 UNI GX -391.1 0 3.78 964. 262 UNI GX -364 0 3.5 965. 1116 1154 UNI GX -160.7 0 3.09 966. 1115 UNI GX -264.1 0 0.92 967. 283 UNI GX -251.9 0 2.33 968. 518 UNI GX -196.6 0 3.1 969. 281 UNI GX -182 0 3.5 970. 1117 1131 UNI GX -218.9 0 4.845 971. 648 1127 UNI GX -470.8 0 4.845 972. 656 UNI GX -503.6 0 4.845 973. 1066 UNI GX -178.1 0 3.85 974. 654 1104 UNI GX -491.4 0 4.845 975. 651 1103 UNI GX -472.3 0 4.845 976. 316 1102 UNI GX -232.5 0 4.845 977. 241 UNI GX -196.6 0 0.7 978. 240 UNI GX -182 0 0.21 979. 284 UNI GX -264.1 0 1.82 980. 524 UNI GX -264.1 0 0.94 981. 655 UNI GX -264.1 0 1.41 982. 653 UNI GX -251.9 0 2.51 983. 282 UNI GX -196.6 0 0.68 984. 1064 UNI GX -178.1 0 3 985. 529 UNI GX -432.4 0 3.04 986. 532 UNI GX -147 0 0.93 987. 525 UNI GX -340.2 0 2.65 988. 490 UNI GX -286.7 0 3.04 989. 491 UNI GX -201.8 0 1.93 990. 515 UNI GX -188.3 0 0.24 991. 457 UNI GX -241.9 0 1.09 992. 1107 UNI GX -201.8 0 1.93 STAAD SPACE -- PAGE NO. 19

993. 1111 UNI GX -151.8 0 1.45 994. 1112 UNI GX -224.4 0 2.24 995. 454 UNI GX -201.8 0 1.95 996. 370 UNI GX -91 0 1.75 997. 1114 UNI GX -75.9 0 1.45 998. 1113 UNI GX -112.2 0 2.24 999. 367 UNI GX -100.9 0 1.95 1000. 537 UNI GX -104.7 0 2.06 1001. 446 UNI GX -188 0 1.89 1002. 482 UNI GX -218.7 0 1.73 1003. 440 UNI GX -191.5 0 1.89

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1004. 483 UNI GX -177.7 0 1.73 1005. 434 UNI GX -196.6 0 1.89 1006. 484 UNI GX -179.9 0 1.73 1007. 1110 UNI GX -100.4 0 1.93 1008. 1128 UNI GX -202.8 0 1.94 1009. 428 UNI GX -247.8 0 1.89 1010. 485 UNI GX -234.7 0 1.73 1011. 1109 UNI GX -237 0 2.31 1012. 1108 UNI GX -201.8 0 1.94 1013. 519 UNI GX -290.3 0 1.8 1014. 499 UNI GX -96.5 0 3.51 1015. 399 UNI GX -116.9 0 2.31 1016. 400 UNI GX -100.4 0 1.95 1017. 401 UNI GX -147.2 0 0.81 1018. 487 UNI GX -147 0 1 1019. 513 UNI GX -188.3 0 1.55 1020. 510 UNI GX -188.3 0 0.2 1021. 461 UNI GX -188.3 0 1.45 1022. 506 UNI GX -188.3 0 1.15 1023. 453 UNI GX -241.9 0 1.95 1024. 528 UNI GX -242 0 2.31 1025. 497 UNI GX -290.3 0 2.5 1026. 1123 UNI GX -147.2 0 2 1027. 1124 UNI GX -147.2 0 0.8 1028. 705 711 714 717 720 723 726 732 735 738 741 744 747 750 756 - 1029. 759 UNI GX -34.8 0 0.84 1030. 706 709 715 718 721 724 727 730 736 739 742 748 751 757 760 UNI GX -34.8 0 0.85 1031. 147 UNI GX -34.8 0 0.91 1032. 712 UNI GX -34.8 0 0.15 1033. 148 UNI GX -34.8 0 0.71 1034. 733 UNI GX -34.8 0 0.17 1035. 150 UNI GX -34.8 0 0.69 1036. 151 UNI GX -34.8 0 0.81 1037. 754 UNI GX -34.8 0 0.25 1038. 703 UNI GX -34.8 0 0.61 1039. 702 753 UNI GX -34.8 0 0.22 1040. 708 UNI GX -34.8 0 0.43 1041. 63 UNI GX -34.8 0 0.42 1042. 729 UNI GX -34.8 0 0.75 1043. 700 UNI GX -34.8 0 0.63 1044. 704 UNI GX -34.8 0 3.43 1045. 707 UNI GX -34.8 0 3.54 1046. 710 UNI GX -34.8 0 3.71 1047. 713 UNI GX -34.8 0 3.88 1048. 716 UNI GX -34.8 0 4.05 STAAD SPACE -- PAGE NO. 20

1049. 719 UNI GX -34.8 0 4.22 1050. 722 UNI GX -34.8 0 4.39 1051. 725 UNI GX -34.8 0 4.55 1052. 728 UNI GX -34.8 0 4.73 1053. 731 UNI GX -34.8 0 4.9 1054. 734 UNI GX -34.8 0 5.07 1055. 737 UNI GX -34.8 0 5.24 1056. 740 UNI GX -34.8 0 5.41 1057. 743 UNI GX -34.8 0 5.58

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1058. 746 UNI GX -34.8 0 5.75 1059. 749 UNI GX -34.8 0 5.91 1060. 752 UNI GX -34.8 0 6.08 1061. 755 UNI GX -34.8 0 6.25 1062. 758 UNI GX -34.8 0 6.42 1063. 761 UNI GX -34.8 0 6.59 1064. 762 UNI GX -34.8 0 6.77 1065. ELEMENT LOAD 1066. 1212 PR GX -2050 2.275 -1.6 1067. 1208 PR GX -2000 2.275 -0.9 1068. 1215 PR GX -60 1.125 0.15 1069. 1213 PR GX -160 1.125 -1.71 1070. 1213 PR GX -60 1.775 0.39 1071. 1240 PR GX -85 -0.535 -1.505 1072. SELFWEIGHT X -1 LIST 1 TO 108 116 TO 152 154 156 TO 203 207 208 212 213 217 - 1073. 218 222 223 227 228 232 237 239 TO 241 243 244 246 TO 252 256 TO 264 266 - 1074. 267 TO 279 281 TO 284 286 287 290 TO 304 307 TO 310 316 TO 319 323 324 328 - 1075. 332 TO 334 336 TO 340 342 TO 346 348 TO 351 355 357 363 TO 365 367 370 372 - 1076. 373 TO 387 389 TO 396 399 TO 401 404 TO 407 409 TO 413 415 TO 419 421 TO 425 - 1077. 427 TO 451 453 TO 455 457 459 461 465 467 470 472 475 477 TO 492 494 496 - 1078. 497 499 TO 501 503 TO 506 508 TO 510 512 513 515 TO 520 522 TO 532 535 537 - 1079. 538 TO 555 557 TO 559 562 563 565 567 568 570 TO 573 575 577 TO 581 583 584 - 1080. 586 587 590 595 598 TO 607 609 611 612 614 616 TO 622 624 TO 636 638 TO 644 - 1081. 648 649 651 653 TO 661 663 TO 681 683 TO 686 688 TO 690 692 TO 700 - 1082. 702 TO 769 826 936 938 952 TO 954 957 TO 960 1014 TO 1016 1018 TO 1020 1061 - 1083. 1062 TO 1066 1069 1072 TO 1097 1100 TO 1203 1205 TO 1224 1226 TO 1234 1236 - 1084. 1237 TO 1256 1258 1260 TO 1295 1297 TO 1305 1085. SPECTRUM SRSS X 0 ACC DAMP 0.05 LIN 1086. 0 0.135; 0.1 0.224; 0.2 0.312; 0.3 0.401; 0.327 0.425; 0.4 0.425; 0.5 0.425 1087. 0.6 0.425; 0.7 0.425; 0.8 0.425; 0.9 0.425; 1 0.425; 1.1 0.425; 1.2 0.397 1088. 1.3 0.367; 1.4 0.341; 1.5 0.318; 1.6 0.298; 1.7 0.281; 1.8 0.265; 1.9 0.251 1089. 2 0.238; 2.1 0.227; 2.2 0.217; 2.3 0.207; 2.4 0.199; 2.5 0.191; 2.6 0.183 1090. 2.7 0.177; 2.8 0.17; 2.9 0.164; 3 0.159; 3.1 0.154; 3.2 0.149; 3.3 0.145 1091. 3.4 0.14; 3.5 0.136; 3.6 0.132; 3.7 0.129; 3.8 0.125; 3.9 0.122; 4 0.119 1092. 4.1 0.116; 4.2 0.114; 4.3 0.111; 4.4 0.108; 4.5 0.106; 4.6 0.104; 4.7 0.101 1093. 4.8 0.099; 4.9 0.097; 5 0.095 1094. LOAD 5 LOADTYPE SEISMIC TITLE SZ (SISMO EN DIRECCION Z) 1095. MEMBER LOAD 1096. 663 UNI GZ -402.3 0 1.15 1097. 191 UNI GZ -440.8 0 3.8 1098. 192 UNI GZ -585.1 0 5.05 1099. 193 UNI GZ -353.5 0 2.2 1100. 665 TO 672 UNI GZ -365.7 0 1.15 1101. 1072 1075 1078 1081 1084 1087 1090 1092 UNI GZ -442.7 0 3.8 1102. 1073 1076 1079 1082 1085 1088 1091 UNI GZ -731.4 0 7.57 1103. 1074 1077 1080 1083 1086 1089 UNI GZ -268.2 0 2.2 1104. 673 674 UNI GZ -451.6 0 1.15 STAAD SPACE -- PAGE NO. 21

1105. 1094 UNI GZ -453 0 3.8 1106. 1093 UNI GZ -731.8 0 5.76 1107. 1095 UNI GZ -632.5 0 2.74 1108. 686 UNI Y -371.8 0 1.8 1109. 6 TO 10 195 TO 198 UNI GZ -323 0 3 1110. 199 UNI GZ -403.8 0 4.41 1111. 685 UNI GZ -539.4 0 1.8

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1112. 32 TO 40 UNI GZ -182.9 0 3 1113. 609 UNI GZ -283.7 0 2.71 1114. 684 UNI GZ -461.4 0 1.8 1115. 683 826 UNI GZ -287.7 0 1.8 1116. 78 TO 84 102 TO 107 UNI GZ -169.8 0 3 1117. 605 UNI GZ -585.1 0 2.52 1118. 1097 UNI GZ -453 0 2.08 1119. 232 UNI GZ -169.8 0 1.21 1120. 590 UNI GZ -169.8 0 2.03 1121. 664 UNI GZ -243.8 0 1.15 1122. 190 UNI GZ -300.8 0 4.36 1123. 189 UNI GZ -243.8 0 2.91 1124. 675 TO 679 UNI GZ -365.7 0 1.15 1125. 203 208 213 218 223 UNI GZ -479.8 0 4.36 1126. 194 207 212 217 222 227 UNI GZ -365.7 0 2.91 1127. 680 UNI GZ -557.1 0 1.15 1128. 681 UNI GZ -500.6 0 1.15 1129. 228 UNI GZ -505.6 0 4.36 1130. 688 UNI GZ -405.9 0 0.5 1131. 178 TO 180 200 TO 202 UNI GZ -323 0 3 1132. 578 UNI GZ -405.9 0 6.14 1133. 689 UNI GZ -443.1 0 0.5 1134. 122 TO 127 UNI GZ -360.2 0 3 1135. 584 UNI GZ -400.4 0 2.21 1136. 690 UNI GZ -177.4 0 0.5 1137. 102 TO 106 UNI GZ -177.4 0 3 1138. 107 UNI GZ -253.7 0 3 1139. 101 UNI GZ -177.4 0 1.2 1140. 826 UNI GZ -177.4 0 1.8 1141. 590 UNI GZ -253.7 0 2.03 1142. 692 693 UNI GZ -353.5 0 0.5 1143. 567 568 UNI GZ -289.5 0 3.75 1144. 694 695 UNI GZ -289.5 0 0.5 1145. 549 UNI GZ -339.5 0 4.8 1146. 769 UNI GZ -228.6 0 0.35 1147. 1216 UNI GZ -228.6 0 0.15 1148. 565 UNI GZ -278.6 0 4.49 1149. 1118 UNI GZ -278.6 0 0.31 1150. 1069 UNI GZ -228.6 0 0.5 1151. 1132 UNI GZ -381 0 9.92 1152. 587 UNI GZ -196.6 0 3.08 1153. 581 UNI GZ -182 0 3.29 1154. 1126 UNI GZ -321.4 0 3.09 1155. 264 UNI GZ -528.1 0 5.09 1156. 263 UNI GZ -503.9 0 4.84 1157. 649 UNI GZ -391.1 0 3.78 1158. 262 UNI GZ -364 0 3.5 1159. 1116 1154 UNI GZ -160.7 0 3.09 1160. 1115 UNI GZ -264.1 0 0.92 STAAD SPACE -- PAGE NO. 22

1161. 283 UNI GZ -251.9 0 2.33 1162. 518 UNI GZ -196.6 0 3.1 1163. 281 UNI GZ -182 0 3.5 1164. 1117 1131 UNI GZ -218.9 0 4.845 1165. 648 1127 UNI GZ -470.8 0 4.845

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1166. 656 UNI GZ -503.6 0 4.845 1167. 1066 UNI GZ -178.1 0 3.85 1168. 654 1104 UNI GZ -491.4 0 4.845 1169. 651 1103 UNI GZ -472.3 0 4.845 1170. 316 1102 UNI GZ -232.5 0 4.845 1171. 241 UNI GZ -196.6 0 0.7 1172. 240 UNI GZ -182 0 0.21 1173. 284 UNI GZ -264.1 0 1.82 1174. 524 UNI GZ -264.1 0 0.94 1175. 655 UNI GZ -264.1 0 1.41 1176. 653 UNI GZ -251.9 0 2.51 1177. 282 UNI GZ -196.6 0 0.68 1178. 1064 UNI GZ -178.1 0 3 1179. 529 UNI GZ -432.4 0 3.04 1180. 532 UNI GZ -147 0 0.93 1181. 525 UNI GZ -340.2 0 2.65 1182. 490 UNI GZ -286.7 0 3.04 1183. 491 UNI GZ -201.8 0 1.93 1184. 515 UNI GZ -188.3 0 0.24 1185. 457 UNI GZ -241.9 0 1.09 1186. 1107 UNI GZ -201.8 0 1.93 1187. 1111 UNI GZ -151.8 0 1.45 1188. 1112 UNI GZ -224.4 0 2.24 1189. 454 UNI GZ -201.8 0 1.95 1190. 370 UNI GZ -91 0 1.75 1191. 1114 UNI GZ -75.9 0 1.45 1192. 1113 UNI GZ -112.2 0 2.24 1193. 367 UNI GZ -100.9 0 1.95 1194. 537 UNI GZ -104.7 0 2.06 1195. 446 UNI GZ -188 0 1.89 1196. 482 UNI GZ -218.7 0 1.73 1197. 440 UNI GZ -191.5 0 1.89 1198. 483 UNI GZ -177.7 0 1.73 1199. 434 UNI GZ -196.6 0 1.89 1200. 484 UNI GZ -179.9 0 1.73 1201. 1110 UNI GZ -100.4 0 1.93 1202. 1128 UNI GZ -202.8 0 1.94 1203. 428 UNI GZ -247.8 0 1.89 1204. 485 UNI GZ -234.7 0 1.73 1205. 1109 UNI GZ -237 0 2.31 1206. 1108 UNI GZ -201.8 0 1.94 1207. 519 UNI GZ -290.3 0 1.8 1208. 499 UNI GZ -96.5 0 3.51 1209. 399 UNI GZ -116.9 0 2.31 1210. 400 UNI GZ -100.4 0 1.95 1211. 401 UNI GZ -147.2 0 0.81 1212. 487 UNI GZ -147 0 1 1213. 513 UNI GZ -188.3 0 1.55 1214. 510 UNI GZ -188.3 0 0.2 1215. 461 UNI GZ -188.3 0 1.45 1216. 506 UNI GZ -188.3 0 1.15 STAAD SPACE -- PAGE NO. 23

1217. 453 UNI GZ -241.9 0 1.95 1218. 528 UNI GZ -242 0 2.31 1219. 497 UNI GZ -290.3 0 2.5

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1220. 1123 UNI GZ -147.2 0 2 1221. 1124 UNI GZ -147.2 0 0.8 1222. 705 711 714 717 720 723 726 732 735 738 741 744 747 750 756 - 1223. 759 UNI GZ -34.8 0 0.84 1224. 706 709 715 718 721 724 727 730 736 739 742 748 751 757 760 UNI GZ -34.8 0 0.85 1225. 147 UNI GZ -34.8 0 0.91 1226. 712 UNI GZ -34.8 0 0.15 1227. 148 UNI GZ -34.8 0 0.71 1228. 733 UNI GZ -34.8 0 0.17 1229. 150 UNI GZ -34.8 0 0.69 1230. 151 UNI GZ -34.8 0 0.81 1231. 754 UNI GZ -34.8 0 0.25 1232. 703 UNI GZ -34.8 0 0.61 1233. 702 753 UNI GZ -34.8 0 0.22 1234. 708 UNI GZ -34.8 0 0.43 1235. 63 UNI GZ -34.8 0 0.42 1236. 729 UNI GZ -34.8 0 0.75 1237. 700 UNI GZ -34.8 0 0.63 1238. 704 UNI GZ -34.8 0 3.43 1239. 707 UNI GZ -34.8 0 3.54 1240. 710 UNI GZ -34.8 0 3.71 1241. 713 UNI GZ -34.8 0 3.88 1242. 716 UNI GZ -34.8 0 4.05 1243. 719 UNI GZ -34.8 0 4.22 1244. 722 UNI GZ -34.8 0 4.39 1245. 725 UNI GZ -34.8 0 4.55 1246. 728 UNI GZ -34.8 0 4.73 1247. 731 UNI GZ -34.8 0 4.9 1248. 734 UNI GZ -34.8 0 5.07 1249. 737 UNI GZ -34.8 0 5.24 1250. 740 UNI GZ -34.8 0 5.41 1251. 743 UNI GZ -34.8 0 5.58 1252. 746 UNI GZ -34.8 0 5.75 1253. 749 UNI GZ -34.8 0 5.91 1254. 752 UNI GZ -34.8 0 6.08 1255. 755 UNI GZ -34.8 0 6.25 1256. 758 UNI GZ -34.8 0 6.42 1257. 761 UNI GZ -34.8 0 6.59 1258. 762 UNI GZ -34.8 0 6.77 1259. ELEMENT LOAD 1260. 1212 PR GZ -2050 2.275 -1.6 1261. 1208 PR GZ -2000 2.275 -0.9 1262. 1215 PR GZ -60 1.125 0.15 1263. 1213 PR GZ -160 1.125 -1.71 1264. 1213 PR GZ -60 1.775 0.39 1265. 1240 PR GZ -85 -0.535 -1.505 1266. SELFWEIGHT Z -1 LIST 1 TO 108 116 TO 152 154 156 TO 203 207 208 212 213 217 - 1267. 218 222 223 227 228 232 237 239 TO 241 243 244 246 TO 252 256 TO 264 266 - 1268. 267 TO 279 281 TO 284 286 287 290 TO 304 307 TO 310 316 TO 319 323 324 328 - 1269. 332 TO 334 336 TO 340 342 TO 346 348 TO 351 355 357 363 TO 365 367 370 372 - 1270. 373 TO 387 389 TO 396 399 TO 401 404 TO 407 409 TO 413 415 TO 419 421 TO 425 - 1271. 427 TO 451 453 TO 455 457 459 461 465 467 470 472 475 477 TO 492 494 496 - 1272. 497 499 TO 501 503 TO 506 508 TO 510 512 513 515 TO 520 522 TO 532 535 537 - STAAD SPACE -- PAGE NO. 24

1273. 538 TO 555 557 TO 559 562 563 565 567 568 570 TO 573 575 577 TO 581 583 584 -

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1274. 586 587 590 595 598 TO 607 609 611 612 614 616 TO 622 624 TO 636 638 TO 644 - 1275. 648 649 651 653 TO 661 663 TO 681 683 TO 686 688 TO 690 692 TO 700 - 1276. 702 TO 769 826 936 938 952 TO 954 957 TO 960 1014 TO 1016 1018 TO 1020 1061 - 1277. 1062 TO 1066 1069 1072 TO 1097 1100 TO 1203 1205 TO 1224 1226 TO 1234 1236 - 1278. 1237 TO 1256 1258 1260 TO 1295 1297 TO 1305 1279. SPECTRUM SRSS Z 0 ACC DAMP 0.05 LIN 1280. 0 0.135; 0.1 0.224; 0.2 0.312; 0.3 0.401; 0.327 0.425; 0.4 0.425; 0.5 0.425 1281. 0.6 0.425; 0.7 0.425; 0.8 0.425; 0.9 0.425; 1 0.425; 1.1 0.425; 1.2 0.397 1282. 1.3 0.367; 1.4 0.341; 1.5 0.318; 1.6 0.298; 1.7 0.281; 1.8 0.265; 1.9 0.251 1283. 2 0.238; 2.1 0.227; 2.2 0.217; 2.3 0.207; 2.4 0.199; 2.5 0.191; 2.6 0.183 1284. 2.7 0.177; 2.8 0.17; 2.9 0.164; 3 0.159; 3.1 0.154; 3.2 0.149; 3.3 0.145 1285. 3.4 0.14; 3.5 0.136; 3.6 0.132; 3.7 0.129; 3.8 0.125; 3.9 0.122; 4 0.119 1286. 4.1 0.116; 4.2 0.114; 4.3 0.111; 4.4 0.108; 4.5 0.106; 4.6 0.104; 4.7 0.101 1287. 4.8 0.099; 4.9 0.097; 5 0.095 1288. LOAD 6 LOADTYPE WIND TITLE VX (VIENTO EN DIRECCION X) 1289. MEMBER LOAD 1290. 17 TO 22 UNI GX -789 0 3.96 1291. 185 TO 188 275 297 302 643 UNI GX -789 0 4.08 1292. 562 UNI GX -789 0 0.17 1293. 644 UNI GX -789 0 0.26 1294. 257 303 304 307 308 938 954 959 UNI GX -789 0 2.33 1295. 552 553 UNI GX -789 0 3.28 1296. 558 575 UNI GX -789 0 0.43 1297. 298 301 340 344 345 357 382 TO 387 UNI GX -789 0 4.51 1298. 346 350 351 UNI GX -789 0 1.51 1299. 348 349 389 TO 393 543 1121 UNI GX -789 0 0.7 1300. 541 544 UNI GX -789 0 0.81 1301. 51 UNI GX -836.7 0 4.49 1302. 606 UNI GX -836.7 0 5.2 1303. 93 UNI GX -836.7 0 5.55 1304. 586 UNI GX -836.7 0 5.85 1305. 135 136 UNI GX -836.7 0 5.14 1306. 68 TO 70 UNI GX -836.7 0 3.72 1307. 1302 UNI GX -836.7 0 1.86 1308. 168 UNI GX -836.7 0 1.86 1309. 1301 UNI GX -836.7 0 1.86 1310. 167 UNI GX -836.7 0 1.86 1311. 1300 UNI GX -836.7 0 1.86 1312. 166 UNI GX -836.7 0 1.86 1313. 1299 UNI GX -836.7 0 1.86 1314. 165 UNI GX -836.7 0 1.86 1315. 1298 UNI GX -836.7 0 1.86 1316. 164 UNI GX -836.7 0 1.86 1317. 1297 UNI GX -836.7 0 1.86 1318. 163 UNI GX -836.7 0 1.86 1319. 169 TO 174 UNI GX -836.7 0 1.28 1320. 51 TO 60 UNI GZ 622.5 0 4.49 1321. 17 TO 21 UNI GZ 622.5 0 3.96 1322. 135 TO 141 UNI GZ -622.5 0 5.14 1323. 185 TO 188 UNI GZ -622.5 0 4.08 1324. 250 UNI GZ -1006.3 0 4.51 1325. 620 UNI GZ -1006.3 0 0.59 1326. 621 UNI GZ -1006.3 0 1.74 1327. 271 297 UNI GZ -1006.3 0 4.08 1328. 573 575 UNI GZ -1006.3 0 0.43 STAAD SPACE -- PAGE NO. 25

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1329. 303 960 UNI GZ -1006.3 0 2.33 1330. 643 UNI GZ 1006.3 0 4.08 1331. 562 UNI GZ 1006.3 0 0.17 1332. 644 UNI GZ 1006.3 0 0.26 1333. 257 UNI GZ 1006.3 0 2.33 1334. 663 TO 681 UNI Y 383.1 0 1.15 1335. 191 1094 UNI Y 383.1 0 3.8 1336. 192 UNI Y 383.1 0 5.05 1337. 605 UNI Y 383.1 0 2.52 1338. 193 1074 1077 1080 1083 1086 1089 UNI Y 383.1 0 2.2 1339. 1073 1076 1079 1082 1085 1088 1091 UNI Y 383.1 0 7.57 1340. 1093 UNI Y 383.1 0 5.76 1341. 1095 UNI Y 383.1 0 2.74 1342. 1097 UNI Y 383.1 0 2.08 1343. 190 203 208 213 218 223 228 UNI Y 383.1 0 4.36 1344. 189 194 207 212 217 222 227 UNI Y 383.1 0 2.91 1345. 382 415 TO 419 1256 UNI GZ -622.5 0 4.51 1346. 421 TO 425 UNI GZ -622.5 0 0.7 1347. 567 568 UNI Y 383.1 0 3.75 1348. 692 693 UNI Y 383.1 0 0.5 1349. LOAD 7 LOADTYPE WIND TITLE VZ (VIENTO EN DIRECCION Z) 1350. MEMBER LOAD 1351. 51 TO 60 UNI GZ 287.3 0 4.49 1352. 17 TO 22 UNI GZ 287.3 0 3.96 1353. 275 302 643 UNI GZ 464.4 0 4.08 1354. 562 UNI GZ 464.4 0 0.17 1355. 644 UNI GZ 464.4 0 0.26 1356. 257 308 959 UNI GZ 464.4 0 2.33 1357. 558 UNI GZ 464.4 0 0.43 1358. 552 UNI GZ 464.4 0 3.28 1359. 343 TO 345 357 387 UNI GZ 287.3 0 4.51 1360. 349 350 393 543 UNI GZ 287.3 0 0.7 1361. 185 TO 188 UNI GZ 766.2 0 4.08 1362. 135 TO 141 UNI GZ 766.2 0 5.14 1363. 586 UNI GZ 766.2 0 5.85 1364. 68 TO 70 UNI GZ 766.2 0 3.72 1365. 1302 UNI GZ 766.2 0 1.86 1366. 168 UNI GZ 766.2 0 1.86 1367. 1301 UNI GZ 766.2 0 1.86 1368. 167 UNI GZ 766.2 0 1.86 1369. 1300 UNI GZ 766.2 0 1.86 1370. 166 UNI GZ 766.2 0 1.86 1371. 1299 UNI GZ 766.2 0 1.86 1372. 165 UNI GZ 766.2 0 1.86 1373. 1298 UNI GZ 766.2 0 1.86 1374. 164 UNI GZ 766.2 0 1.86 1375. 1297 UNI GZ 766.2 0 1.86 1376. 163 UNI GZ 766.2 0 1.86 1377. 169 TO 174 UNI GZ 766.2 0 1.28 1378. 340 415 TO 419 1256 UNI GZ 766.2 0 4.51 1379. 348 421 TO 425 540 UNI GZ 766.2 0 0.7 1380. 553 UNI GZ 766.2 0 3.28 1381. 346 UNI GZ 766.2 0 1.51 1382. 541 UNI GZ 766.2 0 0.81 1383. 250 298 UNI GZ 1238.5 0 4.51

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1384. 271 297 UNI GZ 1238.5 0 4.08 STAAD SPACE -- PAGE NO. 26

1385. 573 575 UNI GZ 1238.5 0 0.43 1386. 303 304 307 938 954 960 UNI GZ 1238.5 0 2.33 1387. 620 UNI GZ 1238.5 0 0.59 1388. 621 UNI GZ 1238.5 0 1.74 1389. 136 UNI GX -1087.7 0 5.14 1390. 93 UNI GX -1087.7 0 5.55 1391. 606 UNI GX -1087.7 0 5.2 1392. 51 UNI GX -1087.7 0 4.49 1393. 345 382 TO 387 UNI GX 1087.7 0 4.51 1394. 389 TO 393 1121 UNI GX 1087.7 0 0.7 1395. 351 UNI GX 1087.7 0 1.51 1396. 275 302 643 UNI GX 641 0 4.08 1397. 562 UNI GX 641 0 0.17 1398. 644 UNI GX 641 0 0.26 1399. 257 303 304 307 308 938 954 959 UNI GX 641 0 2.33 1400. 558 UNI GX 641 0 0.43 1401. 552 UNI GX 641 0 3.28 1402. 301 UNI GX 641 0 4.51 1403. 663 TO 681 UNI Y 480 0 1.15 1404. 190 203 208 213 218 223 228 UNI Y 480 0 4.36 1405. 189 194 207 212 217 222 227 UNI Y 480 0 2.91 1406. 193 1074 1077 1080 1083 1086 1089 UNI Y 480 0 2.2 1407. 605 UNI Y 480 0 2.52 1408. 192 UNI Y 480 0 5.05 1409. 191 1072 1075 1078 1081 1084 1087 1090 1092 1094 UNI Y 480 0 3.8 1410. 1073 1076 1079 1082 1085 1088 1091 UNI Y 480 0 7.57 1411. 1093 UNI Y 480 0 5.76 1412. 1095 UNI Y 480 0 2.74 1413. 1097 UNI Y 480 0 2.08 1414. 567 568 UNI Y 480 0 3.75 1415. 692 693 UNI Y 480 0 0.5 1416. LOAD COMB 21 1.0CM + 1.0CVM 1417. 1 1.0 2 1.0 1418. LOAD COMB 22 1.0CM + 1.0CVR + 1.0SX + 0.3SZ 1419. 1 1.0 3 1.0 4 1.0 5 0.3 1420. LOAD COMB 23 1.0CM + 1.0CVR + 1.0SX - 0.3SZ 1421. 1 1.0 3 1.0 4 1.0 5 -0.3 1422. LOAD COMB 24 1.0CM + 1.0CVR - 1.0SX + 0.3SZ 1423. 1 1.0 3 1.0 4 -1.0 5 0.3 1424. LOAD COMB 25 1.0CM + 1.0CVR - 1.0SX - 0.3SZ 1425. 1 1.0 3 1.0 4 -1.0 5 -0.3 1426. LOAD COMB 26 1.0CM + 1.0CVR + 0.3SX + 1.0SZ 1427. 1 1.0 3 1.0 4 0.3 5 1.0 1428. LOAD COMB 27 1.0CM + 1.0CVR + 0.3SX - 1.0SZ 1429. 1 1.0 3 1.0 4 0.3 5 -1.0 1430. LOAD COMB 28 1.0CM + 1.0CVR - 0.3SX + 1.0SZ 1431. 1 1.0 3 1.0 4 -0.3 5 1.0 1432. LOAD COMB 29 1.0CM + 1.0CVR - 0.3SX - 1.0SZ 1433. 1 1.0 3 1.0 4 -0.3 5 -1.0 1434. LOAD COMB 30 1.0CM + 1.0CVR + 1.0VX 1435. 1 1.0 3 1.0 6 1.0 1436. LOAD COMB 31 1.0CM + 1.0CVR - 1.0VX 1437. 1 1.0 3 1.0 6 -1.0

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1438. LOAD COMB 32 1.0CM + 1.0CVR + 1.0VZ 1439. 1 1.0 3 1.0 7 1.0 1440. LOAD COMB 33 1.0CM + 1.0CVR - 1.0VZ STAAD SPACE -- PAGE NO. 27

1441. 1 1.0 3 1.0 7 -1.0 1442. PERFORM ANALYSIS PRINT ALL

P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 472/ 876/ 93

SOLVER USED IS THE IN-CORE ADVANCED SOLVER

TOTAL PRIMARY LOAD CASES = 7, TOTAL DEGREES OF FREEDOM = 2274

STAAD SPACE -- PAGE NO. 28

LOADING 1 LOADTYPE DEAD TITLE CM (CARGA MUERTA) ----------- MEMBER LOAD - UNIT KG METE MEMBER UDL L1 L2 CON L LIN1 LIN2 663 -402.3000 Y 0.00 1.15 191 -440.8000 Y 0.00 3.80 192 -585.1000 Y 0.00 5.05 193 -353.5000 Y 0.00 2.20 665 -365.7000 Y 0.00 1.15 666 -365.7000 Y 0.00 1.15 667 -365.7000 Y 0.00 1.15 668 -365.7000 Y 0.00 1.15 669 -365.7000 Y 0.00 1.15 670 -365.7000 Y 0.00 1.15 671 -365.7000 Y 0.00 1.15 672 -365.7000 Y 0.00 1.15 1072 -442.7000 Y 0.00 3.80 1075 -442.7000 Y 0.00 3.80 1078 -442.7000 Y 0.00 3.80 1081 -442.7000 Y 0.00 3.80 1084 -442.7000 Y 0.00 3.80 1087 -442.7000 Y 0.00 3.80 1090 -442.7000 Y 0.00 3.80 1092 -442.7000 Y 0.00 3.80 1073 -731.4000 Y 0.00 7.57 1076 -731.4000 Y 0.00 7.57 1079 -731.4000 Y 0.00 7.57 1082 -731.4000 Y 0.00 7.57 1085 -731.4000 Y 0.00 7.57

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1088 -731.4000 Y 0.00 7.57 1091 -731.4000 Y 0.00 7.57 1074 -268.2000 Y 0.00 2.20 1077 -268.2000 Y 0.00 2.20 1080 -268.2000 Y 0.00 2.20 1083 -268.2000 Y 0.00 2.20 1086 -268.2000 Y 0.00 2.20 1089 -268.2000 Y 0.00 2.20 673 -451.6000 Y 0.00 1.15 674 -451.6000 Y 0.00 1.15 1094 -453.0000 Y 0.00 3.80 1093 -731.8000 Y 0.00 5.76 1095 -632.5000 Y 0.00 2.74 686 -371.8000 Y 0.00 1.80 6 -323.0000 Y 0.00 3.00 7 -323.0000 Y 0.00 3.00 8 -323.0000 Y 0.00 3.00 9 -323.0000 Y 0.00 3.00 10 -323.0000 Y 0.00 3.00 195 -323.0000 Y 0.00 3.00 196 -323.0000 Y 0.00 3.00 STAAD SPACE -- PAGE NO. 29

197 -323.0000 Y 0.00 3.00 198 -323.0000 Y 0.00 3.00 199 -403.8000 Y 0.00 4.41 685 -539.4000 Y 0.00 1.80 32 -182.9000 Y 0.00 3.00 33 -182.9000 Y 0.00 3.00 34 -182.9000 Y 0.00 3.00 35 -182.9000 Y 0.00 3.00 36 -182.9000 Y 0.00 3.00 37 -182.9000 Y 0.00 3.00 38 -182.9000 Y 0.00 3.00 39 -182.9000 Y 0.00 3.00 40 -182.9000 Y 0.00 3.00 609 -283.7000 Y 0.00 2.71 684 -461.4000 Y 0.00 1.80 683 -287.7000 Y 0.00 1.80 826 -287.7000 Y 0.00 1.80 78 -169.8000 Y 0.00 3.00 79 -169.8000 Y 0.00 3.00 80 -169.8000 Y 0.00 3.00 81 -169.8000 Y 0.00 3.00 82 -169.8000 Y 0.00 3.00 83 -169.8000 Y 0.00 3.00 84 -169.8000 Y 0.00 3.00 102 -169.8000 Y 0.00 3.00 103 -169.8000 Y 0.00 3.00 104 -169.8000 Y 0.00 3.00 105 -169.8000 Y 0.00 3.00 106 -169.8000 Y 0.00 3.00 107 -169.8000 Y 0.00 3.00 605 -585.1000 Y 0.00 2.52 1097 -453.0000 Y 0.00 2.08 232 -169.8000 Y 0.00 1.21

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590 -169.8000 Y 0.00 2.03 664 -243.8000 Y 0.00 1.15 190 -300.8000 Y 0.00 4.36 189 -243.8000 Y 0.00 2.91 675 -365.7000 Y 0.00 1.15 676 -365.7000 Y 0.00 1.15 677 -365.7000 Y 0.00 1.15 678 -365.7000 Y 0.00 1.15 679 -365.7000 Y 0.00 1.15 203 -479.8000 Y 0.00 4.36 208 -479.8000 Y 0.00 4.36 213 -479.8000 Y 0.00 4.36 218 -479.8000 Y 0.00 4.36 223 -479.8000 Y 0.00 4.36 194 -365.7000 Y 0.00 2.91 207 -365.7000 Y 0.00 2.91 212 -365.7000 Y 0.00 2.91 217 -365.7000 Y 0.00 2.91 222 -365.7000 Y 0.00 2.91 227 -365.7000 Y 0.00 2.91 680 -557.1000 Y 0.00 1.15 681 -500.6000 Y 0.00 1.15 228 -505.6000 Y 0.00 4.36 STAAD SPACE -- PAGE NO. 30

688 -405.9000 Y 0.00 0.50 178 -323.0000 Y 0.00 3.00 179 -323.0000 Y 0.00 3.00 180 -323.0000 Y 0.00 3.00 200 -323.0000 Y 0.00 3.00 201 -323.0000 Y 0.00 3.00 202 -323.0000 Y 0.00 3.00 578 -405.9000 Y 0.00 6.14 689 -443.1000 Y 0.00 0.50 122 -360.2000 Y 0.00 3.00 123 -360.2000 Y 0.00 3.00 124 -360.2000 Y 0.00 3.00 125 -360.2000 Y 0.00 3.00 126 -360.2000 Y 0.00 3.00 127 -360.2000 Y 0.00 3.00 584 -400.4000 Y 0.00 2.21 690 -177.4000 Y 0.00 0.50 102 -177.4000 Y 0.00 3.00 103 -177.4000 Y 0.00 3.00 104 -177.4000 Y 0.00 3.00 105 -177.4000 Y 0.00 3.00 106 -177.4000 Y 0.00 3.00 107 -253.7000 Y 0.00 3.00 101 -177.4000 Y 0.00 1.20 826 -177.4000 Y 0.00 1.80 590 -253.7000 Y 0.00 2.03 692 -353.5000 Y 0.00 0.50 693 -353.5000 Y 0.00 0.50 567 -289.5000 Y 0.00 3.75 568 -289.5000 Y 0.00 3.75 694 -289.5000 Y 0.00 0.50

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695 -289.5000 Y 0.00 0.50 549 -339.5000 Y 0.00 4.80 769 -228.6000 Y 0.00 0.35 1216 -228.6000 Y 0.00 0.15 565 -278.6000 Y 0.00 4.49 1118 -278.6000 Y 0.00 0.31 1069 -228.6000 Y 0.00 0.50 1132 -381.0000 GY 0.00 9.92 587 -196.6000 GY 0.00 3.08 581 -182.0000 GY 0.00 3.29 1126 -321.4000 GY 0.00 3.09 264 -528.1000 GY 0.00 5.08 263 -503.9000 GY 0.00 4.84 649 -391.1000 GY 0.00 3.78 262 -364.0000 GY 0.00 3.50 1116 -160.7000 GY 0.00 3.09 1154 -160.7000 GY 0.00 3.09 1115 -264.1000 GY 0.00 0.92 283 -251.9000 GY 0.00 2.33 518 -196.6000 GY 0.00 3.10 281 -182.0000 GY 0.00 3.50 1117 -218.9000 GY 0.00 4.84 1131 -218.9000 GY 0.00 4.84 648 -470.8000 GY 0.00 4.84 1127 -470.8000 GY 0.00 4.84 STAAD SPACE -- PAGE NO. 31

656 -503.6000 GY 0.00 4.84 1066 -178.1000 GY 0.00 3.85 654 -491.4000 GY 0.00 4.84 1104 -491.4000 GY 0.00 4.84 651 -472.3000 GY 0.00 4.84 1103 -472.3000 GY 0.00 4.84 316 -232.5000 GY 0.00 4.84 1102 -232.5000 GY 0.00 4.84 241 -196.6000 GY 0.00 0.70 240 -182.0000 GY 0.00 0.21 284 -264.1000 GY 0.00 1.82 524 -264.1000 GY 0.00 0.94 655 -264.1000 GY 0.00 1.41 653 -251.9000 GY 0.00 2.51 282 -196.6000 GY 0.00 0.68 1064 -178.1000 GY 0.00 3.00 529 -432.4000 GY 0.00 3.04 532 -147.0000 GY 0.00 0.93 525 -340.2000 GY 0.00 2.65 490 -286.7000 GY 0.00 3.04 491 -201.8000 GY 0.00 1.93 515 -188.3000 GY 0.00 0.24 457 -241.9000 GY 0.00 1.09 1107 -201.8000 GY 0.00 1.93 1111 -151.8000 GY 0.00 1.45 1112 -224.4000 GY 0.00 2.24 454 -201.8000 GY 0.00 1.95 370 -91.0000 GY 0.00 1.75 1114 -75.9000 GY 0.00 1.45

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1113 -112.2000 GY 0.00 2.24 367 -100.9000 GY 0.00 1.95 537 -104.7000 GY 0.00 2.06 446 -188.0000 GY 0.00 1.89 482 -218.7000 GY 0.00 1.73 440 -191.5000 GY 0.00 1.89 483 -177.7000 GY 0.00 1.73 434 -196.6000 GY 0.00 1.89 484 -179.9000 GY 0.00 1.73 1110 -100.4000 GY 0.00 1.93 1128 -202.8000 GY 0.00 1.94 428 -247.8000 GY 0.00 1.89 485 -234.7000 GY 0.00 1.73 1109 -237.0000 GY 0.00 2.31 1108 -201.8000 GY 0.00 1.94 519 -290.3000 GY 0.00 1.80 499 -96.5000 GY 0.00 3.51 399 -116.9000 GY 0.00 2.31 400 -100.4000 GY 0.00 1.95 401 -147.2000 GY 0.00 0.81 487 -147.0000 GY 0.00 1.00 513 -188.3000 GY 0.00 1.55 510 -188.3000 GY 0.00 0.20 461 -188.3000 GY 0.00 1.45 506 -188.3000 GY 0.00 1.15 453 -241.9000 GY 0.00 1.95 528 -242.0000 GY 0.00 2.31 STAAD SPACE -- PAGE NO. 32

497 -290.3000 GY 0.00 2.50 1123 -147.2000 GY 0.00 2.00 1124 -147.2000 GY 0.00 0.80 705 -34.8000 GY 0.00 0.84 711 -34.8000 GY 0.00 0.84 714 -34.8000 GY 0.00 0.84 717 -34.8000 GY 0.00 0.84 720 -34.8000 GY 0.00 0.84 723 -34.8000 GY 0.00 0.84 726 -34.8000 GY 0.00 0.84 732 -34.8000 GY 0.00 0.84 735 -34.8000 GY 0.00 0.84 738 -34.8000 GY 0.00 0.84 741 -34.8000 GY 0.00 0.84 744 -34.8000 GY 0.00 0.84 747 -34.8000 GY 0.00 0.84 750 -34.8000 GY 0.00 0.84 756 -34.8000 GY 0.00 0.84 759 -34.8000 GY 0.00 0.84 706 -34.8000 GY 0.00 0.85 709 -34.8000 GY 0.00 0.85 715 -34.8000 GY 0.00 0.85 718 -34.8000 GY 0.00 0.85 721 -34.8000 GY 0.00 0.85 724 -34.8000 GY 0.00 0.85 727 -34.8000 GY 0.00 0.85 730 -34.8000 GY 0.00 0.85

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736 -34.8000 GY 0.00 0.85 739 -34.8000 GY 0.00 0.85 742 -34.8000 GY 0.00 0.85 748 -34.8000 GY 0.00 0.85 751 -34.8000 GY 0.00 0.85 757 -34.8000 GY 0.00 0.85 760 -34.8000 GY 0.00 0.85 147 -34.8000 GY 0.00 0.91 712 -34.8000 GY 0.00 0.15 148 -34.8000 GY 0.00 0.71 733 -34.8000 GY 0.00 0.17 150 -34.8000 GY 0.00 0.69 151 -34.8000 GY 0.00 0.81 754 -34.8000 GY 0.00 0.25 703 -34.8000 GY 0.00 0.61 702 -34.8000 GY 0.00 0.22 753 -34.8000 GY 0.00 0.22 708 -34.8000 GY 0.00 0.43 63 -34.8000 GY 0.00 0.42 729 -34.8000 GY 0.00 0.75 700 -34.8000 GY 0.00 0.63 704 -34.8000 GY 0.00 3.43 707 -34.8000 GY 0.00 3.54 710 -34.8000 GY 0.00 3.71 713 -34.8000 GY 0.00 3.88 716 -34.8000 GY 0.00 4.05 719 -34.8000 GY 0.00 4.22 722 -34.8000 GY 0.00 4.39 725 -34.8000 GY 0.00 4.55 STAAD SPACE -- PAGE NO. 33

728 -34.8000 GY 0.00 4.73 731 -34.8000 GY 0.00 4.90 734 -34.8000 GY 0.00 5.07 737 -34.8000 GY 0.00 5.24 740 -34.8000 GY 0.00 5.41 743 -34.8000 GY 0.00 5.58 746 -34.8000 GY 0.00 5.75 749 -34.8000 GY 0.00 5.91 752 -34.8000 GY 0.00 6.08 755 -34.8000 GY 0.00 6.25 758 -34.8000 GY 0.00 6.42 761 -34.8000 GY 0.00 6.59 762 -34.8000 GY 0.00 6.77 ELEMENT LOAD (UNITS ARE KG METE ) ELEMENT PRESSURE 1212 -2050.000000 2.28 -1.60 1208 -2000.000000 2.28 -0.90 1215 -60.000000 1.12 0.15 1213 -160.000000 1.12 -1.71 1213 -60.000000 1.77 0.39

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1240 -85.000000 -0.54 -1.50 SELFWEIGHT Y -1.000 ACTUAL WEIGHT OF THE STRUCTURE = 612731.000 KG LOADING 2 LOADTYPE LIVE REDUCIBLE TITLE CVM (CARGA VIVA MAXIMA) ----------- MEMBER LOAD - UNIT KG METE MEMBER UDL L1 L2 CON L LIN1 LIN2 663 -165.0000 Y 0.00 1.15 191 -181.8000 Y 0.00 3.80 192 -240.0000 Y 0.00 5.05 193 -145.0000 Y 0.00 2.20 665 -150.0000 Y 0.00 1.15 666 -150.0000 Y 0.00 1.15 667 -150.0000 Y 0.00 1.15 668 -150.0000 Y 0.00 1.15 669 -150.0000 Y 0.00 1.15 670 -150.0000 Y 0.00 1.15 671 -150.0000 Y 0.00 1.15 672 -150.0000 Y 0.00 1.15 1072 -181.6000 Y 0.00 3.80 1075 -181.6000 Y 0.00 3.80 1078 -181.6000 Y 0.00 3.80 1081 -181.6000 Y 0.00 3.80 STAAD SPACE -- PAGE NO. 34

1084 -181.6000 Y 0.00 3.80 1087 -181.6000 Y 0.00 3.80 1090 -181.6000 Y 0.00 3.80 1092 -181.6000 Y 0.00 3.80 1073 -300.0000 Y 0.00 7.57 1076 -300.0000 Y 0.00 7.57 1079 -300.0000 Y 0.00 7.57 1082 -300.0000 Y 0.00 7.57 1085 -300.0000 Y 0.00 7.57 1088 -300.0000 Y 0.00 7.57 1091 -300.0000 Y 0.00 7.57 1074 -110.0000 Y 0.00 2.20 1077 -110.0000 Y 0.00 2.20 1080 -110.0000 Y 0.00 2.20 1083 -110.0000 Y 0.00 2.20 1086 -110.0000 Y 0.00 2.20 1089 -110.0000 Y 0.00 2.20 673 -185.3000 Y 0.00 1.15 674 -185.3000 Y 0.00 1.15 1094 -185.8000 Y 0.00 3.80 1093 -300.2000 Y 0.00 5.76 1095 -259.4000 Y 0.00 2.74 686 -152.5000 Y 0.00 1.80

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6 -132.5000 Y 0.00 3.00 7 -132.5000 Y 0.00 3.00 8 -132.5000 Y 0.00 3.00 9 -132.5000 Y 0.00 3.00 10 -132.5000 Y 0.00 3.00 195 -132.5000 Y 0.00 3.00 196 -132.5000 Y 0.00 3.00 197 -132.5000 Y 0.00 3.00 198 -132.5000 Y 0.00 3.00 199 -165.6000 Y 0.00 4.41 685 -221.3000 Y 0.00 1.80 32 -75.0000 Y 0.00 3.00 33 -75.0000 Y 0.00 3.00 34 -75.0000 Y 0.00 3.00 35 -75.0000 Y 0.00 3.00 36 -75.0000 Y 0.00 3.00 37 -75.0000 Y 0.00 3.00 38 -75.0000 Y 0.00 3.00 39 -75.0000 Y 0.00 3.00 40 -75.0000 Y 0.00 3.00 609 -116.4000 Y 0.00 2.71 684 -189.3000 Y 0.00 1.80 683 -118.0000 Y 0.00 1.80 826 -118.0000 Y 0.00 1.80 78 -69.7000 Y 0.00 3.00 79 -69.7000 Y 0.00 3.00 80 -69.7000 Y 0.00 3.00 81 -69.7000 Y 0.00 3.00 82 -69.7000 Y 0.00 3.00 83 -69.7000 Y 0.00 3.00 84 -69.7000 Y 0.00 3.00 102 -69.7000 Y 0.00 3.00 103 -69.7000 Y 0.00 3.00 STAAD SPACE -- PAGE NO. 35

104 -69.7000 Y 0.00 3.00 105 -69.7000 Y 0.00 3.00 106 -69.7000 Y 0.00 3.00 107 -69.7000 Y 0.00 3.00 605 -240.0000 Y 0.00 2.52 1097 -185.8000 Y 0.00 2.07 232 -69.7000 Y 0.00 1.21 590 -69.7000 Y 0.00 2.03 664 -100.0000 Y 0.00 1.15 190 -123.4000 Y 0.00 4.36 189 -100.0000 Y 0.00 2.91 675 -150.0000 Y 0.00 1.15 676 -150.0000 Y 0.00 1.15 677 -150.0000 Y 0.00 1.15 678 -150.0000 Y 0.00 1.15 679 -150.0000 Y 0.00 1.15 203 -196.8000 Y 0.00 4.36 208 -196.8000 Y 0.00 4.36 213 -196.8000 Y 0.00 4.36 218 -196.8000 Y 0.00 4.36 223 -196.8000 Y 0.00 4.36

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194 -150.0000 Y 0.00 2.91 207 -150.0000 Y 0.00 2.91 212 -150.0000 Y 0.00 2.91 217 -150.0000 Y 0.00 2.91 222 -150.0000 Y 0.00 2.91 227 -150.0000 Y 0.00 2.91 680 -228.5000 Y 0.00 1.15 681 -205.3000 Y 0.00 1.15 228 -207.4000 Y 0.00 4.36 688 -166.5000 Y 0.00 0.50 178 -132.2000 Y 0.00 3.00 179 -132.2000 Y 0.00 3.00 180 -132.2000 Y 0.00 3.00 200 -132.2000 Y 0.00 3.00 201 -132.2000 Y 0.00 3.00 202 -132.2000 Y 0.00 3.00 578 -166.5000 Y 0.00 6.14 689 -181.7000 Y 0.00 0.50 102 -147.8000 Y 0.00 3.00 103 -147.8000 Y 0.00 3.00 104 -147.8000 Y 0.00 3.00 105 -147.8000 Y 0.00 3.00 106 -147.8000 Y 0.00 3.00 122 -147.8000 Y 0.00 3.00 123 -147.8000 Y 0.00 3.00 124 -147.8000 Y 0.00 3.00 125 -147.8000 Y 0.00 3.00 126 -147.8000 Y 0.00 3.00 127 -147.8000 Y 0.00 3.00 584 -164.2000 Y 0.00 2.21 690 -72.8000 Y 0.00 0.50 101 -72.8000 Y 0.00 1.20 107 -104.1000 Y 0.00 3.00 826 -72.8000 Y 0.00 1.80 590 -104.1000 Y 0.00 2.03 STAAD SPACE -- PAGE NO. 36

692 -145.0000 Y 0.00 0.50 693 -145.0000 Y 0.00 0.50 567 -118.7000 Y 0.00 3.75 568 -118.7000 Y 0.00 3.75 694 -118.8000 Y 0.00 0.50 695 -118.8000 Y 0.00 0.50 549 -139.3000 Y 0.00 4.80 1069 -93.8000 Y 0.00 0.50 1118 -114.3000 Y 0.00 0.30 769 -93.8000 Y 0.00 0.35 1216 -93.8000 Y 0.00 0.15 565 -114.3000 Y 0.00 4.49 1116 -77.2000 GY 0.00 3.09 1154 -77.2000 GY 0.00 3.09 1132 -183.2000 GY 0.00 9.92 587 -94.5000 GY 0.00 3.08 581 -87.5000 GY 0.00 3.29 1126 -154.5000 GY 0.00 3.09 264 -253.9000 GY 0.00 5.08

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263 -242.3000 GY 0.00 4.84 649 -189.0000 GY 0.00 3.78 262 -175.0000 GY 0.00 3.50 1115 -127.0000 GY 0.00 0.92 283 -121.1000 GY 0.00 2.33 518 -94.5000 GY 0.00 3.10 281 -87.5000 GY 0.00 3.50 1117 -105.2000 GY 0.00 4.84 1131 -105.2000 GY 0.00 4.84 648 -226.4000 GY 0.00 4.84 1127 -226.4000 GY 0.00 4.84 656 -242.1000 GY 0.00 4.84 1066 -85.6000 GY 0.00 3.85 654 -236.3000 GY 0.00 4.84 1104 -236.3000 GY 0.00 4.84 651 -227.1000 GY 0.00 4.84 1103 -227.1000 GY 0.00 4.84 316 -111.8000 GY 0.00 4.84 1102 -111.8000 GY 0.00 4.84 241 -94.5000 GY 0.00 0.70 240 -87.5000 GY 0.00 0.21 284 -127.0000 GY 0.00 1.82 524 -127.0000 GY 0.00 0.94 655 -127.0000 GY 0.00 1.41 653 -121.1000 GY 0.00 2.51 282 -94.5000 GY 0.00 0.68 1064 -85.6000 GY 0.00 3.00 529 -207.9000 GY 0.00 3.04 532 -70.7000 GY 0.00 0.93 525 -163.5000 GY 0.00 2.65 490 -137.8000 GY 0.00 3.04 491 -97.0000 GY 0.00 1.93 515 -90.5000 GY 0.00 0.24 457 -116.3000 GY 0.00 1.09 1107 -97.0000 GY 0.00 1.93 1111 -73.0000 GY 0.00 1.45 1112 -107.9000 GY 0.00 2.24 STAAD SPACE -- PAGE NO. 37

454 -97.0000 GY 0.00 1.95 370 -43.7000 GY 0.00 1.75 1114 -36.5000 GY 0.00 1.45 1113 -53.9000 GY 0.00 2.24 367 -48.5000 GY 0.00 1.95 1110 -48.2000 GY 0.00 1.93 1124 -70.8000 GY 0.00 0.80 537 -50.3000 GY 0.00 2.06 446 -90.4000 GY 0.00 1.89 482 -105.2000 GY 0.00 1.73 440 -92.1000 GY 0.00 1.89 483 -85.4000 GY 0.00 1.73 434 -94.5000 GY 0.00 1.89 484 -86.5000 GY 0.00 1.73 1105 -116.4000 GY 0.00 0.34 1128 -97.5000 GY 0.00 1.95 428 -119.1000 GY 0.00 1.89

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485 -112.8000 GY 0.00 1.73 1109 -113.9000 GY 0.00 2.31 1108 -97.0000 GY 0.00 1.95 519 -116.0000 GY 0.00 1.79 497 -139.6000 GY 0.00 2.50 499 -46.4000 GY 0.00 3.51 399 -56.2000 GY 0.00 2.31 400 -48.3000 GY 0.00 1.95 401 -70.8000 GY 0.00 0.81 487 -70.7000 GY 0.00 1.00 513 -90.5000 GY 0.00 1.55 510 -90.5000 GY 0.00 0.20 461 -90.5000 GY 0.00 1.45 506 -90.5000 GY 0.00 1.15 453 -116.3000 GY 0.00 1.95 528 -116.4000 GY 0.00 2.31 1123 -70.8000 GY 0.00 2.00 706 -87.0000 GY 0.00 0.87 709 -87.0000 GY 0.00 0.87 715 -87.0000 GY 0.00 0.87 718 -87.0000 GY 0.00 0.87 724 -87.0000 GY 0.00 0.87 727 -87.0000 GY 0.00 0.87 730 -87.0000 GY 0.00 0.87 736 -87.0000 GY 0.00 0.87 739 -87.0000 GY 0.00 0.87 742 -87.0000 GY 0.00 0.87 748 -87.0000 GY 0.00 0.87 751 -87.0000 GY 0.00 0.87 757 -87.0000 GY 0.00 0.87 760 -87.0000 GY 0.00 0.87 705 -87.0000 GY 0.00 0.85 711 -87.0000 GY 0.00 0.85 714 -87.0000 GY 0.00 0.85 717 -87.0000 GY 0.00 0.85 720 -87.0000 GY 0.00 0.85 721 -87.0000 GY 0.00 0.85 723 -87.0000 GY 0.00 0.85 726 -87.0000 GY 0.00 0.85 STAAD SPACE -- PAGE NO. 38

732 -87.0000 GY 0.00 0.85 735 -87.0000 GY 0.00 0.85 738 -87.0000 GY 0.00 0.85 741 -87.0000 GY 0.00 0.85 744 -87.0000 GY 0.00 0.85 747 -87.0000 GY 0.00 0.85 750 -87.0000 GY 0.00 0.85 756 -87.0000 GY 0.00 0.85 759 -87.0000 GY 0.00 0.85 147 -87.0000 GY 0.00 0.91 702 -87.0000 GY 0.00 0.22 753 -87.0000 GY 0.00 0.22 708 -87.0000 GY 0.00 0.43 63 -87.0000 GY 0.00 0.42 712 -87.0000 GY 0.00 0.15

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148 -87.0000 GY 0.00 0.71 733 -87.0000 GY 0.00 0.17 150 -87.0000 GY 0.00 0.69 729 -87.0000 GY 0.00 0.75 151 -87.0000 GY 0.00 0.81 754 -87.0000 GY 0.00 0.25 700 -87.0000 GY 0.00 0.61 703 -87.0000 GY 0.00 0.61 704 -87.0000 GY 0.00 3.43 707 -87.0000 GY 0.00 3.54 710 -87.0000 GY 0.00 3.71 713 -87.0000 GY 0.00 3.88 716 -87.0000 GY 0.00 4.05 719 -87.0000 GY 0.00 4.22 722 -87.0000 GY 0.00 4.39 725 -87.0000 GY 0.00 4.56 728 -87.0000 GY 0.00 4.73 731 -87.0000 GY 0.00 4.90 734 -87.0000 GY 0.00 5.07 737 -87.0000 GY 0.00 5.24 740 -87.0000 GY 0.00 5.41 743 -87.0000 GY 0.00 5.58 746 -87.0000 GY 0.00 5.75 749 -87.0000 GY 0.00 5.91 752 -87.0000 GY 0.00 6.08 755 -87.0000 GY 0.00 6.25 758 -87.0000 GY 0.00 6.42 761 -87.0000 GY 0.00 6.59 762 -87.0000 GY 0.00 6.77 LOADING 3 LOADTYPE LIVE REDUCIBLE TITLE CVR (CARGA VIVA REDUCIDA) ----------- MEMBER LOAD - UNIT KG METE MEMBER UDL L1 L2 CON L LIN1 LIN2 663 -115.5000 Y 0.00 1.15 191 -126.6000 Y 0.00 3.80 STAAD SPACE -- PAGE NO. 39

192 -168.0000 Y 0.00 5.05 193 -101.5000 Y 0.00 2.20 665 -105.0000 Y 0.00 1.15 666 -105.0000 Y 0.00 1.15 667 -105.0000 Y 0.00 1.15 668 -105.0000 Y 0.00 1.15 669 -105.0000 Y 0.00 1.15 670 -105.0000 Y 0.00 1.15 671 -105.0000 Y 0.00 1.15 672 -105.0000 Y 0.00 1.15 1072 -127.1000 Y 0.00 3.80 1075 -127.1000 Y 0.00 3.80 1078 -127.1000 Y 0.00 3.80

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1081 -127.1000 Y 0.00 3.80 1084 -127.1000 Y 0.00 3.80 1087 -127.1000 Y 0.00 3.80 1090 -127.1000 Y 0.00 3.80 1092 -127.1000 Y 0.00 3.80 1073 -210.0000 Y 0.00 7.57 1076 -210.0000 Y 0.00 7.57 1079 -210.0000 Y 0.00 7.57 1082 -210.0000 Y 0.00 7.57 1085 -210.0000 Y 0.00 7.57 1088 -210.0000 Y 0.00 7.57 1091 -210.0000 Y 0.00 7.57 1074 -77.0000 Y 0.00 2.20 1077 -77.0000 Y 0.00 2.20 1080 -77.0000 Y 0.00 2.20 1083 -77.0000 Y 0.00 2.20 1086 -77.0000 Y 0.00 2.20 1089 -77.0000 Y 0.00 2.20 673 -129.7000 Y 0.00 1.15 674 -129.7000 Y 0.00 1.15 1094 -130.1000 Y 0.00 3.80 1093 -210.1000 Y 0.00 5.76 1095 -181.6000 Y 0.00 2.74 686 -106.8000 Y 0.00 1.80 6 -92.8000 Y 0.00 3.00 7 -92.8000 Y 0.00 3.00 8 -92.8000 Y 0.00 3.00 9 -92.8000 Y 0.00 3.00 10 -92.8000 Y 0.00 3.00 195 -92.8000 Y 0.00 3.00 196 -92.8000 Y 0.00 3.00 197 -92.8000 Y 0.00 3.00 198 -92.8000 Y 0.00 3.00 199 -115.9000 Y 0.00 4.41 685 -154.9000 Y 0.00 1.80 32 -52.5000 Y 0.00 3.00 33 -52.5000 Y 0.00 3.00 34 -52.5000 Y 0.00 3.00 35 -52.5000 Y 0.00 3.00 36 -52.5000 Y 0.00 3.00 37 -52.5000 Y 0.00 3.00 38 -52.5000 Y 0.00 3.00 39 -52.5000 Y 0.00 3.00 STAAD SPACE -- PAGE NO. 40

40 -52.5000 Y 0.00 3.00 609 -81.5000 Y 0.00 2.71 684 -132.5000 Y 0.00 1.80 683 -82.6000 Y 0.00 1.80 826 -82.6000 Y 0.00 1.80 78 -48.8000 Y 0.00 3.00 79 -48.8000 Y 0.00 3.00 80 -48.8000 Y 0.00 3.00 81 -48.8000 Y 0.00 3.00 82 -48.8000 Y 0.00 3.00 83 -48.8000 Y 0.00 3.00

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84 -48.8000 Y 0.00 3.00 102 -48.8000 Y 0.00 3.00 103 -48.8000 Y 0.00 3.00 104 -48.8000 Y 0.00 3.00 105 -48.8000 Y 0.00 3.00 106 -48.8000 Y 0.00 3.00 107 -48.8000 Y 0.00 3.00 605 -168.0000 Y 0.00 2.52 1097 -130.1000 Y 0.00 2.00 590 -48.8000 Y 0.00 2.03 232 -48.8000 Y 0.00 1.21 664 -70.0000 Y 0.00 1.15 190 -86.4000 Y 0.00 4.36 189 -70.0000 Y 0.00 2.91 675 -105.0000 Y 0.00 1.15 676 -105.0000 Y 0.00 1.15 677 -105.0000 Y 0.00 1.15 678 -105.0000 Y 0.00 1.15 679 -105.0000 Y 0.00 1.15 203 -137.8000 Y 0.00 4.36 208 -137.8000 Y 0.00 4.36 213 -137.8000 Y 0.00 4.36 218 -137.8000 Y 0.00 4.36 223 -137.8000 Y 0.00 4.36 194 -105.0000 Y 0.00 2.91 207 -105.0000 Y 0.00 2.91 212 -105.0000 Y 0.00 2.91 217 -105.0000 Y 0.00 2.91 222 -105.0000 Y 0.00 2.91 227 -105.0000 Y 0.00 2.91 680 -159.9000 Y 0.00 1.15 681 -143.7000 Y 0.00 1.15 228 -145.2000 Y 0.00 4.36 688 -116.6000 Y 0.00 0.50 178 -92.8000 Y 0.00 3.00 179 -92.8000 Y 0.00 3.00 180 -92.8000 Y 0.00 3.00 200 -92.8000 Y 0.00 3.00 201 -92.8000 Y 0.00 3.00 202 -92.8000 Y 0.00 3.00 578 -116.6000 Y 0.00 6.14 689 -127.2000 Y 0.00 0.50 122 -103.4000 Y 0.00 3.00 123 -103.4000 Y 0.00 3.00 124 -103.4000 Y 0.00 3.00 STAAD SPACE -- PAGE NO. 41

125 -103.4000 Y 0.00 3.00 126 -103.4000 Y 0.00 3.00 127 -103.4000 Y 0.00 3.00 584 -115.0000 Y 0.00 2.21 690 -50.9000 Y 0.00 0.50 102 -50.9000 Y 0.00 3.00 103 -50.9000 Y 0.00 3.00 104 -50.9000 Y 0.00 3.00 105 -50.9000 Y 0.00 3.00

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106 -50.9000 Y 0.00 3.00 590 -72.8000 Y 0.00 2.03 101 -50.9000 Y 0.00 1.20 826 -50.9000 Y 0.00 1.80 107 -72.8000 Y 0.00 3.00 692 -101.5000 Y 0.00 0.50 693 -101.5000 Y 0.00 0.50 567 -83.1000 Y 0.00 3.75 568 -83.1000 Y 0.00 3.75 694 -83.1000 Y 0.00 0.50 695 -83.1000 Y 0.00 0.50 549 -97.5000 Y 0.00 4.80 1069 -65.6000 Y 0.00 0.50 565 -80.0000 Y 0.00 4.49 769 -65.6000 Y 0.00 0.35 1216 -65.6000 Y 0.00 0.15 1118 -80.0000 Y 0.00 0.30 1116 -54.1000 GY 0.00 3.09 1154 -54.1000 GY 0.00 3.09 1132 -128.2000 GY 0.00 9.92 587 -66.2000 GY 0.00 3.08 581 -61.3000 GY 0.00 3.29 1126 -108.2000 GY 0.00 3.09 264 -177.7000 GY 0.00 5.08 263 -169.6000 GY 0.00 4.84 649 -132.3000 GY 0.00 3.78 262 -122.5000 GY 0.00 3.50 1115 -88.9000 GY 0.00 0.92 283 -84.8000 GY 0.00 2.33 518 -66.2000 GY 0.00 3.10 281 -61.3000 GY 0.00 3.50 1117 -73.7000 GY 0.00 4.84 1131 -73.7000 GY 0.00 4.84 648 -158.4000 GY 0.00 4.84 1127 -158.4000 GY 0.00 4.84 656 -169.5000 GY 0.00 4.84 1064 -60.0000 GY 0.00 3.00 654 -165.4000 GY 0.00 4.84 1104 -165.4000 GY 0.00 4.84 651 -158.9000 GY 0.00 4.84 1103 -158.9000 GY 0.00 4.84 316 -78.3000 GY 0.00 4.84 1102 -78.3000 GY 0.00 4.84 241 -66.2000 GY 0.00 0.70 240 -61.3000 GY 0.00 0.21 284 -88.9000 GY 0.00 1.82 524 -88.9000 GY 0.00 0.94 STAAD SPACE -- PAGE NO. 42

655 -88.9000 GY 0.00 1.41 653 -84.8000 GY 0.00 2.51 282 -66.2000 GY 0.00 0.68 1066 -60.0000 GY 0.00 3.85 529 -145.5000 GY 0.00 3.04 532 -49.5000 GY 0.00 0.93 525 -114.5000 GY 0.00 2.65

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490 -96.5000 GY 0.00 3.04 491 -67.9000 GY 0.00 1.93 515 -63.4000 GY 0.00 0.24 457 -81.4000 GY 0.00 1.08 1107 -67.9000 GY 0.00 1.93 1111 -51.1000 GY 0.00 1.45 1112 -75.5000 GY 0.00 2.24 454 -67.9000 GY 0.00 1.95 370 -30.6000 GY 0.00 1.75 1114 -25.6000 GY 0.00 1.45 1113 -37.8000 GY 0.00 2.24 367 -33.9000 GY 0.00 1.95 1110 -33.8000 GY 0.00 1.93 537 -35.2000 GY 0.00 2.06 446 -63.3000 GY 0.00 1.89 482 -73.6000 GY 0.00 1.73 440 -64.4000 GY 0.00 1.89 483 -59.8000 GY 0.00 1.73 434 -66.1000 GY 0.00 1.89 484 -60.6000 GY 0.00 1.73 528 -81.5000 GY 0.00 2.31 1128 -68.3000 GY 0.00 1.95 428 -83.4000 GY 0.00 1.89 485 -79.0000 GY 0.00 1.73 1109 -79.8000 GY 0.00 2.31 1108 -67.9000 GY 0.00 1.95 519 -81.2000 GY 0.00 1.79 497 -97.7000 GY 0.00 2.50 499 -32.5000 GY 0.00 3.51 399 -39.3000 GY 0.00 2.31 400 -33.8000 GY 0.00 1.95 1123 -49.5000 GY 0.00 2.00 487 -49.5000 GY 0.00 1.00 513 -63.4000 GY 0.00 1.55 510 -63.4000 GY 0.00 0.20 461 -63.4000 GY 0.00 1.45 506 -63.4000 GY 0.00 1.15 453 -81.4000 GY 0.00 1.94 1124 -49.5000 GY 0.00 0.80 401 -49.5000 GY 0.00 0.81 705 -60.9000 GY 0.00 0.84 711 -60.9000 GY 0.00 0.84 714 -60.9000 GY 0.00 0.84 717 -60.9000 GY 0.00 0.84 720 -60.9000 GY 0.00 0.84 723 -60.9000 GY 0.00 0.84 726 -60.9000 GY 0.00 0.84 732 -60.9000 GY 0.00 0.84 735 -60.9000 GY 0.00 0.84 STAAD SPACE -- PAGE NO. 43

738 -60.9000 GY 0.00 0.84 741 -60.9000 GY 0.00 0.84 744 -60.9000 GY 0.00 0.84 747 -60.9000 GY 0.00 0.84 750 -60.9000 GY 0.00 0.84

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756 -60.9000 GY 0.00 0.84 759 -60.9000 GY 0.00 0.84 706 -60.9000 GY 0.00 0.85 709 -60.9000 GY 0.00 0.85 715 -60.9000 GY 0.00 0.85 718 -60.9000 GY 0.00 0.85 721 -60.9000 GY 0.00 0.85 724 -60.9000 GY 0.00 0.85 727 -60.9000 GY 0.00 0.85 730 -60.9000 GY 0.00 0.85 736 -60.9000 GY 0.00 0.85 739 -60.9000 GY 0.00 0.85 742 -60.9000 GY 0.00 0.85 748 -60.9000 GY 0.00 0.85 751 -60.9000 GY 0.00 0.85 757 -60.9000 GY 0.00 0.85 760 -60.9000 GY 0.00 0.85 147 -60.9000 GY 0.00 0.91 712 -60.9000 GY 0.00 0.15 148 -60.9000 GY 0.00 0.71 733 -60.9000 GY 0.00 0.17 150 -60.9000 GY 0.00 0.69 151 -60.9000 GY 0.00 0.81 754 -60.9000 GY 0.00 0.25 703 -60.9000 GY 0.00 0.61 702 -60.9000 GY 0.00 0.22 753 -60.9000 GY 0.00 0.22 708 -60.9000 GY 0.00 0.43 63 -60.9000 GY 0.00 0.42 729 -60.9000 GY 0.00 0.75 700 -60.9000 GY 0.00 0.63 704 -60.9000 GY 0.00 3.43 707 -60.9000 GY 0.00 3.54 710 -60.9000 GY 0.00 3.71 713 -60.9000 GY 0.00 3.88 716 -60.9000 GY 0.00 4.05 719 -60.9000 GY 0.00 4.22 722 -60.9000 GY 0.00 4.39 725 -60.9000 GY 0.00 4.56 728 -60.9000 GY 0.00 4.73 731 -60.9000 GY 0.00 4.90 734 -60.9000 GY 0.00 5.07 737 -60.9000 GY 0.00 5.24 740 -60.9000 GY 0.00 5.41 743 -60.9000 GY 0.00 5.58 746 -60.9000 GY 0.00 5.75 749 -60.9000 GY 0.00 5.91 752 -60.9000 GY 0.00 6.08 755 -60.9000 GY 0.00 6.25 758 -60.9000 GY 0.00 6.42 761 -60.9000 GY 0.00 6.59 STAAD SPACE -- PAGE NO. 44

762 -60.9000 GY 0.00 6.77

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LOADING 4 LOADTYPE SEISMIC TITLE SX (SISMO EN DIRECCION X) ----------- MEMBER LOAD - UNIT KG METE MEMBER UDL L1 L2 CON L LIN1 LIN2 663 -402.3000 GX 0.00 1.15 191 -440.8000 GX 0.00 3.80 192 -585.1000 GX 0.00 5.05 193 -353.5000 GX 0.00 2.20 665 -365.7000 GX 0.00 1.15 666 -365.7000 GX 0.00 1.15 667 -365.7000 GX 0.00 1.15 668 -365.7000 GX 0.00 1.15 669 -365.7000 GX 0.00 1.15 670 -365.7000 GX 0.00 1.15 671 -365.7000 GX 0.00 1.15 672 -365.7000 GX 0.00 1.15 1072 -442.7000 GX 0.00 3.80 1075 -442.7000 GX 0.00 3.80 1078 -442.7000 GX 0.00 3.80 1081 -442.7000 GX 0.00 3.80 1084 -442.7000 GX 0.00 3.80 1087 -442.7000 GX 0.00 3.80 1090 -442.7000 GX 0.00 3.80 1092 -442.7000 GX 0.00 3.80 1073 -731.4000 GX 0.00 7.57 1076 -731.4000 GX 0.00 7.57 1079 -731.4000 GX 0.00 7.57 1082 -731.4000 GX 0.00 7.57 1085 -731.4000 GX 0.00 7.57 1088 -731.4000 GX 0.00 7.57 1091 -731.4000 GX 0.00 7.57 1074 -268.2000 GX 0.00 2.20 1077 -268.2000 GX 0.00 2.20 1080 -268.2000 GX 0.00 2.20 1083 -268.2000 GX 0.00 2.20 1086 -268.2000 GX 0.00 2.20 1089 -268.2000 GX 0.00 2.20 673 -451.6000 GX 0.00 1.15 674 -451.6000 GX 0.00 1.15 1094 -453.0000 GX 0.00 3.80 1093 -731.8000 GX 0.00 5.76 1095 -632.5000 GX 0.00 2.74 686 -371.8000 GX 0.00 1.80 6 -323.0000 GX 0.00 3.00 7 -323.0000 GX 0.00 3.00 8 -323.0000 GX 0.00 3.00 9 -323.0000 GX 0.00 3.00 10 -323.0000 GX 0.00 3.00 195 -323.0000 GX 0.00 3.00 STAAD SPACE -- PAGE NO. 45

196 -323.0000 GX 0.00 3.00

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197 -323.0000 GX 0.00 3.00 198 -323.0000 GX 0.00 3.00 199 -403.8000 GX 0.00 4.41 685 -539.4000 GX 0.00 1.80 32 -182.9000 GX 0.00 3.00 33 -182.9000 GX 0.00 3.00 34 -182.9000 GX 0.00 3.00 35 -182.9000 GX 0.00 3.00 36 -182.9000 GX 0.00 3.00 37 -182.9000 GX 0.00 3.00 38 -182.9000 GX 0.00 3.00 39 -182.9000 GX 0.00 3.00 40 -182.9000 GX 0.00 3.00 609 -283.7000 GX 0.00 2.71 684 -461.4000 GX 0.00 1.80 683 -287.7000 GX 0.00 1.80 826 -287.7000 GX 0.00 1.80 78 -169.8000 GX 0.00 3.00 79 -169.8000 GX 0.00 3.00 80 -169.8000 GX 0.00 3.00 81 -169.8000 GX 0.00 3.00 82 -169.8000 GX 0.00 3.00 83 -169.8000 GX 0.00 3.00 84 -169.8000 GX 0.00 3.00 102 -169.8000 GX 0.00 3.00 103 -169.8000 GX 0.00 3.00 104 -169.8000 GX 0.00 3.00 105 -169.8000 GX 0.00 3.00 106 -169.8000 GX 0.00 3.00 107 -169.8000 GX 0.00 3.00 605 -585.1000 GX 0.00 2.52 1097 -453.0000 GX 0.00 2.08 232 -169.8000 GX 0.00 1.21 590 -169.8000 GX 0.00 2.03 664 -243.8000 GX 0.00 1.15 190 -300.8000 GX 0.00 4.36 189 -243.8000 GX 0.00 2.91 675 -365.7000 GX 0.00 1.15 676 -365.7000 GX 0.00 1.15 677 -365.7000 GX 0.00 1.15 678 -365.7000 GX 0.00 1.15 679 -365.7000 GX 0.00 1.15 203 -479.8000 GX 0.00 4.36 208 -479.8000 GX 0.00 4.36 213 -479.8000 GX 0.00 4.36 218 -479.8000 GX 0.00 4.36 223 -479.8000 GX 0.00 4.36 194 -365.7000 GX 0.00 2.91 207 -365.7000 GX 0.00 2.91 212 -365.7000 GX 0.00 2.91 217 -365.7000 GX 0.00 2.91 222 -365.7000 GX 0.00 2.91 227 -365.7000 GX 0.00 2.91 680 -557.1000 GX 0.00 1.15 681 -500.6000 GX 0.00 1.15 STAAD SPACE -- PAGE NO. 46

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228 -505.6000 GX 0.00 4.36 688 -405.9000 GX 0.00 0.50 178 -323.0000 GX 0.00 3.00 179 -323.0000 GX 0.00 3.00 180 -323.0000 GX 0.00 3.00 200 -323.0000 GX 0.00 3.00 201 -323.0000 GX 0.00 3.00 202 -323.0000 GX 0.00 3.00 578 -405.9000 GX 0.00 6.14 689 -443.1000 GX 0.00 0.50 122 -360.2000 GX 0.00 3.00 123 -360.2000 GX 0.00 3.00 124 -360.2000 GX 0.00 3.00 125 -360.2000 GX 0.00 3.00 126 -360.2000 GX 0.00 3.00 127 -360.2000 GX 0.00 3.00 584 -400.4000 GX 0.00 2.21 690 -177.4000 GX 0.00 0.50 102 -177.4000 GX 0.00 3.00 103 -177.4000 GX 0.00 3.00 104 -177.4000 GX 0.00 3.00 105 -177.4000 GX 0.00 3.00 106 -177.4000 GX 0.00 3.00 107 -253.7000 GX 0.00 3.00 101 -177.4000 GX 0.00 1.20 826 -177.4000 GX 0.00 1.80 590 -253.7000 GX 0.00 2.03 692 -353.5000 GX 0.00 0.50 693 -353.5000 GX 0.00 0.50 567 -289.5000 GX 0.00 3.75 568 -289.5000 GX 0.00 3.75 694 -289.5000 GX 0.00 0.50 695 -289.5000 GX 0.00 0.50 549 -339.5000 GX 0.00 4.80 769 -228.6000 GX 0.00 0.35 1216 -228.6000 GX 0.00 0.15 565 -278.6000 GX 0.00 4.49 1118 -278.6000 GX 0.00 0.31 1069 -228.6000 GX 0.00 0.50 1132 -381.0000 GX 0.00 9.92 587 -196.6000 GX 0.00 3.08 581 -182.0000 GX 0.00 3.29 1126 -321.4000 GX 0.00 3.09 264 -528.1000 GX 0.00 5.08 263 -503.9000 GX 0.00 4.84 649 -391.1000 GX 0.00 3.78 262 -364.0000 GX 0.00 3.50 1116 -160.7000 GX 0.00 3.09 1154 -160.7000 GX 0.00 3.09 1115 -264.1000 GX 0.00 0.92 283 -251.9000 GX 0.00 2.33 518 -196.6000 GX 0.00 3.10 281 -182.0000 GX 0.00 3.50 1117 -218.9000 GX 0.00 4.84 1131 -218.9000 GX 0.00 4.84

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648 -470.8000 GX 0.00 4.84 STAAD SPACE -- PAGE NO. 47

1127 -470.8000 GX 0.00 4.84 656 -503.6000 GX 0.00 4.84 1066 -178.1000 GX 0.00 3.85 654 -491.4000 GX 0.00 4.84 1104 -491.4000 GX 0.00 4.84 651 -472.3000 GX 0.00 4.84 1103 -472.3000 GX 0.00 4.84 316 -232.5000 GX 0.00 4.84 1102 -232.5000 GX 0.00 4.84 241 -196.6000 GX 0.00 0.70 240 -182.0000 GX 0.00 0.21 284 -264.1000 GX 0.00 1.82 524 -264.1000 GX 0.00 0.94 655 -264.1000 GX 0.00 1.41 653 -251.9000 GX 0.00 2.51 282 -196.6000 GX 0.00 0.68 1064 -178.1000 GX 0.00 3.00 529 -432.4000 GX 0.00 3.04 532 -147.0000 GX 0.00 0.93 525 -340.2000 GX 0.00 2.65 490 -286.7000 GX 0.00 3.04 491 -201.8000 GX 0.00 1.93 515 -188.3000 GX 0.00 0.24 457 -241.9000 GX 0.00 1.09 1107 -201.8000 GX 0.00 1.93 1111 -151.8000 GX 0.00 1.45 1112 -224.4000 GX 0.00 2.24 454 -201.8000 GX 0.00 1.95 370 -91.0000 GX 0.00 1.75 1114 -75.9000 GX 0.00 1.45 1113 -112.2000 GX 0.00 2.24 367 -100.9000 GX 0.00 1.95 537 -104.7000 GX 0.00 2.06 446 -188.0000 GX 0.00 1.89 482 -218.7000 GX 0.00 1.73 440 -191.5000 GX 0.00 1.89 483 -177.7000 GX 0.00 1.73 434 -196.6000 GX 0.00 1.89 484 -179.9000 GX 0.00 1.73 1110 -100.4000 GX 0.00 1.93 1128 -202.8000 GX 0.00 1.94 428 -247.8000 GX 0.00 1.89 485 -234.7000 GX 0.00 1.73 1109 -237.0000 GX 0.00 2.31 1108 -201.8000 GX 0.00 1.94 519 -290.3000 GX 0.00 1.80 499 -96.5000 GX 0.00 3.51 399 -116.9000 GX 0.00 2.31 400 -100.4000 GX 0.00 1.95 401 -147.2000 GX 0.00 0.81 487 -147.0000 GX 0.00 1.00 513 -188.3000 GX 0.00 1.55 510 -188.3000 GX 0.00 0.20

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461 -188.3000 GX 0.00 1.45 506 -188.3000 GX 0.00 1.15 453 -241.9000 GX 0.00 1.95 STAAD SPACE -- PAGE NO. 48

528 -242.0000 GX 0.00 2.31 497 -290.3000 GX 0.00 2.50 1123 -147.2000 GX 0.00 2.00 1124 -147.2000 GX 0.00 0.80 705 -34.8000 GX 0.00 0.84 711 -34.8000 GX 0.00 0.84 714 -34.8000 GX 0.00 0.84 717 -34.8000 GX 0.00 0.84 720 -34.8000 GX 0.00 0.84 723 -34.8000 GX 0.00 0.84 726 -34.8000 GX 0.00 0.84 732 -34.8000 GX 0.00 0.84 735 -34.8000 GX 0.00 0.84 738 -34.8000 GX 0.00 0.84 741 -34.8000 GX 0.00 0.84 744 -34.8000 GX 0.00 0.84 747 -34.8000 GX 0.00 0.84 750 -34.8000 GX 0.00 0.84 756 -34.8000 GX 0.00 0.84 759 -34.8000 GX 0.00 0.84 706 -34.8000 GX 0.00 0.85 709 -34.8000 GX 0.00 0.85 715 -34.8000 GX 0.00 0.85 718 -34.8000 GX 0.00 0.85 721 -34.8000 GX 0.00 0.85 724 -34.8000 GX 0.00 0.85 727 -34.8000 GX 0.00 0.85 730 -34.8000 GX 0.00 0.85 736 -34.8000 GX 0.00 0.85 739 -34.8000 GX 0.00 0.85 742 -34.8000 GX 0.00 0.85 748 -34.8000 GX 0.00 0.85 751 -34.8000 GX 0.00 0.85 757 -34.8000 GX 0.00 0.85 760 -34.8000 GX 0.00 0.85 147 -34.8000 GX 0.00 0.91 712 -34.8000 GX 0.00 0.15 148 -34.8000 GX 0.00 0.71 733 -34.8000 GX 0.00 0.17 150 -34.8000 GX 0.00 0.69 151 -34.8000 GX 0.00 0.81 754 -34.8000 GX 0.00 0.25 703 -34.8000 GX 0.00 0.61 702 -34.8000 GX 0.00 0.22 753 -34.8000 GX 0.00 0.22 708 -34.8000 GX 0.00 0.43 63 -34.8000 GX 0.00 0.42 729 -34.8000 GX 0.00 0.75 700 -34.8000 GX 0.00 0.63 704 -34.8000 GX 0.00 3.43 707 -34.8000 GX 0.00 3.54

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710 -34.8000 GX 0.00 3.71 713 -34.8000 GX 0.00 3.88 716 -34.8000 GX 0.00 4.05 719 -34.8000 GX 0.00 4.22 722 -34.8000 GX 0.00 4.39 STAAD SPACE -- PAGE NO. 49

725 -34.8000 GX 0.00 4.55 728 -34.8000 GX 0.00 4.73 731 -34.8000 GX 0.00 4.90 734 -34.8000 GX 0.00 5.07 737 -34.8000 GX 0.00 5.24 740 -34.8000 GX 0.00 5.41 743 -34.8000 GX 0.00 5.58 746 -34.8000 GX 0.00 5.75 749 -34.8000 GX 0.00 5.91 752 -34.8000 GX 0.00 6.08 755 -34.8000 GX 0.00 6.25 758 -34.8000 GX 0.00 6.42 761 -34.8000 GX 0.00 6.59 762 -34.8000 GX 0.00 6.77 ELEMENT LOAD (UNITS ARE KG METE ) ELEMENT PRESSURE 1212 -2050.000000 2.28 -1.60 1208 -2000.000000 2.28 -0.90 1215 -60.000000 1.12 0.15 1213 -160.000000 1.12 -1.71 1213 -60.000000 1.77 0.39 1240 -85.000000 -0.54 -1.50 SELFWEIGHT X -1.000 ACTUAL WEIGHT OF THE STRUCTURE = 612731.000 KG RESPONSE SPECTRUM VALUES - UNITS ( METE SECOND ) ------------------------ DIRECTIONAL VALUES: SCALE FACTOR = 1.00 X = 0.00 Y = 0.00 Z = 0.00 DAMPING FACTOR = 0.050 PERIOD VS. ACCELERATION 0.0010 0.1350 0.1000 0.2240 0.2000 0.3120 0.3000 0.4010 0.3270 0.4250 0.4000 0.4250

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0.5000 0.4250 0.6000 0.4250 0.7000 0.4250 0.8000 0.4250 0.9000 0.4250 1.0000 0.4250 1.1000 0.4250 STAAD SPACE -- PAGE NO. 50

1.2000 0.3970 1.3000 0.3670 1.4000 0.3410 1.5000 0.3180 1.6000 0.2980 1.7000 0.2810 1.8000 0.2650 1.9000 0.2510 2.0000 0.2380 2.1000 0.2270 2.2000 0.2170 2.3000 0.2070 2.4000 0.1990 2.5000 0.1910 2.6000 0.1830 2.7000 0.1770 2.8000 0.1700 2.9000 0.1640 3.0000 0.1590 3.1000 0.1540 3.2000 0.1490 3.3000 0.1450 3.4000 0.1400 3.5000 0.1360 3.6000 0.1320 3.7000 0.1290 3.8000 0.1250 3.9000 0.1220 4.0000 0.1190 4.1000 0.1160 4.2000 0.1140 4.3000 0.1110 4.4000 0.1080 4.5000 0.1060 4.6000 0.1040 4.7000 0.1010 4.8000 0.0990 4.9000 0.0970 5.0000 0.0950 LOADING 5 LOADTYPE SEISMIC TITLE SZ (SISMO EN DIRECCION Z) ----------- MEMBER LOAD - UNIT KG METE

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MEMBER UDL L1 L2 CON L LIN1 LIN2 663 -402.3000 GZ 0.00 1.15 191 -440.8000 GZ 0.00 3.80 192 -585.1000 GZ 0.00 5.05 193 -353.5000 GZ 0.00 2.20 665 -365.7000 GZ 0.00 1.15 666 -365.7000 GZ 0.00 1.15 667 -365.7000 GZ 0.00 1.15 STAAD SPACE -- PAGE NO. 51

668 -365.7000 GZ 0.00 1.15 669 -365.7000 GZ 0.00 1.15 670 -365.7000 GZ 0.00 1.15 671 -365.7000 GZ 0.00 1.15 672 -365.7000 GZ 0.00 1.15 1072 -442.7000 GZ 0.00 3.80 1075 -442.7000 GZ 0.00 3.80 1078 -442.7000 GZ 0.00 3.80 1081 -442.7000 GZ 0.00 3.80 1084 -442.7000 GZ 0.00 3.80 1087 -442.7000 GZ 0.00 3.80 1090 -442.7000 GZ 0.00 3.80 1092 -442.7000 GZ 0.00 3.80 1073 -731.4000 GZ 0.00 7.57 1076 -731.4000 GZ 0.00 7.57 1079 -731.4000 GZ 0.00 7.57 1082 -731.4000 GZ 0.00 7.57 1085 -731.4000 GZ 0.00 7.57 1088 -731.4000 GZ 0.00 7.57 1091 -731.4000 GZ 0.00 7.57 1074 -268.2000 GZ 0.00 2.20 1077 -268.2000 GZ 0.00 2.20 1080 -268.2000 GZ 0.00 2.20 1083 -268.2000 GZ 0.00 2.20 1086 -268.2000 GZ 0.00 2.20 1089 -268.2000 GZ 0.00 2.20 673 -451.6000 GZ 0.00 1.15 674 -451.6000 GZ 0.00 1.15 1094 -453.0000 GZ 0.00 3.80 1093 -731.8000 GZ 0.00 5.76 1095 -632.5000 GZ 0.00 2.74 686 -371.8000 Y 0.00 1.80 6 -323.0000 GZ 0.00 3.00 7 -323.0000 GZ 0.00 3.00 8 -323.0000 GZ 0.00 3.00 9 -323.0000 GZ 0.00 3.00 10 -323.0000 GZ 0.00 3.00 195 -323.0000 GZ 0.00 3.00 196 -323.0000 GZ 0.00 3.00 197 -323.0000 GZ 0.00 3.00 198 -323.0000 GZ 0.00 3.00 199 -403.8000 GZ 0.00 4.41 685 -539.4000 GZ 0.00 1.80 32 -182.9000 GZ 0.00 3.00 33 -182.9000 GZ 0.00 3.00

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34 -182.9000 GZ 0.00 3.00 35 -182.9000 GZ 0.00 3.00 36 -182.9000 GZ 0.00 3.00 37 -182.9000 GZ 0.00 3.00 38 -182.9000 GZ 0.00 3.00 39 -182.9000 GZ 0.00 3.00 40 -182.9000 GZ 0.00 3.00 609 -283.7000 GZ 0.00 2.71 684 -461.4000 GZ 0.00 1.80 683 -287.7000 GZ 0.00 1.80 826 -287.7000 GZ 0.00 1.80 STAAD SPACE -- PAGE NO. 52

78 -169.8000 GZ 0.00 3.00 79 -169.8000 GZ 0.00 3.00 80 -169.8000 GZ 0.00 3.00 81 -169.8000 GZ 0.00 3.00 82 -169.8000 GZ 0.00 3.00 83 -169.8000 GZ 0.00 3.00 84 -169.8000 GZ 0.00 3.00 102 -169.8000 GZ 0.00 3.00 103 -169.8000 GZ 0.00 3.00 104 -169.8000 GZ 0.00 3.00 105 -169.8000 GZ 0.00 3.00 106 -169.8000 GZ 0.00 3.00 107 -169.8000 GZ 0.00 3.00 605 -585.1000 GZ 0.00 2.52 1097 -453.0000 GZ 0.00 2.08 232 -169.8000 GZ 0.00 1.21 590 -169.8000 GZ 0.00 2.03 664 -243.8000 GZ 0.00 1.15 190 -300.8000 GZ 0.00 4.36 189 -243.8000 GZ 0.00 2.91 675 -365.7000 GZ 0.00 1.15 676 -365.7000 GZ 0.00 1.15 677 -365.7000 GZ 0.00 1.15 678 -365.7000 GZ 0.00 1.15 679 -365.7000 GZ 0.00 1.15 203 -479.8000 GZ 0.00 4.36 208 -479.8000 GZ 0.00 4.36 213 -479.8000 GZ 0.00 4.36 218 -479.8000 GZ 0.00 4.36 223 -479.8000 GZ 0.00 4.36 194 -365.7000 GZ 0.00 2.91 207 -365.7000 GZ 0.00 2.91 212 -365.7000 GZ 0.00 2.91 217 -365.7000 GZ 0.00 2.91 222 -365.7000 GZ 0.00 2.91 227 -365.7000 GZ 0.00 2.91 680 -557.1000 GZ 0.00 1.15 681 -500.6000 GZ 0.00 1.15 228 -505.6000 GZ 0.00 4.36 688 -405.9000 GZ 0.00 0.50 178 -323.0000 GZ 0.00 3.00 179 -323.0000 GZ 0.00 3.00 180 -323.0000 GZ 0.00 3.00

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200 -323.0000 GZ 0.00 3.00 201 -323.0000 GZ 0.00 3.00 202 -323.0000 GZ 0.00 3.00 578 -405.9000 GZ 0.00 6.14 689 -443.1000 GZ 0.00 0.50 122 -360.2000 GZ 0.00 3.00 123 -360.2000 GZ 0.00 3.00 124 -360.2000 GZ 0.00 3.00 125 -360.2000 GZ 0.00 3.00 126 -360.2000 GZ 0.00 3.00 127 -360.2000 GZ 0.00 3.00 584 -400.4000 GZ 0.00 2.21 690 -177.4000 GZ 0.00 0.50 STAAD SPACE -- PAGE NO. 53

102 -177.4000 GZ 0.00 3.00 103 -177.4000 GZ 0.00 3.00 104 -177.4000 GZ 0.00 3.00 105 -177.4000 GZ 0.00 3.00 106 -177.4000 GZ 0.00 3.00 107 -253.7000 GZ 0.00 3.00 101 -177.4000 GZ 0.00 1.20 826 -177.4000 GZ 0.00 1.80 590 -253.7000 GZ 0.00 2.03 692 -353.5000 GZ 0.00 0.50 693 -353.5000 GZ 0.00 0.50 567 -289.5000 GZ 0.00 3.75 568 -289.5000 GZ 0.00 3.75 694 -289.5000 GZ 0.00 0.50 695 -289.5000 GZ 0.00 0.50 549 -339.5000 GZ 0.00 4.80 769 -228.6000 GZ 0.00 0.35 1216 -228.6000 GZ 0.00 0.15 565 -278.6000 GZ 0.00 4.49 1118 -278.6000 GZ 0.00 0.31 1069 -228.6000 GZ 0.00 0.50 1132 -381.0000 GZ 0.00 9.92 587 -196.6000 GZ 0.00 3.08 581 -182.0000 GZ 0.00 3.29 1126 -321.4000 GZ 0.00 3.09 264 -528.1000 GZ 0.00 5.08 263 -503.9000 GZ 0.00 4.84 649 -391.1000 GZ 0.00 3.78 262 -364.0000 GZ 0.00 3.50 1116 -160.7000 GZ 0.00 3.09 1154 -160.7000 GZ 0.00 3.09 1115 -264.1000 GZ 0.00 0.92 283 -251.9000 GZ 0.00 2.33 518 -196.6000 GZ 0.00 3.10 281 -182.0000 GZ 0.00 3.50 1117 -218.9000 GZ 0.00 4.84 1131 -218.9000 GZ 0.00 4.84 648 -470.8000 GZ 0.00 4.84 1127 -470.8000 GZ 0.00 4.84 656 -503.6000 GZ 0.00 4.84 1066 -178.1000 GZ 0.00 3.85

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654 -491.4000 GZ 0.00 4.84 1104 -491.4000 GZ 0.00 4.84 651 -472.3000 GZ 0.00 4.84 1103 -472.3000 GZ 0.00 4.84 316 -232.5000 GZ 0.00 4.84 1102 -232.5000 GZ 0.00 4.84 241 -196.6000 GZ 0.00 0.70 240 -182.0000 GZ 0.00 0.21 284 -264.1000 GZ 0.00 1.82 524 -264.1000 GZ 0.00 0.94 655 -264.1000 GZ 0.00 1.41 653 -251.9000 GZ 0.00 2.51 282 -196.6000 GZ 0.00 0.68 1064 -178.1000 GZ 0.00 3.00 529 -432.4000 GZ 0.00 3.04 STAAD SPACE -- PAGE NO. 54

532 -147.0000 GZ 0.00 0.93 525 -340.2000 GZ 0.00 2.65 490 -286.7000 GZ 0.00 3.04 491 -201.8000 GZ 0.00 1.93 515 -188.3000 GZ 0.00 0.24 457 -241.9000 GZ 0.00 1.09 1107 -201.8000 GZ 0.00 1.93 1111 -151.8000 GZ 0.00 1.45 1112 -224.4000 GZ 0.00 2.24 454 -201.8000 GZ 0.00 1.95 370 -91.0000 GZ 0.00 1.75 1114 -75.9000 GZ 0.00 1.45 1113 -112.2000 GZ 0.00 2.24 367 -100.9000 GZ 0.00 1.95 537 -104.7000 GZ 0.00 2.06 446 -188.0000 GZ 0.00 1.89 482 -218.7000 GZ 0.00 1.73 440 -191.5000 GZ 0.00 1.89 483 -177.7000 GZ 0.00 1.73 434 -196.6000 GZ 0.00 1.89 484 -179.9000 GZ 0.00 1.73 1110 -100.4000 GZ 0.00 1.93 1128 -202.8000 GZ 0.00 1.94 428 -247.8000 GZ 0.00 1.89 485 -234.7000 GZ 0.00 1.73 1109 -237.0000 GZ 0.00 2.31 1108 -201.8000 GZ 0.00 1.94 519 -290.3000 GZ 0.00 1.80 499 -96.5000 GZ 0.00 3.51 399 -116.9000 GZ 0.00 2.31 400 -100.4000 GZ 0.00 1.95 401 -147.2000 GZ 0.00 0.81 487 -147.0000 GZ 0.00 1.00 513 -188.3000 GZ 0.00 1.55 510 -188.3000 GZ 0.00 0.20 461 -188.3000 GZ 0.00 1.45 506 -188.3000 GZ 0.00 1.15 453 -241.9000 GZ 0.00 1.95 528 -242.0000 GZ 0.00 2.31

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497 -290.3000 GZ 0.00 2.50 1123 -147.2000 GZ 0.00 2.00 1124 -147.2000 GZ 0.00 0.80 705 -34.8000 GZ 0.00 0.84 711 -34.8000 GZ 0.00 0.84 714 -34.8000 GZ 0.00 0.84 717 -34.8000 GZ 0.00 0.84 720 -34.8000 GZ 0.00 0.84 723 -34.8000 GZ 0.00 0.84 726 -34.8000 GZ 0.00 0.84 732 -34.8000 GZ 0.00 0.84 735 -34.8000 GZ 0.00 0.84 738 -34.8000 GZ 0.00 0.84 741 -34.8000 GZ 0.00 0.84 744 -34.8000 GZ 0.00 0.84 747 -34.8000 GZ 0.00 0.84 750 -34.8000 GZ 0.00 0.84 STAAD SPACE -- PAGE NO. 55

756 -34.8000 GZ 0.00 0.84 759 -34.8000 GZ 0.00 0.84 706 -34.8000 GZ 0.00 0.85 709 -34.8000 GZ 0.00 0.85 715 -34.8000 GZ 0.00 0.85 718 -34.8000 GZ 0.00 0.85 721 -34.8000 GZ 0.00 0.85 724 -34.8000 GZ 0.00 0.85 727 -34.8000 GZ 0.00 0.85 730 -34.8000 GZ 0.00 0.85 736 -34.8000 GZ 0.00 0.85 739 -34.8000 GZ 0.00 0.85 742 -34.8000 GZ 0.00 0.85 748 -34.8000 GZ 0.00 0.85 751 -34.8000 GZ 0.00 0.85 757 -34.8000 GZ 0.00 0.85 760 -34.8000 GZ 0.00 0.85 147 -34.8000 GZ 0.00 0.91 712 -34.8000 GZ 0.00 0.15 148 -34.8000 GZ 0.00 0.71 733 -34.8000 GZ 0.00 0.17 150 -34.8000 GZ 0.00 0.69 151 -34.8000 GZ 0.00 0.81 754 -34.8000 GZ 0.00 0.25 703 -34.8000 GZ 0.00 0.61 702 -34.8000 GZ 0.00 0.22 753 -34.8000 GZ 0.00 0.22 708 -34.8000 GZ 0.00 0.43 63 -34.8000 GZ 0.00 0.42 729 -34.8000 GZ 0.00 0.75 700 -34.8000 GZ 0.00 0.63 704 -34.8000 GZ 0.00 3.43 707 -34.8000 GZ 0.00 3.54 710 -34.8000 GZ 0.00 3.71 713 -34.8000 GZ 0.00 3.88 716 -34.8000 GZ 0.00 4.05 719 -34.8000 GZ 0.00 4.22

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No. DE DOCUMENTO:

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722 -34.8000 GZ 0.00 4.39 725 -34.8000 GZ 0.00 4.55 728 -34.8000 GZ 0.00 4.73 731 -34.8000 GZ 0.00 4.90 734 -34.8000 GZ 0.00 5.07 737 -34.8000 GZ 0.00 5.24 740 -34.8000 GZ 0.00 5.41 743 -34.8000 GZ 0.00 5.58 746 -34.8000 GZ 0.00 5.75 749 -34.8000 GZ 0.00 5.91 752 -34.8000 GZ 0.00 6.08 755 -34.8000 GZ 0.00 6.25 758 -34.8000 GZ 0.00 6.42 761 -34.8000 GZ 0.00 6.59 762 -34.8000 GZ 0.00 6.77 STAAD SPACE -- PAGE NO. 56

ELEMENT LOAD (UNITS ARE KG METE ) ELEMENT PRESSURE 1212 -2050.000000 2.28 -1.60 1208 -2000.000000 2.28 -0.90 1215 -60.000000 1.12 0.15 1213 -160.000000 1.12 -1.71 1213 -60.000000 1.77 0.39 1240 -85.000000 -0.54 -1.50 SELFWEIGHT Z -1.000 ACTUAL WEIGHT OF THE STRUCTURE = 612731.000 KG RESPONSE SPECTRUM VALUES - UNITS ( METE SECOND ) ------------------------ DIRECTIONAL VALUES: SCALE FACTOR = 1.00 X = 0.00 Y = 0.00 Z = 0.00 DAMPING FACTOR = 0.050 PERIOD VS. ACCELERATION 0.0010 0.1350 0.1000 0.2240 0.2000 0.3120 0.3000 0.4010 0.3270 0.4250 0.4000 0.4250 0.5000 0.4250 0.6000 0.4250 0.7000 0.4250 0.8000 0.4250

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0.9000 0.4250 1.0000 0.4250 1.1000 0.4250 1.2000 0.3970 1.3000 0.3670 1.4000 0.3410 1.5000 0.3180 1.6000 0.2980 1.7000 0.2810 1.8000 0.2650 1.9000 0.2510 2.0000 0.2380 2.1000 0.2270 2.2000 0.2170 2.3000 0.2070 2.4000 0.1990 2.5000 0.1910 STAAD SPACE -- PAGE NO. 57

2.6000 0.1830 2.7000 0.1770 2.8000 0.1700 2.9000 0.1640 3.0000 0.1590 3.1000 0.1540 3.2000 0.1490 3.3000 0.1450 3.4000 0.1400 3.5000 0.1360 3.6000 0.1320 3.7000 0.1290 3.8000 0.1250 3.9000 0.1220 4.0000 0.1190 4.1000 0.1160 4.2000 0.1140 4.3000 0.1110 4.4000 0.1080 4.5000 0.1060 4.6000 0.1040 4.7000 0.1010 4.8000 0.0990 4.9000 0.0970 5.0000 0.0950 LOADING 6 LOADTYPE WIND TITLE VX (VIENTO EN DIRECCION X) ----------- MEMBER LOAD - UNIT KG METE MEMBER UDL L1 L2 CON L LIN1 LIN2 17 -789.0000 GX 0.00 3.96 18 -789.0000 GX 0.00 3.96

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19 -789.0000 GX 0.00 3.96 20 -789.0000 GX 0.00 3.96 21 -789.0000 GX 0.00 3.96 22 -789.0000 GX 0.00 3.96 185 -789.0000 GX 0.00 4.08 186 -789.0000 GX 0.00 4.08 187 -789.0000 GX 0.00 4.08 188 -789.0000 GX 0.00 4.08 275 -789.0000 GX 0.00 4.08 297 -789.0000 GX 0.00 4.08 302 -789.0000 GX 0.00 4.08 643 -789.0000 GX 0.00 4.08 562 -789.0000 GX 0.00 0.17 644 -789.0000 GX 0.00 0.26 257 -789.0000 GX 0.00 2.33 303 -789.0000 GX 0.00 2.33 304 -789.0000 GX 0.00 2.33 307 -789.0000 GX 0.00 2.33 308 -789.0000 GX 0.00 2.33 STAAD SPACE -- PAGE NO. 58

938 -789.0000 GX 0.00 2.33 954 -789.0000 GX 0.00 2.33 959 -789.0000 GX 0.00 2.33 552 -789.0000 GX 0.00 3.28 553 -789.0000 GX 0.00 3.28 558 -789.0000 GX 0.00 0.43 575 -789.0000 GX 0.00 0.43 298 -789.0000 GX 0.00 4.51 301 -789.0000 GX 0.00 4.51 340 -789.0000 GX 0.00 4.51 344 -789.0000 GX 0.00 4.51 345 -789.0000 GX 0.00 4.51 357 -789.0000 GX 0.00 4.51 382 -789.0000 GX 0.00 4.51 383 -789.0000 GX 0.00 4.51 384 -789.0000 GX 0.00 4.51 385 -789.0000 GX 0.00 4.51 386 -789.0000 GX 0.00 4.51 387 -789.0000 GX 0.00 4.51 346 -789.0000 GX 0.00 1.51 350 -789.0000 GX 0.00 1.51 351 -789.0000 GX 0.00 1.51 348 -789.0000 GX 0.00 0.70 349 -789.0000 GX 0.00 0.70 389 -789.0000 GX 0.00 0.70 390 -789.0000 GX 0.00 0.70 391 -789.0000 GX 0.00 0.70 392 -789.0000 GX 0.00 0.70 393 -789.0000 GX 0.00 0.70 543 -789.0000 GX 0.00 0.70 1121 -789.0000 GX 0.00 0.70 541 -789.0000 GX 0.00 0.81 544 -789.0000 GX 0.00 0.81 51 -836.7000 GX 0.00 4.49 606 -836.7000 GX 0.00 5.20

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93 -836.7000 GX 0.00 5.55 586 -836.7000 GX 0.00 5.85 135 -836.7000 GX 0.00 5.14 136 -836.7000 GX 0.00 5.14 68 -836.7000 GX 0.00 3.72 69 -836.7000 GX 0.00 3.72 70 -836.7000 GX 0.00 3.72 1302 -836.7000 GX 0.00 1.86 168 -836.7000 GX 0.00 1.86 1301 -836.7000 GX 0.00 1.86 167 -836.7000 GX 0.00 1.86 1300 -836.7000 GX 0.00 1.86 166 -836.7000 GX 0.00 1.86 1299 -836.7000 GX 0.00 1.86 165 -836.7000 GX 0.00 1.86 1298 -836.7000 GX 0.00 1.86 164 -836.7000 GX 0.00 1.86 1297 -836.7000 GX 0.00 1.86 163 -836.7000 GX 0.00 1.86 169 -836.7000 GX 0.00 1.28 170 -836.7000 GX 0.00 1.28 STAAD SPACE -- PAGE NO. 59

171 -836.7000 GX 0.00 1.28 172 -836.7000 GX 0.00 1.28 173 -836.7000 GX 0.00 1.28 174 -836.7000 GX 0.00 1.28 51 622.4999 GZ 0.00 4.49 52 622.4999 GZ 0.00 4.49 53 622.4999 GZ 0.00 4.49 54 622.4999 GZ 0.00 4.49 55 622.4999 GZ 0.00 4.49 56 622.4999 GZ 0.00 4.49 57 622.4999 GZ 0.00 4.49 58 622.4999 GZ 0.00 4.49 59 622.4999 GZ 0.00 4.49 60 622.4999 GZ 0.00 4.49 17 622.4999 GZ 0.00 3.96 18 622.4999 GZ 0.00 3.96 19 622.4999 GZ 0.00 3.96 20 622.4999 GZ 0.00 3.96 21 622.4999 GZ 0.00 3.96 135 -622.4999 GZ 0.00 5.14 136 -622.4999 GZ 0.00 5.14 137 -622.4999 GZ 0.00 5.14 138 -622.4999 GZ 0.00 5.14 139 -622.4999 GZ 0.00 5.14 140 -622.4999 GZ 0.00 5.14 141 -622.4999 GZ 0.00 5.14 185 -622.4999 GZ 0.00 4.08 186 -622.4999 GZ 0.00 4.08 187 -622.4999 GZ 0.00 4.08 188 -622.4999 GZ 0.00 4.08 250 -1006.3001 GZ 0.00 4.51 620 -1006.3001 GZ 0.00 0.59 621 -1006.3001 GZ 0.00 1.74

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271 -1006.3001 GZ 0.00 4.08 297 -1006.3001 GZ 0.00 4.08 573 -1006.3001 GZ 0.00 0.43 575 -1006.3001 GZ 0.00 0.43 303 -1006.3001 GZ 0.00 2.33 960 -1006.3001 GZ 0.00 2.33 643 1006.3001 GZ 0.00 4.08 562 1006.3001 GZ 0.00 0.17 644 1006.3001 GZ 0.00 0.26 257 1006.3001 GZ 0.00 2.33 663 383.1000 Y 0.00 1.15 664 383.1000 Y 0.00 1.15 665 383.1000 Y 0.00 1.15 666 383.1000 Y 0.00 1.15 667 383.1000 Y 0.00 1.15 668 383.1000 Y 0.00 1.15 669 383.1000 Y 0.00 1.15 670 383.1000 Y 0.00 1.15 671 383.1000 Y 0.00 1.15 672 383.1000 Y 0.00 1.15 673 383.1000 Y 0.00 1.15 674 383.1000 Y 0.00 1.15 675 383.1000 Y 0.00 1.15 STAAD SPACE -- PAGE NO. 60

676 383.1000 Y 0.00 1.15 677 383.1000 Y 0.00 1.15 678 383.1000 Y 0.00 1.15 679 383.1000 Y 0.00 1.15 680 383.1000 Y 0.00 1.15 681 383.1000 Y 0.00 1.15 191 383.1000 Y 0.00 3.80 1094 383.1000 Y 0.00 3.80 192 383.1000 Y 0.00 5.05 605 383.1000 Y 0.00 2.52 193 383.1000 Y 0.00 2.20 1074 383.1000 Y 0.00 2.20 1077 383.1000 Y 0.00 2.20 1080 383.1000 Y 0.00 2.20 1083 383.1000 Y 0.00 2.20 1086 383.1000 Y 0.00 2.20 1089 383.1000 Y 0.00 2.20 1073 383.1000 Y 0.00 7.57 1076 383.1000 Y 0.00 7.57 1079 383.1000 Y 0.00 7.57 1082 383.1000 Y 0.00 7.57 1085 383.1000 Y 0.00 7.57 1088 383.1000 Y 0.00 7.57 1091 383.1000 Y 0.00 7.57 1093 383.1000 Y 0.00 5.76 1095 383.1000 Y 0.00 2.74 1097 383.1000 Y 0.00 2.08 190 383.1000 Y 0.00 4.36 203 383.1000 Y 0.00 4.36 208 383.1000 Y 0.00 4.36 213 383.1000 Y 0.00 4.36

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218 383.1000 Y 0.00 4.36 223 383.1000 Y 0.00 4.36 228 383.1000 Y 0.00 4.36 189 383.1000 Y 0.00 2.91 194 383.1000 Y 0.00 2.91 207 383.1000 Y 0.00 2.91 212 383.1000 Y 0.00 2.91 217 383.1000 Y 0.00 2.91 222 383.1000 Y 0.00 2.91 227 383.1000 Y 0.00 2.91 382 -622.4999 GZ 0.00 4.51 415 -622.4999 GZ 0.00 4.51 416 -622.4999 GZ 0.00 4.51 417 -622.4999 GZ 0.00 4.51 418 -622.4999 GZ 0.00 4.51 419 -622.4999 GZ 0.00 4.51 1256 -622.4999 GZ 0.00 4.51 421 -622.4999 GZ 0.00 0.70 422 -622.4999 GZ 0.00 0.70 423 -622.4999 GZ 0.00 0.70 424 -622.4999 GZ 0.00 0.70 425 -622.4999 GZ 0.00 0.70 567 383.1000 Y 0.00 3.75 568 383.1000 Y 0.00 3.75 692 383.1000 Y 0.00 0.50 STAAD SPACE -- PAGE NO. 61

693 383.1000 Y 0.00 0.50 LOADING 7 LOADTYPE WIND TITLE VZ (VIENTO EN DIRECCION Z) ----------- MEMBER LOAD - UNIT KG METE MEMBER UDL L1 L2 CON L LIN1 LIN2 51 287.3000 GZ 0.00 4.49 52 287.3000 GZ 0.00 4.49 53 287.3000 GZ 0.00 4.49 54 287.3000 GZ 0.00 4.49 55 287.3000 GZ 0.00 4.49 56 287.3000 GZ 0.00 4.49 57 287.3000 GZ 0.00 4.49 58 287.3000 GZ 0.00 4.49 59 287.3000 GZ 0.00 4.49 60 287.3000 GZ 0.00 4.49 17 287.3000 GZ 0.00 3.96 18 287.3000 GZ 0.00 3.96 19 287.3000 GZ 0.00 3.96 20 287.3000 GZ 0.00 3.96 21 287.3000 GZ 0.00 3.96 22 287.3000 GZ 0.00 3.96 275 464.4000 GZ 0.00 4.08 302 464.4000 GZ 0.00 4.08

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643 464.4000 GZ 0.00 4.08 562 464.4000 GZ 0.00 0.17 644 464.4000 GZ 0.00 0.26 257 464.4000 GZ 0.00 2.33 308 464.4000 GZ 0.00 2.33 959 464.4000 GZ 0.00 2.33 558 464.4000 GZ 0.00 0.43 552 464.4000 GZ 0.00 3.28 343 287.3000 GZ 0.00 4.51 344 287.3000 GZ 0.00 4.51 345 287.3000 GZ 0.00 4.51 357 287.3000 GZ 0.00 4.51 387 287.3000 GZ 0.00 4.51 349 287.3000 GZ 0.00 0.70 350 287.3000 GZ 0.00 0.70 393 287.3000 GZ 0.00 0.70 543 287.3000 GZ 0.00 0.70 185 766.2000 GZ 0.00 4.08 186 766.2000 GZ 0.00 4.08 187 766.2000 GZ 0.00 4.08 188 766.2000 GZ 0.00 4.08 135 766.2000 GZ 0.00 5.14 136 766.2000 GZ 0.00 5.14 137 766.2000 GZ 0.00 5.14 138 766.2000 GZ 0.00 5.14 139 766.2000 GZ 0.00 5.14 140 766.2000 GZ 0.00 5.14 STAAD SPACE -- PAGE NO. 62

141 766.2000 GZ 0.00 5.14 586 766.2000 GZ 0.00 5.85 68 766.2000 GZ 0.00 3.72 69 766.2000 GZ 0.00 3.72 70 766.2000 GZ 0.00 3.72 1302 766.2000 GZ 0.00 1.86 168 766.2000 GZ 0.00 1.86 1301 766.2000 GZ 0.00 1.86 167 766.2000 GZ 0.00 1.86 1300 766.2000 GZ 0.00 1.86 166 766.2000 GZ 0.00 1.86 1299 766.2000 GZ 0.00 1.86 165 766.2000 GZ 0.00 1.86 1298 766.2000 GZ 0.00 1.86 164 766.2000 GZ 0.00 1.86 1297 766.2000 GZ 0.00 1.86 163 766.2000 GZ 0.00 1.86 169 766.2000 GZ 0.00 1.28 170 766.2000 GZ 0.00 1.28 171 766.2000 GZ 0.00 1.28 172 766.2000 GZ 0.00 1.28 173 766.2000 GZ 0.00 1.28 174 766.2000 GZ 0.00 1.28 340 766.2000 GZ 0.00 4.51 415 766.2000 GZ 0.00 4.51 416 766.2000 GZ 0.00 4.51 417 766.2000 GZ 0.00 4.51

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418 766.2000 GZ 0.00 4.51 419 766.2000 GZ 0.00 4.51 1256 766.2000 GZ 0.00 4.51 348 766.2000 GZ 0.00 0.70 421 766.2000 GZ 0.00 0.70 422 766.2000 GZ 0.00 0.70 423 766.2000 GZ 0.00 0.70 424 766.2000 GZ 0.00 0.70 425 766.2000 GZ 0.00 0.70 540 766.2000 GZ 0.00 0.70 553 766.2000 GZ 0.00 3.28 346 766.2000 GZ 0.00 1.51 541 766.2000 GZ 0.00 0.81 250 1238.5000 GZ 0.00 4.51 298 1238.5000 GZ 0.00 4.51 271 1238.5000 GZ 0.00 4.08 297 1238.5000 GZ 0.00 4.08 573 1238.5000 GZ 0.00 0.43 575 1238.5000 GZ 0.00 0.43 303 1238.5000 GZ 0.00 2.33 304 1238.5000 GZ 0.00 2.33 307 1238.5000 GZ 0.00 2.33 938 1238.5000 GZ 0.00 2.33 954 1238.5000 GZ 0.00 2.33 960 1238.5000 GZ 0.00 2.33 620 1238.5000 GZ 0.00 0.59 621 1238.5000 GZ 0.00 1.74 136 -1087.7000 GX 0.00 5.14 93 -1087.7000 GX 0.00 5.55 STAAD SPACE -- PAGE NO. 63

606 -1087.7000 GX 0.00 5.20 51 -1087.7000 GX 0.00 4.49 345 1087.7000 GX 0.00 4.51 382 1087.7000 GX 0.00 4.51 383 1087.7000 GX 0.00 4.51 384 1087.7000 GX 0.00 4.51 385 1087.7000 GX 0.00 4.51 386 1087.7000 GX 0.00 4.51 387 1087.7000 GX 0.00 4.51 389 1087.7000 GX 0.00 0.70 390 1087.7000 GX 0.00 0.70 391 1087.7000 GX 0.00 0.70 392 1087.7000 GX 0.00 0.70 393 1087.7000 GX 0.00 0.70 1121 1087.7000 GX 0.00 0.70 351 1087.7000 GX 0.00 1.51 275 641.0000 GX 0.00 4.08 302 641.0000 GX 0.00 4.08 643 641.0000 GX 0.00 4.08 562 641.0000 GX 0.00 0.17 644 641.0000 GX 0.00 0.26 257 641.0000 GX 0.00 2.33 303 641.0000 GX 0.00 2.33 304 641.0000 GX 0.00 2.33 307 641.0000 GX 0.00 2.33

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308 641.0000 GX 0.00 2.33 938 641.0000 GX 0.00 2.33 954 641.0000 GX 0.00 2.33 959 641.0000 GX 0.00 2.33 558 641.0000 GX 0.00 0.43 552 641.0000 GX 0.00 3.28 301 641.0000 GX 0.00 4.51 663 480.0000 Y 0.00 1.15 664 480.0000 Y 0.00 1.15 665 480.0000 Y 0.00 1.15 666 480.0000 Y 0.00 1.15 667 480.0000 Y 0.00 1.15 668 480.0000 Y 0.00 1.15 669 480.0000 Y 0.00 1.15 670 480.0000 Y 0.00 1.15 671 480.0000 Y 0.00 1.15 672 480.0000 Y 0.00 1.15 673 480.0000 Y 0.00 1.15 674 480.0000 Y 0.00 1.15 675 480.0000 Y 0.00 1.15 676 480.0000 Y 0.00 1.15 677 480.0000 Y 0.00 1.15 678 480.0000 Y 0.00 1.15 679 480.0000 Y 0.00 1.15 680 480.0000 Y 0.00 1.15 681 480.0000 Y 0.00 1.15 190 480.0000 Y 0.00 4.36 203 480.0000 Y 0.00 4.36 208 480.0000 Y 0.00 4.36 213 480.0000 Y 0.00 4.36 218 480.0000 Y 0.00 4.36 STAAD SPACE -- PAGE NO. 64

223 480.0000 Y 0.00 4.36 228 480.0000 Y 0.00 4.36 189 480.0000 Y 0.00 2.91 194 480.0000 Y 0.00 2.91 207 480.0000 Y 0.00 2.91 212 480.0000 Y 0.00 2.91 217 480.0000 Y 0.00 2.91 222 480.0000 Y 0.00 2.91 227 480.0000 Y 0.00 2.91 193 480.0000 Y 0.00 2.20 1074 480.0000 Y 0.00 2.20 1077 480.0000 Y 0.00 2.20 1080 480.0000 Y 0.00 2.20 1083 480.0000 Y 0.00 2.20 1086 480.0000 Y 0.00 2.20 1089 480.0000 Y 0.00 2.20 605 480.0000 Y 0.00 2.52 192 480.0000 Y 0.00 5.05 191 480.0000 Y 0.00 3.80 1072 480.0000 Y 0.00 3.80 1075 480.0000 Y 0.00 3.80 1078 480.0000 Y 0.00 3.80 1081 480.0000 Y 0.00 3.80

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1084 480.0000 Y 0.00 3.80 1087 480.0000 Y 0.00 3.80 1090 480.0000 Y 0.00 3.80 1092 480.0000 Y 0.00 3.80 1094 480.0000 Y 0.00 3.80 1073 480.0000 Y 0.00 7.57 1076 480.0000 Y 0.00 7.57 1079 480.0000 Y 0.00 7.57 1082 480.0000 Y 0.00 7.57 1085 480.0000 Y 0.00 7.57 1088 480.0000 Y 0.00 7.57 1091 480.0000 Y 0.00 7.57 1093 480.0000 Y 0.00 5.76 1095 480.0000 Y 0.00 2.74 1097 480.0000 Y 0.00 2.08 567 480.0000 Y 0.00 3.75 568 480.0000 Y 0.00 3.75 692 480.0000 Y 0.00 0.50 693 480.0000 Y 0.00 0.50 NUMBER OF MODES REQUESTED = 6 NUMBER OF EXISTING MASSES IN THE MODEL = 532 NUMBER OF MODES THAT WILL BE USED = 6


CALCULATED FREQUENCIES FOR LOAD CASE 4 MODE FREQUENCY(CYCLES/SEC) PERIOD(SEC) 1 2.445 0.40895 2 4.789 0.20881 3 5.163 0.19368 4 6.799 0.14708 5 7.967 0.12552 6 8.184 0.12220 RESPONSE LOAD CASE 4 SRSS MODAL COMBINATION METHOD USED. DYNAMIC WEIGHT X Y Z 8.315442E+05 4.564865E-01 4.417302E+00 KG MISSING WEIGHT X Y Z -1.206182E+05 -4.564865E-01 -4.417243E+00 KG MODAL WEIGHT X Y Z 7.109261E+05 1.228434E-10 5.868502E-05 KG MODE ACCELERATION-G DAMPING ---- -------------- ------- 1 0.04334 0.05000 2 0.03261 0.05000

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3 0.03125 0.05000 4 0.02707 0.05000 5 0.02513 0.05000 6 0.02483 0.05000 STAAD SPACE -- PAGE NO. 66

MODAL BASE ACTIONS FORCES IN KG LENGTH IN METE ----------------------------------------------------------- MOMENTS ARE ABOUT THE ORIGIN MODE PERIOD FX FY FZ MX MY MZ 1 0.409 0.00 0.00 0.00 0.00 0.00 0.00 2 0.209 0.00 0.00 0.00 0.00 0.00 0.00 3 0.194 0.00 0.00 0.00 0.00 0.00 0.00 4 0.147 0.00 0.00 0.00 0.00 0.00 0.00 5 0.126 0.00 0.00 0.00 0.00 0.00 0.00 6 0.122 0.00 0.00 0.00 0.00 0.00 0.00 MASS PARTICIPATION FACTORS IN PERCENT BASE SHEAR IN KG -------------------------------------- ------------------ MODE X Y Z SUMM-X SUMM-Y SUMM-Z X Y Z 1 81.30 0.00 0.00 81.296 0.000 0.000 0.00 0.00 0.00 2 3.31 0.00 0.00 84.607 0.000 0.000 0.00 0.00 0.00 3 0.16 0.00 0.00 84.766 0.000 0.000 0.00 0.00 0.00 4 0.70 0.00 0.00 85.470 0.000 0.001 0.00 0.00 0.00 5 0.02 0.00 0.00 85.495 0.000 0.001 0.00 0.00 0.00 6 0.00 0.00 0.00 85.495 0.000 0.001 0.00 0.00 0.00 --------------------------- TOTAL SRSS SHEAR 0.00 0.00 0.00 TOTAL 10PCT SHEAR 0.00 0.00 0.00 TOTAL ABS SHEAR 0.00 0.00 0.00 RESPONSE LOAD CASE 5 SRSS MODAL COMBINATION METHOD USED. DYNAMIC WEIGHT X Y Z 8.315442E+05 4.564865E-01 4.417302E+00 KG MISSING WEIGHT X Y Z -1.206182E+05 -4.564865E-01 -4.417243E+00 KG MODAL WEIGHT X Y Z 7.109261E+05 1.228434E-10 5.868502E-05 KG MODE ACCELERATION-G DAMPING ---- -------------- ------- 1 0.04334 0.05000

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2 0.03261 0.05000 3 0.03125 0.05000 4 0.02707 0.05000 5 0.02513 0.05000 STAAD SPACE -- PAGE NO. 67

MODE ACCELERATION-G DAMPING ---- -------------- ------- 6 0.02483 0.05000 MODAL BASE ACTIONS FORCES IN KG LENGTH IN METE ----------------------------------------------------------- MOMENTS ARE ABOUT THE ORIGIN MODE PERIOD FX FY FZ MX MY MZ 1 0.409 0.00 0.00 0.00 0.00 0.00 0.00 2 0.209 0.00 0.00 0.00 0.00 0.00 0.00 3 0.194 0.00 0.00 0.00 0.00 0.00 0.00 4 0.147 0.00 0.00 0.00 0.00 0.00 0.00 5 0.126 0.00 0.00 0.00 0.00 0.00 0.00 6 0.122 0.00 0.00 0.00 0.00 0.00 0.00 MASS PARTICIPATION FACTORS IN PERCENT BASE SHEAR IN KG -------------------------------------- ------------------ MODE X Y Z SUMM-X SUMM-Y SUMM-Z X Y Z 1 81.30 0.00 0.00 81.296 0.000 0.000 0.00 0.00 0.00 2 3.31 0.00 0.00 84.607 0.000 0.000 0.00 0.00 0.00 3 0.16 0.00 0.00 84.766 0.000 0.000 0.00 0.00 0.00 4 0.70 0.00 0.00 85.470 0.000 0.001 0.00 0.00 0.00 5 0.02 0.00 0.00 85.495 0.000 0.001 0.00 0.00 0.00 6 0.00 0.00 0.00 85.495 0.000 0.001 0.00 0.00 0.00 --------------------------- TOTAL SRSS SHEAR 0.00 0.00 0.00 TOTAL 10PCT SHEAR 0.00 0.00 0.00 TOTAL ABS SHEAR 0.00 0.00 0.00 FOR LOADING - 1APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 1 0.00000E+00-1.50961E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 2 0.00000E+00-1.50961E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 3 0.00000E+00-1.50961E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 4 0.00000E+00-1.50961E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

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5 0.00000E+00-1.50961E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 6 0.00000E+00-1.50961E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 7 0.00000E+00-1.31639E+03 0.00000E+00-1.69836E+02 0.00000E+00-4.32472E+02 8 0.00000E+00-1.74886E+03 0.00000E+00-1.69836E+02 0.00000E+00 0.00000E+00 STAAD SPACE -- PAGE NO. 68

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57 0.00000E+00-6.37508E+02 0.00000E+00 5.61892E-03 0.00000E+00-5.15315E+00 58 0.00000E+00-1.47160E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 59 0.00000E+00-1.50961E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 60 0.00000E+00-1.50961E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 61 0.00000E+00-1.50961E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 STAAD SPACE -- PAGE NO. 69

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116 0.00000E+00-7.58104E+03 3.84117E+02-7.07766E+02 0.00000E+00 0.00000E+00 117 0.00000E+00-7.58104E+03 3.84117E+02-7.07766E+02 0.00000E+00 0.00000E+00 118 0.00000E+00-6.91323E+03 3.97792E+02-7.48662E+02 0.00000E+00 1.89615E+02 119 0.00000E+00-1.08118E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 120 0.00000E+00-1.08118E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 121 0.00000E+00-1.08118E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 STAAD SPACE -- PAGE NO. 70

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168 0.00000E+00-1.04327E+03 0.00000E+00-1.99432E+02 0.00000E+00-2.00197E+02 169 0.00000E+00-1.10758E+03 0.00000E+00 8.15421E+01 0.00000E+00-8.15415E+01 170 0.00000E+00-1.44374E+03 0.00000E+00-4.14903E+02 0.00000E+00 1.52819E+01 171 0.00000E+00-1.26433E+03 0.00000E+00-1.73703E+02 0.00000E+00-1.25594E+02 172 0.00000E+00-4.27422E+03 0.00000E+00-6.54167E+02 0.00000E+00-6.56410E+02 173 0.00000E+00-6.91704E+03 0.00000E+00-1.24405E+03 0.00000E+00-7.31284E+02 174 0.00000E+00-1.27838E+04 0.00000E+00-5.05476E+03 0.00000E+00 3.08361E+03 STAAD SPACE -- PAGE NO. 71

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223 0.00000E+00-4.80524E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 224 0.00000E+00-4.80524E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 225 0.00000E+00-2.77525E+02 0.00000E+00 5.12813E+00 0.00000E+00-5.12803E+00 227 0.00000E+00-6.34208E+02 0.00000E+00-1.74097E+01 0.00000E+00-1.93056E+01 228 0.00000E+00-5.01192E+02 0.00000E+00 6.68098E+01 0.00000E+00-3.84869E+01 229 0.00000E+00-3.80099E+02 0.00000E+00-3.84986E+01 0.00000E+00 3.84999E+01 230 0.00000E+00-3.64240E+02 0.00000E+00-3.33034E+01 0.00000E+00 3.33034E+01 231 0.00000E+00-5.44814E+02 0.00000E+00 5.12813E+00 0.00000E+00-5.12803E+00 STAAD SPACE -- PAGE NO. 72

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346 0.00000E+00-1.59612E+03 0.00000E+00 2.35595E+02 0.00000E+00-3.52532E+02 347 0.00000E+00-3.60055E+02 0.00000E+00-9.34429E+01 0.00000E+00 9.34929E+00 348 0.00000E+00-1.88078E+03 0.00000E+00-3.15263E+02 0.00000E+00 3.27147E+01 349 0.00000E+00-4.09810E+02 0.00000E+00-1.11037E+02 0.00000E+00-6.23461E+01 350 0.00000E+00-1.76719E+03 0.00000E+00-4.44072E+02 0.00000E+00-1.69175E+02 351 0.00000E+00-4.52626E+02 0.00000E+00 1.00599E+02 0.00000E+00-6.41606E+01 352 0.00000E+00-2.14113E+03 0.00000E+00 4.22968E+02 0.00000E+00-1.69819E+02 353 0.00000E+00-2.96369E+02 0.00000E+00 3.33038E+01 0.00000E+00-8.43246E+01 354 0.00000E+00-7.18699E+02 0.00000E+00 3.33344E+01 0.00000E+00-1.21411E+02 355 0.00000E+00-1.79909E+02 0.00000E+00 2.10510E-02 0.00000E+00-2.55314E+01 STAAD SPACE -- PAGE NO. 74

APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 356 0.00000E+00-1.59325E+02 0.00000E+00 1.94395E-02 0.00000E+00-1.94201E+01 357 0.00000E+00-1.81219E+02 0.00000E+00-1.94395E-02 0.00000E+00 1.94201E+01 358 0.00000E+00-1.59025E+02 0.00000E+00-1.93371E+01 0.00000E+00-2.04505E-02 359 0.00000E+00-1.80919E+02 0.00000E+00 1.93371E+01 0.00000E+00 2.04505E-02 360 0.00000E+00-1.50961E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 361 0.00000E+00-1.50961E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 362 0.00000E+00-1.12031E+03 0.00000E+00-3.09975E+02 0.00000E+00-8.19133E+01 363 0.00000E+00-1.12031E+03 0.00000E+00 8.14510E+01 0.00000E+00 3.09512E+02 364-9.50111E+01-4.03546E+03-9.53969E+01-1.00029E+03 0.00000E+00-3.01604E+02 365-9.50111E+01-4.03549E+03-9.53969E+01 3.00187E+02 0.00000E+00 9.98876E+02 366 0.00000E+00-6.12948E+02 0.00000E+00 2.84471E+02 0.00000E+00 5.64097E+01 367 0.00000E+00-6.13667E+02 0.00000E+00 2.88533E+02 0.00000E+00 6.04660E+01 368 0.00000E+00-1.67831E+03 0.00000E+00-4.99816E+02 0.00000E+00-4.99816E+02 369 0.00000E+00-7.56891E+02 0.00000E+00 2.19646E+00 0.00000E+00 2.19650E+00 370-8.17080E+01-2.15315E+03-8.20399E+01 3.60452E+02 0.00000E+00-3.52816E+02 371-8.17080E+01-3.00880E+03-8.20399E+01 8.56876E+02 0.00000E+00 1.43607E+02 372 0.00000E+00-9.16634E+02 0.00000E+00-1.38651E+02 0.00000E+00-1.38646E+02 373 0.00000E+00-1.07436E+04 0.00000E+00-1.25799E+03 0.00000E+00-1.17436E+03 374 0.00000E+00-4.40691E+03 0.00000E+00 4.29626E+03 0.00000E+00-4.29626E+03 375 0.00000E+00-7.91531E+02 0.00000E+00-1.23070E+02 0.00000E+00 3.29938E+02 376 0.00000E+00-7.30153E+02 0.00000E+00-7.22130E+00 0.00000E+00-7.22186E+00 377 0.00000E+00-9.46095E+02 0.00000E+00 1.30396E+02 0.00000E+00 1.30394E+02 378-2.53667E-06-4.63113E+03 6.99688E+01 8.38565E+01 0.00000E+00 2.19525E+03 379 0.00000E+00-2.55081E+02 0.00000E+00 1.02194E+01 0.00000E+00 4.84498E+01 380 0.00000E+00-7.55627E+02 0.00000E+00 2.67881E+02 0.00000E+00-2.67886E+02 382-1.06874E-06-1.68932E+03-1.06874E-06 1.36847E+02 0.00000E+00 1.23891E+02 383 0.00000E+00-1.31772E+03 0.00000E+00-9.55330E+01 0.00000E+00-1.08118E+02 384 0.00000E+00-8.90056E+02 0.00000E+00 2.31582E+02 0.00000E+00-2.31587E+02 386-8.17018E-07-1.89673E+03-8.16996E-07-5.60768E+01 0.00000E+00 2.84018E+02 389 0.00000E+00-4.18740E+02 0.00000E+00 4.53688E+01 0.00000E+00 4.28370E+01 390 0.00000E+00-1.19629E+03 0.00000E+00 5.43963E+01 0.00000E+00 0.00000E+00 391 0.00000E+00-5.31924E+03-3.10103E+02 1.31162E+03 0.00000E+00 1.89449E+02 392 0.00000E+00-1.47160E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 393 2.98790E-07-2.31592E+03 2.98791E-07-7.55924E+01 0.00000E+00 3.96191E+02 394 2.24492E-02-2.69663E+03-1.21086E+02 5.14886E+02 0.00000E+00 2.83419E+01 395 9.30003E-02-5.37929E+03-2.94682E+02 2.78431E+03 0.00000E+00-9.78669E+01 396-2.70694E-06-1.94428E+03 2.36634E-06-2.87030E+02 0.00000E+00-2.87810E+02 397 0.00000E+00-5.38932E+02 0.00000E+00-6.25492E+01 0.00000E+00 1.08118E+02 398 0.00000E+00-5.40466E+02 0.00000E+00 2.42385E+02 0.00000E+00-2.94460E+01 400 0.00000E+00-7.60454E+02 0.00000E+00 3.83083E+02 0.00000E+00 8.77174E+00 401 1.37412E-01-1.09497E+03-6.56849E+01 1.98526E+02 0.00000E+00 5.01451E+01 402 0.00000E+00-1.09543E+04 0.00000E+00 9.94685E+01 0.00000E+00-9.12481E+01

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403-1.62499E-10-7.52359E+03 2.08470E-11 9.45287E+02-2.26778E-15 1.07458E+03 404 0.00000E+00-7.98617E+03 9.68439E-04 1.09429E+03 0.00000E+00 1.29100E+03 405 0.00000E+00-5.91765E+02 0.00000E+00-9.41782E+01 0.00000E+00 1.23784E+02 406 0.00000E+00-3.86413E+02 0.00000E+00-2.97093E+01 0.00000E+00 1.21558E+02 408 0.00000E+00-6.55684E+02-3.22081E+01-7.02047E+01 0.00000E+00 0.00000E+00 410 0.00000E+00-5.04383E+02 3.40758E+01 5.25537E+01 0.00000E+00 0.00000E+00 411 0.00000E+00-7.58923E+02-2.92779E+01-6.61912E+01 0.00000E+00 0.00000E+00 412 0.00000E+00-7.58923E+02-2.92779E+01-6.61912E+01 0.00000E+00 0.00000E+00 413 0.00000E+00-7.58923E+02-2.92779E+01-6.61912E+01 0.00000E+00 0.00000E+00 414 0.00000E+00-7.58923E+02-2.92779E+01-6.61912E+01 0.00000E+00 0.00000E+00 415 0.00000E+00-7.58923E+02-2.92779E+01-6.61912E+01 0.00000E+00 0.00000E+00 STAAD SPACE -- PAGE NO. 75

APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 416 0.00000E+00-7.58923E+02-2.92779E+01-6.61912E+01 0.00000E+00 0.00000E+00 417 0.00000E+00-7.58923E+02-2.92779E+01-6.61912E+01 0.00000E+00 0.00000E+00 418 0.00000E+00-7.58923E+02-2.92779E+01-6.61912E+01 0.00000E+00 0.00000E+00 419 0.00000E+00-9.04863E+02-3.61550E+01-7.56109E+01 0.00000E+00 0.00000E+00 420 0.00000E+00-6.98154E+02-3.61550E+01-7.56109E+01 0.00000E+00 0.00000E+00 421 0.00000E+00-7.56574E+02 5.11137E+01 6.59881E+01 0.00000E+00 0.00000E+00 422 0.00000E+00-7.56574E+02 5.11137E+01 6.59881E+01 0.00000E+00 0.00000E+00 423 0.00000E+00-7.56574E+02 5.11137E+01 6.59881E+01 0.00000E+00 0.00000E+00 424 0.00000E+00-7.56574E+02 5.11137E+01 6.59881E+01 0.00000E+00 0.00000E+00 425 0.00000E+00-7.56574E+02 5.11137E+01 6.59881E+01 0.00000E+00 0.00000E+00 426 0.00000E+00-1.08033E+03 7.78655E+01 8.70821E+01 0.00000E+00 0.00000E+00 427 0.00000E+00-8.41589E+02 6.99686E+01 8.08553E+01 0.00000E+00 0.00000E+00 429 0.00000E+00-9.86065E+02 0.00000E+00 0.00000E+00 0.00000E+00-1.42550E+02 430 0.00000E+00-1.45044E+03 0.00000E+00 0.00000E+00 0.00000E+00-1.89449E+02 431 0.00000E+00-1.65820E+03 0.00000E+00 0.00000E+00 0.00000E+00-2.10509E+02 432 0.00000E+00-1.04408E+03 0.00000E+00 0.00000E+00 0.00000E+00-1.65257E+02 434 0.00000E+00-3.15532E+02 0.00000E+00 0.00000E+00 0.00000E+00-1.34616E+01 435 0.00000E+00-3.89142E+02 0.00000E+00 0.00000E+00 0.00000E+00-1.42366E+01 436 0.00000E+00-1.91751E+02 0.00000E+00 0.00000E+00 0.00000E+00-8.70125E+00 438-1.33085E+01-2.76697E+02-1.33624E+01-7.30480E+00 0.00000E+00 7.27533E+00 439-1.33085E+01-2.76697E+02-1.33624E+01-7.30480E+00 0.00000E+00 7.27533E+00 441 0.00000E+00-2.31071E+02 0.00000E+00 6.39009E+00 0.00000E+00 6.39015E+00 442 0.00000E+00-2.31081E+02 0.00000E+00-6.39003E+00 0.00000E+00-6.38998E+00 443 0.00000E+00-4.75243E+02 0.00000E+00 1.83579E+02 0.00000E+00 5.36423E+01 444 0.00000E+00-5.65536E+02 0.00000E+00 3.20647E+02 0.00000E+00 7.40875E+01 446 0.00000E+00-6.81094E+02 0.00000E+00-6.82653E+02 0.00000E+00 1.02180E+01 448 0.00000E+00-3.26163E+02 0.00000E+00-1.71678E+02 0.00000E+00 3.35181E+01 450 0.00000E+00-6.82427E+02 0.00000E+00 6.84842E+02 0.00000E+00 1.15682E+01 451 0.00000E+00-4.12228E+02 0.00000E+00-1.86674E+02 0.00000E+00-1.01861E+01 452 0.00000E+00-4.75490E+02 0.00000E+00 1.86891E+02 0.00000E+00 1.21742E+00 453 0.00000E+00-4.46043E+02 0.00000E+00-2.05022E+02 0.00000E+00 7.85786E+00 454 0.00000E+00-4.86334E+02 0.00000E+00 2.05021E+02 0.00000E+00 1.40358E-01 455 0.00000E+00-4.60655E+02 0.00000E+00-2.24230E+02 0.00000E+00-8.17950E+00 456 0.00000E+00-4.37996E+02 0.00000E+00 2.26353E+02 0.00000E+00 1.06757E+01 457 0.00000E+00-5.13894E+02 0.00000E+00-2.44262E+02 0.00000E+00-5.32469E-03 458 0.00000E+00-5.03146E+02 0.00000E+00 2.43534E+02 0.00000E+00-3.63797E+00 459 0.00000E+00-5.29088E+02 0.00000E+00-2.65188E+02 0.00000E+00-1.86628E-02 460 0.00000E+00-5.31887E+02 0.00000E+00 2.65187E+02 0.00000E+00 1.19549E-02 461 0.00000E+00-5.44281E+02 0.00000E+00-2.86975E+02 0.00000E+00-3.37474E-02 462 0.00000E+00-5.45292E+02 0.00000E+00 2.87074E+02 0.00000E+00 5.28712E-01 463 0.00000E+00-5.59493E+02 0.00000E+00-3.09648E+02 0.00000E+00-1.15845E-01

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464 0.00000E+00-4.86586E+02 0.00000E+00 3.07453E+02 0.00000E+00-1.08738E+01 465 0.00000E+00-5.74686E+02 0.00000E+00-3.33156E+02 0.00000E+00-1.35616E-01 466 0.00000E+00-5.77486E+02 0.00000E+00 3.33155E+02 0.00000E+00 1.29430E-01 467 0.00000E+00-5.80842E+02 0.00000E+00-3.57523E+02 0.00000E+00 2.25267E+00 468 0.00000E+00-5.92677E+02 0.00000E+00 3.57523E+02 0.00000E+00 1.49335E-01 469 0.00000E+00-5.36491E+02 0.00000E+00-3.82735E+02 0.00000E+00-1.09841E+01 470 0.00000E+00-5.46212E+02 0.00000E+00 3.84836E+02 0.00000E+00 1.08519E+01 471 0.00000E+00-6.20240E+02 0.00000E+00-4.08791E+02 0.00000E+00-2.79680E-01 472 0.00000E+00-6.07615E+02 0.00000E+00 4.07977E+02 0.00000E+00-3.79335E+00 473 0.00000E+00-6.35433E+02 0.00000E+00-4.35736E+02 0.00000E+00-3.08066E-01 474 0.00000E+00-6.38233E+02 0.00000E+00 4.35735E+02 0.00000E+00 3.02635E-01 475 0.00000E+00-6.50627E+02 0.00000E+00-4.63542E+02 0.00000E+00-3.34317E-01 STAAD SPACE -- PAGE NO. 76

APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 476 0.00000E+00-6.53424E+02 0.00000E+00 4.63541E+02 0.00000E+00 3.27883E-01 477 0.00000E+00-6.65820E+02 0.00000E+00-4.92207E+02 0.00000E+00-3.61582E-01 478 0.00000E+00-5.94716E+02 0.00000E+00 4.94396E+02 0.00000E+00 1.13171E+01 479 0.00000E+00-6.80996E+02 0.00000E+00-5.21698E+02 0.00000E+00-3.01578E-01 480 0.00000E+00-6.79397E+02 0.00000E+00 5.21441E+02 0.00000E+00-9.79764E-01 481 0.00000E+00-6.96189E+02 0.00000E+00-5.52082E+02 0.00000E+00-3.28353E-01 482 0.00000E+00-6.98840E+02 0.00000E+00 5.52082E+02 0.00000E+00 3.19612E-01 483 0.00000E+00-6.55092E+02 0.00000E+00-5.83308E+02 0.00000E+00 9.68101E+00 484 0.00000E+00-6.58912E+02 0.00000E+00 5.85316E+02 0.00000E+00 1.04327E+01 485 0.00000E+00-7.07087E+02 0.00000E+00-6.15484E+02 0.00000E+00-5.28604E+00 486 0.00000E+00-7.07120E+02 0.00000E+00 6.14396E+02 0.00000E+00-5.06876E+00 487 0.00000E+00-7.41868E+02 0.00000E+00-6.48611E+02 0.00000E+00-4.24696E-01 488 0.00000E+00-7.44586E+02 0.00000E+00 6.48605E+02 0.00000E+00 3.92320E-01 489 0.00000E+00-7.70491E+02 0.00000E+00-2.34650E+02 0.00000E+00-6.52923E-02 490 0.00000E+00-8.60777E+02 0.00000E+00-3.86508E+02 0.00000E+00-2.31598E-01 491 0.00000E+00-5.55698E+02 0.00000E+00 2.49603E+02 0.00000E+00 7.49449E+01 492 0.00000E+00-6.49586E+02 0.00000E+00 4.06107E+02 0.00000E+00 9.83633E+01 524 0.00000E+00-1.12334E+03 0.00000E+00 0.00000E+00 0.00000E+00-1.40328E+02 567 0.00000E+00-6.78611E+03 0.00000E+00 1.00094E+00 0.00000E+00 6.63771E+02 601 2.21095E-09-2.47307E+03 2.31308E-09 3.57294E+02 4.87944E-21-3.57285E+02 602-1.62499E-10-1.62901E+03 2.08470E-11 3.88065E+01 2.26778E-15-3.88048E+01 607 0.00000E+00-1.85956E+03 9.68439E-04 1.05448E+01 0.00000E+00-1.05452E+01 608-1.07840E-08-1.81733E+03 1.09058E-08-6.48350E-02 0.00000E+00-6.10613E-02 609-1.28320E-08-1.81732E+03 1.32074E-08-7.15361E-02 3.90355E-20-6.66039E-02 636 0.00000E+00-7.53219E+02 0.00000E+00 1.70875E+02 0.00000E+00 2.27093E+02 637 0.00000E+00-6.18437E+02 0.00000E+00 1.69765E+02 0.00000E+00 2.28221E+02 645 0.00000E+00-1.18964E+03 0.00000E+00-4.30095E-01 0.00000E+00-6.99099E+01 646 0.00000E+00-1.50961E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 648 0.00000E+00-2.52430E+03 0.00000E+00-1.31079E+00 0.00000E+00-2.59309E+02 652 0.00000E+00-4.96996E+02 0.00000E+00 1.33161E+02 0.00000E+00 1.33157E+02 653 0.00000E+00-2.32874E+02 0.00000E+00 2.26063E+01 0.00000E+00 3.84420E+00 655 0.00000E+00-1.40598E+02 0.00000E+00 4.94521E-01 0.00000E+00 4.94500E-01 656 0.00000E+00-4.80524E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 657 0.00000E+00-8.82167E+02 0.00000E+00-2.60475E+01 0.00000E+00-3.73574E+02 658 0.00000E+00-6.04019E+02 0.00000E+00-1.84430E+01 0.00000E+00-9.23592E+01 659 0.00000E+00-6.04019E+02 0.00000E+00 1.84430E+01 0.00000E+00 9.23592E+01 660 0.00000E+00-6.04019E+02 0.00000E+00-1.84430E+01 0.00000E+00-9.23592E+01 661 0.00000E+00-6.04019E+02 0.00000E+00 1.84430E+01 0.00000E+00 9.23592E+01 662 0.00000E+00-6.04019E+02 0.00000E+00-1.84430E+01 0.00000E+00-9.23599E+01 663 0.00000E+00-6.04019E+02 0.00000E+00 1.84430E+01 0.00000E+00 9.23599E+01

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STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 1 LOADTYPE DEAD TITLE CM (CARGA MUERTA) CENTER OF FORCE BASED ON X FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.557521880E+02 Y = 0.371540521E+01 Z = 0.177982921E+02 STAAD SPACE -- PAGE NO. 77

CENTER OF FORCE BASED ON Y FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.350882117E+02 Y = 0.409894502E+01 Z = 0.123974184E+02 CENTER OF FORCE BASED ON Z FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.399332710E+02 Y = 0.481204351E+01 Z = 0.317573061E+02 ***TOTAL APPLIED LOAD ( KG METE ) SUMMARY (LOADING 1 ) SUMMATION FORCE-X = -379.55 SUMMATION FORCE-Y = -831071.21 SUMMATION FORCE-Z = -5002.42 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 10279065.30 MY= 193007.49 MZ= -29159391.64 ***TOTAL REACTION LOAD( KG METE ) SUMMARY (LOADING 1 ) SUMMATION FORCE-X = 379.55 SUMMATION FORCE-Y = 831071.21 SUMMATION FORCE-Z = 5002.42 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= -10279065.30 MY= -193008.28 MZ= 29159391.40 MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 1) MAXIMUMS AT NODE X = 1.54858E-01 608 Y = -1.21685E+00 567 Z = 1.60007E-01 141 RX= -2.92805E-03 394 RY= 3.64405E-04 395 RZ= -3.94100E-03 567

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MC-836.097-F-005A

EXTERNAL AND INTERNAL JOINT LOAD SUMMARY ( KG METE )- JT EXT FX/ EXT FY/ EXT FZ/ EXT MX/ EXT MY/ EXT MZ/ INT FX INT FY INT FZ INT MX INT MY INT MZ SUPPORT=1 1 0.00 -15.10 0.00 0.00 0.00 0.00 -329.39 -10144.62 -164.46 -492.94 30.09 10.44 111111 2 0.00 -15.10 0.00 0.00 0.00 0.00 79.06 -12930.64 -335.84 -768.30 -2.71 -158.65 111111 3 0.00 -15.10 0.00 0.00 0.00 0.00 37.26 -12685.34 -347.00 -795.17 3.85 -68.31 111111 4 0.00 -15.10 0.00 0.00 0.00 0.00 78.88 -12257.64 -377.54 -866.40 -1.55 -160.95 111111 STAAD SPACE -- PAGE NO. 78

5 0.00 -15.10 0.00 0.00 0.00 0.00 -226.87 -13435.14 -509.97 -1065.75 27.32 147.86 111111 6 0.00 -15.10 0.00 0.00 0.00 0.00 1028.72 -7857.22 -326.81 -648.65 -84.18 -825.63 111111 19 0.00 -14.72 0.00 0.00 0.00 0.00 216.59 -12585.36 41.48 -177.09 -19.23 -510.83 111111 20 0.00 -14.72 0.00 0.00 0.00 0.00 26.36 -12058.73 160.44 158.49 5.10 30.17 111111 21 0.00 -14.72 0.00 0.00 0.00 0.00 27.05 -13607.39 238.53 -91.22 0.09 -72.02 111111 22 0.00 -14.72 0.00 0.00 0.00 0.00 27.23 -12788.80 234.73 262.67 1.18 -55.51 111111 23 0.00 -14.72 0.00 0.00 0.00 0.00 26.79 -13501.19 236.08 -98.22 1.09 -57.44 111111 24 0.00 -14.72 0.00 0.00 0.00 0.00 23.14 -12808.76 228.17 244.86 1.10 -57.73 111111 25 0.00 -14.72 0.00 0.00 0.00 0.00 -0.80 -13928.30 302.17 30.30 4.12 -20.02 111111 26 0.00 -14.72 0.00 0.00 0.00 0.00 -12.83 -13300.72 434.28 547.56 5.87 24.97 111111 27 0.00 -14.72 0.00 0.00 0.00 0.00 -14.25 -13203.04 483.09 -17.74 -2.09 -158.80 111111 28 0.00 -14.72 0.00 0.00 0.00 0.00 -214.40 -15042.33 481.25 622.44 20.88 341.48 111111

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49 0.00 -15.10 0.00 0.00 0.00 0.00 -98.77 -5363.09 216.92 5.03 -4.53 -584.36 111111 50 0.00 -15.10 0.00 0.00 0.00 0.00 83.87 -7086.56 359.89 226.84 -7.41 -377.40 111111 51 0.00 -15.10 0.00 0.00 0.00 0.00 -85.37 -7414.79 508.06 263.27 42.54 385.18 111111 58 0.00 -14.72 0.00 0.00 0.00 0.00 83.73 -11317.84 76.45 -256.49 -8.21 -294.42 111111 59 0.00 -15.10 0.00 0.00 0.00 0.00 7.57 -13443.07 -143.79 -322.31 3.77 42.05 111111 60 0.00 -15.10 0.00 0.00 0.00 0.00 7.57 -15183.75 -187.27 -44.73 -0.12 -34.10 111111 61 0.00 -15.10 0.00 0.00 0.00 0.00 10.38 -14146.47 -189.68 -412.38 0.61 -26.45 111111 62 0.00 -15.10 0.00 0.00 0.00 0.00 11.23 -15100.97 -197.02 -74.42 1.11 -21.54 111111 63 0.00 -15.10 0.00 0.00 0.00 0.00 8.46 -13656.15 -203.30 -443.68 -0.98 -64.15 111111 64 0.00 -15.10 0.00 0.00 0.00 0.00 -99.27 -16700.50 -286.64 -277.11 18.81 128.93 111111 65 0.00 -15.10 0.00 0.00 0.00 0.00 -604.09 -21209.45 -703.34 -697.33 -28.78 -336.22 111111 82 0.00 -15.10 0.00 0.00 0.00 0.00 -171.63 -5335.72 -68.36 -287.22 -36.88 50.20 111111 98 0.00 -15.10 0.00 0.00 0.00 0.00 -78.20 -7214.55 -94.88 -381.69 -15.19 38.88 111111 99 0.00 -14.72 0.00 0.00 0.00 0.00 7.18 -11737.48 -130.14 14.57 2.21 -46.32 111111 100 0.00 -14.72 0.00 0.00 0.00 0.00 13.47 -11113.44 -174.93 -663.54 0.27 -28.35 111111 101 0.00 -14.72 0.00 0.00 0.00 0.00 10.31 -11293.08 -177.14 -151.08 -0.29 -23.62 111111 STAAD SPACE -- PAGE NO. 79

102 0.00 -14.72 0.00 0.00 0.00 0.00 9.92 -11080.82 -176.91 -666.99 -0.65 -23.79 111111 103 0.00 -14.72 0.00 0.00 0.00 0.00 10.22 -11399.36 -164.73 -128.06 -1.86 -24.40 111111

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104 0.00 -14.72 0.00 0.00 0.00 0.00 42.46 -10357.78 -188.78 -685.04 -2.06 -14.10 111111 119 0.00 -10.81 0.00 0.00 0.00 0.00 9.51 -2632.42 -25.26 192.52 11.14 -277.54 111111 120 0.00 -10.81 0.00 0.00 0.00 0.00 93.61 -4145.46 -79.42 92.29 -0.77 -146.01 111111 121 0.00 -10.81 0.00 0.00 0.00 0.00 100.18 -4393.63 -211.09 88.96 1.56 -3.34 111111 122 0.00 -10.81 0.00 0.00 0.00 0.00 59.45 -4374.53 -149.85 102.71 -4.17 -196.73 111111 123 0.00 -10.81 0.00 0.00 0.00 0.00 -107.43 -4550.04 -289.85 148.94 12.66 234.32 111111 124 0.00 -10.81 0.00 0.00 0.00 0.00 -45.67 -6266.78 -328.37 78.89 17.15 -48.80 111111 143 0.00 -15.10 0.00 0.00 0.00 0.00 -759.91 -9130.17 -200.09 -239.97 -119.47 677.04 111111 144 0.00 -15.10 0.00 0.00 0.00 0.00 69.36 -15205.08 -109.77 -80.64 18.05 -183.61 111111 145 0.00 -15.10 0.00 0.00 0.00 0.00 -1.44 -14804.36 -126.22 -109.21 -7.60 32.78 111111 146 0.00 -15.10 0.00 0.00 0.00 0.00 176.93 -14784.63 -99.45 -97.51 24.97 -365.01 111111 164 0.00 -14.72 0.00 0.00 0.00 0.00 -73.67 -12676.77 -81.85 -229.14 -6.18 -256.10 111111 165 0.00 -14.72 0.00 0.00 0.00 0.00 -375.01 -19292.22 322.61 357.62 -8.85 569.53 111111 166 0.00 -14.72 0.00 0.00 0.00 0.00 -28.91 -20556.85 435.49 -316.47 -3.35 690.37 111111 167 0.00 -14.72 0.00 0.00 0.00 0.00 191.41 -9562.76 -43.44 -206.45 -15.36 -462.83 111111 180 0.00 -14.72 0.00 0.00 0.00 0.00 -706.33 -17063.28 -563.49 -804.07 -66.23 692.49 111111 181 0.00 -14.72 0.00 0.00 0.00 0.00 212.30 -23398.94 114.18 -221.35 -4.88 -309.32 111111 182 0.00 -19.22 0.00 0.00 0.00 0.00 -423.96 -12211.57 66.28 287.27 -21.55 1101.56 111111 183 0.00 -15.10 0.00 0.00 0.00 0.00

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110.63 -17862.67 -16.24 -241.67 -9.65 -125.94 111111 184 0.00 -14.72 0.00 0.00 0.00 0.00 41.14 -12333.62 -167.93 -325.66 -12.49 17.61 111111 195 0.00 -14.72 0.00 0.00 0.00 0.00 14.54 -8454.61 -267.46 -287.46 -8.44 58.77 111111 196 0.00 -14.72 0.00 0.00 0.00 0.00 374.42 -22536.67 -680.89 -856.31 -10.32 -792.40 111111 197 0.00 -14.72 0.00 0.00 0.00 0.00 -18.66 -10479.97 -45.75 -442.16 -8.12 59.83 111111 198 0.00 -14.72 0.00 0.00 0.00 0.00 151.93 -6136.92 7.58 -294.68 -0.22 36.62 111111 199 0.00 -14.72 0.00 0.00 0.00 0.00 112.70 -18503.29 -209.26 -114.82 -10.45 -100.70 111111 200 0.00 -14.72 0.00 0.00 0.00 0.00 146.51 -8531.53 -218.48 -211.41 -17.37 35.18 111111 STAAD SPACE -- PAGE NO. 80

219 0.00 -4.81 0.00 0.00 0.00 0.00 29.71 -1042.98 -1.43 -38.75 0.17 -25.05 111111 221 0.00 -4.81 0.00 0.00 0.00 0.00 90.85 -4337.84 3.78 -4.46 -1.03 49.20 111111 222 0.00 -4.81 0.00 0.00 0.00 0.00 -17.68 -1828.53 -67.95 0.60 -0.05 -26.47 111111 223 0.00 -4.81 0.00 0.00 0.00 0.00 -50.31 -2314.33 -21.35 -25.01 -0.94 -25.30 111111 224 0.00 -4.81 0.00 0.00 0.00 0.00 20.77 -1743.88 13.24 -39.90 -0.49 15.84 111111 243 0.00 -4.81 0.00 0.00 0.00 0.00 -1.63 -3338.66 -16.76 -14.34 0.64 -0.79 111111 251 0.00 -4.81 0.00 0.00 0.00 0.00 -9.98 -1658.94 -30.72 5.60 -0.63 -1.94 111111 252 0.00 -4.81 0.00 0.00 0.00 0.00 17.31 -2490.55 5.14 -12.15 -0.21 11.76 111111 253 0.00 -4.81 0.00 0.00 0.00 0.00 20.20 -2649.17 -28.14 -3.83 -0.26 12.03 111111 254 0.00 -4.81 0.00 0.00 0.00 0.00 19.70 -2434.53 17.63 -22.89 -0.15 12.73 111111 255 0.00 -4.81 0.00 0.00 0.00 0.00

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19.16 -2185.10 -51.81 -2.50 -0.27 14.12 111111 256 0.00 -4.81 0.00 0.00 0.00 0.00 45.05 -1841.09 16.35 -32.33 -0.14 31.55 111111 275 0.00 -4.81 0.00 0.00 0.00 0.00 83.41 -2364.63 92.99 -15.82 -0.28 38.10 111111 276 0.00 -4.81 0.00 0.00 0.00 0.00 -18.75 -2496.53 -5.23 1.08 -0.28 -0.12 111111 277 0.00 -4.81 0.00 0.00 0.00 0.00 39.99 -2176.37 -30.19 2.70 0.34 9.41 111111 278 0.00 -4.81 0.00 0.00 0.00 0.00 -44.70 -1846.60 -10.64 -23.84 0.32 -15.51 111111 279 0.00 -4.81 0.00 0.00 0.00 0.00 34.56 -1672.79 -9.89 -21.56 -0.57 9.88 111111 299 0.00 -4.81 0.00 0.00 0.00 0.00 -26.00 -3305.77 4.59 -11.44 0.21 -3.33 111111 300 0.00 -4.81 0.00 0.00 0.00 0.00 -7.78 -2263.64 -15.38 -30.37 -0.23 -1.01 111111 305 0.00 -4.81 0.00 0.00 0.00 0.00 -21.73 -3146.38 -45.55 1.87 -0.37 -20.50 111111 306 0.00 -4.81 0.00 0.00 0.00 0.00 9.63 -3130.08 -12.90 -25.51 -0.13 0.01 111111 311 0.00 -4.81 0.00 0.00 0.00 0.00 -23.07 -2709.42 33.84 -28.39 0.18 -20.76 111111 312 0.00 -4.81 0.00 0.00 0.00 0.00 9.41 -2871.67 -8.55 -22.63 -0.24 0.85 111111 317 0.00 -4.81 0.00 0.00 0.00 0.00 -21.07 -1694.07 -7.65 -10.77 0.09 -25.14 111111 318 0.00 -4.81 0.00 0.00 0.00 0.00 12.47 -2182.61 -9.46 -21.12 -0.19 1.92 111111 323 0.00 -4.81 0.00 0.00 0.00 0.00 3.47 -4573.66 -179.92 73.64 -0.54 29.20 111111 328 0.00 -4.81 0.00 0.00 0.00 0.00 46.59 -4613.24 -28.57 16.29 -0.06 34.00 111111 333 0.00 -4.81 0.00 0.00 0.00 0.00 15.25 -5625.96 -29.27 26.24 0.17 15.14 111111 STAAD SPACE -- PAGE NO. 81

360 0.00 -15.10 0.00 0.00 0.00 0.00

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-18.84 -5735.74 154.66 -283.12 27.07 -25.80 111111 361 0.00 -15.10 0.00 0.00 0.00 0.00 346.82 -5804.45 -264.79 -392.19 -30.79 -103.81 111111 392 0.00 -14.72 0.00 0.00 0.00 0.00 512.76 -7979.86 -188.49 -108.48 -45.70 -909.64 111111 646 0.00 -15.10 0.00 0.00 0.00 0.00 -637.70 -11629.77 -91.37 -249.19 -6.04 1007.14 111111 656 0.00 -4.81 0.00 0.00 0.00 0.00 -122.66 -2131.30 -73.63 -43.87 -0.24 -80.16 111111 FOR LOADING - 2APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 13 0.00000E+00-7.71496E+02-6.13869E+01-2.00347E+02 0.00000E+00-5.82000E+01 14 0.00000E+00-8.24100E+02-6.01330E+01-2.01751E+02 0.00000E+00 0.00000E+00 15 0.00000E+00-8.24100E+02-6.01330E+01-2.01751E+02 0.00000E+00 0.00000E+00 16 0.00000E+00-8.24100E+02-6.01330E+01-2.01751E+02 0.00000E+00 0.00000E+00 17 0.00000E+00-8.24100E+02-6.01330E+01-2.01751E+02 0.00000E+00 0.00000E+00 18 5.63603E-02-6.61364E+02-4.17760E+01-4.64136E+01 0.00000E+00 2.68244E+02 39 0.00000E+00-1.25345E+03-1.32977E+02-2.91547E+02 0.00000E+00 3.50102E+00 40 0.00000E+00-1.69141E+03-2.07124E+02-1.21614E+03 0.00000E+00 0.00000E+00 41 0.00000E+00-1.69141E+03-2.07124E+02-1.21614E+03 0.00000E+00 0.00000E+00 42 0.00000E+00-1.69141E+03-2.07124E+02-1.21614E+03 0.00000E+00 0.00000E+00 43 0.00000E+00-1.69141E+03-2.07124E+02-1.21614E+03 0.00000E+00 0.00000E+00 44 0.00000E+00-1.69141E+03-2.07124E+02-1.21614E+03 0.00000E+00 0.00000E+00 45 0.00000E+00-1.69141E+03-2.07124E+02-1.21614E+03 0.00000E+00 0.00000E+00 46 0.00000E+00-1.69141E+03-2.07124E+02-1.21614E+03 0.00000E+00 0.00000E+00 47 3.82151E-02-1.42321E+03-1.69216E+02-6.13214E+02 0.00000E+00-2.62384E-01 48 9.20603E-03-9.70913E+02-9.88966E+01 6.13654E+01 0.00000E+00-1.49863E+01 55 0.00000E+00-3.69750E+01 0.00000E+00 0.00000E+00 0.00000E+00 6.17277E-02 56 0.00000E+00-3.25815E+01 0.00000E+00 0.00000E+00 0.00000E+00 4.06726E+00 57 0.00000E+00-3.68433E+01 0.00000E+00 2.73138E-03 0.00000E+00-2.50498E+00 74 0.00000E+00-6.67649E+02-6.39869E+01 6.89817E+01 0.00000E+00-2.04150E+01 75 0.00000E+00-1.45265E+03-1.75310E+02 1.38995E+03 0.00000E+00 0.00000E+00 76 0.00000E+00-1.45265E+03-1.75310E+02 1.38995E+03 0.00000E+00 0.00000E+00 77 0.00000E+00-1.45265E+03-1.75310E+02 1.38995E+03 0.00000E+00 0.00000E+00 78 0.00000E+00-1.45265E+03-1.75310E+02 1.38995E+03 0.00000E+00 0.00000E+00 79 0.00000E+00-1.45265E+03-1.75310E+02 1.38995E+03 0.00000E+00 0.00000E+00 80 0.00000E+00-1.45265E+03-1.75310E+02 1.38995E+03 0.00000E+00 0.00000E+00 81 0.00000E+00-4.21685E+01 0.00000E+00 0.00000E+00 0.00000E+00 8.50399E+00 90 0.00000E+00-2.02880E+02 3.55000E+01-7.04708E+01 0.00000E+00-7.21936E+00 91 0.00000E+00-8.67442E+02 3.15108E+01-4.71939E+01 0.00000E+00-1.11609E+02 92 0.00000E+00-9.83841E+02 3.67582E+01-6.13176E+01 0.00000E+00 0.00000E+00 93 0.00000E+00-9.83841E+02 3.67582E+01-6.13176E+01 0.00000E+00 0.00000E+00 94 0.00000E+00-9.83841E+02 3.67582E+01-6.13176E+01 0.00000E+00 0.00000E+00 95 0.00000E+00-9.83841E+02 3.67582E+01-6.13176E+01 0.00000E+00 0.00000E+00 96 0.00000E+00-9.18291E+02 3.67582E+01-6.13176E+01 0.00000E+00 3.27750E+01 97 0.00000E+00-5.56939E+02-1.64918E+01 4.43843E+01 0.00000E+00 7.06714E+01 112 0.00000E+00-6.69116E+02 1.00902E+02-1.25082E+02 0.00000E+00-1.07065E+02 113 0.00000E+00-1.07113E+03 1.57554E+02-2.06164E+02 0.00000E+00 1.09875E-04 114 0.00000E+00-1.07113E+03 1.57554E+02-2.06164E+02 0.00000E+00 0.00000E+00 115 0.00000E+00-1.07113E+03 1.57554E+02-2.06164E+02 0.00000E+00 0.00000E+00

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116 0.00000E+00-1.07113E+03 1.57554E+02-2.06164E+02 0.00000E+00 0.00000E+00 117 0.00000E+00-1.07113E+03 1.57554E+02-2.06164E+02 0.00000E+00 0.00000E+00 118 0.00000E+00-1.05328E+03 1.63172E+02-2.22965E+02 0.00000E+00 4.40253E+01 STAAD SPACE -- PAGE NO. 82

APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 131 0.00000E+00-1.88579E+02 0.00000E+00 8.22879E+01 0.00000E+00-2.25171E+01 132 0.00000E+00-3.70631E+01 0.00000E+00-6.78911E-01 0.00000E+00-3.40054E+00 133 0.00000E+00-3.68448E+01 0.00000E+00 1.01876E+00 0.00000E+00 5.10054E+00 134 0.00000E+00-3.69759E+01 0.00000E+00-6.27350E-01 0.00000E+00-3.14259E+00 135 0.00000E+00-3.54516E+01 0.00000E+00-9.43015E-01 0.00000E+00-4.72216E+00 136 0.00000E+00-3.75854E+01 0.00000E+00-4.47323E-01 0.00000E+00-2.24133E+00 151 0.00000E+00-5.56597E+02 7.93553E+01 1.84532E+02 0.00000E+00-9.56813E+01 152 0.00000E+00-8.96344E+02 1.25232E+02 2.95339E+02 0.00000E+00 1.09875E-05 153 0.00000E+00-8.96344E+02 1.25232E+02 2.95339E+02 0.00000E+00 1.09875E-05 154 0.00000E+00-1.27552E+03 1.41820E+02 3.03365E+02 0.00000E+00-4.24188E+02 155 0.00000E+00-8.24100E+02-6.01330E+01-2.01751E+02 0.00000E+00 0.00000E+00 156 0.00000E+00-8.24100E+02-6.01330E+01-2.01751E+02 0.00000E+00 0.00000E+00 157 0.00000E+00-8.24100E+02-6.01330E+01-2.01751E+02 0.00000E+00 0.00000E+00 158 0.00000E+00-8.24100E+02-6.01330E+01-2.01751E+02 0.00000E+00 0.00000E+00 159 0.00000E+00-1.01844E+03-6.40721E+01-2.02927E+02 0.00000E+00-1.69009E+02 160 0.00000E+00-8.96344E+02 1.25232E+02 2.95339E+02 0.00000E+00 1.09875E-04 161 0.00000E+00-8.96344E+02 1.25232E+02 2.95339E+02 0.00000E+00 1.09875E-05 162 0.00000E+00-8.96344E+02 1.25232E+02 2.95339E+02 0.00000E+00 1.09875E-05 163 0.00000E+00-1.27037E+03-1.58810E+02 1.43434E+03 0.00000E+00 4.37710E+01 172 0.00000E+00-2.79830E+02 0.00000E+00-1.54731E+02 0.00000E+00-1.55196E+02 173 0.00000E+00-7.26507E+02 0.00000E+00-3.67789E+02 0.00000E+00-2.61766E+02 174 0.00000E+00-1.57628E+03 0.00000E+00-1.33170E+03 0.00000E+00 7.04092E+02 175 0.00000E+00-3.74772E+02 0.00000E+00-1.89535E+02 0.00000E+00-1.02092E+02 190 0.00000E+00-8.47924E+02 0.00000E+00 1.26962E+02 0.00000E+00-1.25683E+02 191 0.00000E+00-2.08843E+03 0.00000E+00 1.76684E+02 0.00000E+00-1.73991E+02 192 0.00000E+00-1.81715E+03 0.00000E+00-2.82567E+02 0.00000E+00-3.85819E+02 193 0.00000E+00-1.97863E+03 0.00000E+00-2.96697E+02 0.00000E+00 2.99251E+02 194 0.00000E+00-7.48641E+02 0.00000E+00-8.68869E+01 0.00000E+00 8.80826E+01 207 0.00000E+00-4.23679E+02 0.00000E+00 2.17485E+02 0.00000E+00 9.11670E+01 208 0.00000E+00-7.34826E+02 0.00000E+00 2.52892E+02 0.00000E+00 3.74052E+02 209 0.00000E+00-3.12848E+02 0.00000E+00-6.21817E+00 0.00000E+00 5.09665E+00 210 0.00000E+00-1.75259E+02 0.00000E+00 1.81750E+01 0.00000E+00-1.81772E+01 211 0.00000E+00-7.25588E+02 0.00000E+00 3.48984E+02 0.00000E+00 2.76069E+02 212 0.00000E+00-3.73858E+02 0.00000E+00 1.01779E+02 0.00000E+00 1.88648E+02 233 0.00000E+00-2.78158E+02 0.00000E+00-1.95599E-01 0.00000E+00-4.17145E+01 234 0.00000E+00-7.91883E+01 0.00000E+00 1.77473E+01 0.00000E+00 3.42924E-02 247 0.00000E+00-8.05659E+01 0.00000E+00-1.75993E+01 0.00000E+00-3.16200E-02 263 0.00000E+00-7.45920E+01 0.00000E+00 1.51147E+01 0.00000E+00 3.77601E+00 264 0.00000E+00-1.91612E+02 0.00000E+00 8.86924E-02 0.00000E+00 2.81336E+01 265 0.00000E+00-1.82477E+02 0.00000E+00 7.04424E+00 0.00000E+00 2.15741E+01 266 0.00000E+00-1.60700E+02 0.00000E+00-1.62654E+01 0.00000E+00 2.12997E+01 267 0.00000E+00-1.55697E+02 0.00000E+00 4.60585E+00 0.00000E+00 2.62381E+01 268 0.00000E+00-9.00038E+01 0.00000E+00-1.11673E+01 0.00000E+00 1.78170E+01 287 0.00000E+00-1.81679E+02 0.00000E+00 5.88366E+00 0.00000E+00 2.26632E+01 288 0.00000E+00-2.05608E+02 0.00000E+00 3.01096E+01 0.00000E+00 9.68568E+00 289 0.00000E+00-1.69725E+02 0.00000E+00 3.01096E+01 0.00000E+00 1.13380E+01 290 0.00000E+00-9.91200E+01 0.00000E+00 0.00000E+00 0.00000E+00-1.96362E+01 291 0.00000E+00-9.91199E+01 0.00000E+00 0.00000E+00 0.00000E+00 1.98239E+01 303 0.00000E+00-4.14122E+02 0.00000E+00 6.74295E+00 0.00000E+00-4.71614E+00

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304 0.00000E+00-3.04698E+02 0.00000E+00 3.08995E+01 0.00000E+00 7.31944E+00 309 0.00000E+00-2.66078E+02 0.00000E+00-2.53379E+01 0.00000E+00-2.81303E+01 310 0.00000E+00-3.79549E+02 0.00000E+00 1.45044E+01 0.00000E+00 6.55617E+00 315 0.00000E+00-2.04684E+02 0.00000E+00 5.88249E+00 0.00000E+00-2.74158E+01 STAAD SPACE -- PAGE NO. 83

APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 316 0.00000E+00-3.34680E+02 0.00000E+00-3.22033E+01 0.00000E+00 6.11610E+00 321 0.00000E+00-1.59970E+02 0.00000E+00-1.55469E+01 0.00000E+00-2.69138E+01 322 0.00000E+00-2.29352E+02 0.00000E+00-1.26385E+01 0.00000E+00 6.71712E-01 327 0.00000E+00-2.42396E+02 0.00000E+00-6.24861E-01 0.00000E+00 7.29578E+01 332 0.00000E+00-5.29133E+02 0.00000E+00 7.60284E+01 0.00000E+00 1.98677E+01 337 0.00000E+00-6.54956E+02 0.00000E+00-1.07695E+01 0.00000E+00 2.07039E+01 338 0.00000E+00-8.14459E+01 0.00000E+00 8.00730E-03 0.00000E+00-4.76540E+01 342 0.00000E+00-2.10483E+02 0.00000E+00-1.54081E+00 0.00000E+00 3.08954E+01 344 0.00000E+00-1.85157E+02 0.00000E+00-1.89146E+01 0.00000E+00 1.84582E+01 346 0.00000E+00-2.82892E+02 0.00000E+00 5.09687E+01 0.00000E+00-8.21909E+01 348 0.00000E+00-3.65478E+02 0.00000E+00-1.03606E+02 0.00000E+00 8.22850E+00 350 0.00000E+00-4.69982E+02 0.00000E+00-1.60124E+02 0.00000E+00-5.02627E+01 352 0.00000E+00-4.80403E+02 0.00000E+00 1.54995E+02 0.00000E+00-5.07783E+01 354 0.00000E+00-5.18517E+01 0.00000E+00 1.46904E-02 0.00000E+00-1.78171E+01 364-3.89584E+01-6.16863E+02-3.91166E+01-2.83795E+02 0.00000E+00-9.13313E+01 365-3.89584E+01-6.16871E+02-3.91166E+01 9.09411E+01 0.00000E+00 2.83405E+02 368 0.00000E+00-2.73178E+02 0.00000E+00-1.35138E+02 0.00000E+00-1.35138E+02 369 0.00000E+00-2.34513E+01 0.00000E+00 5.52713E-01 0.00000E+00 5.52722E-01 370-3.35017E+01-2.58589E+02-3.36378E+01 9.93036E+01 0.00000E+00-9.74364E+01 371-3.35017E+01-4.90446E+02-3.36378E+01 2.33674E+02 0.00000E+00 3.69335E+01 373 0.00000E+00-8.45878E+02 0.00000E+00-3.80293E+02 0.00000E+00-3.38986E+02 374 0.00000E+00-9.08374E+02 0.00000E+00 1.06162E+03 0.00000E+00-1.06162E+03 378 0.00000E+00-6.25537E+02 2.86948E+01-2.25049E+01 0.00000E+00 5.23337E+02 380 0.00000E+00-1.52951E+02 0.00000E+00 5.55097E+01 0.00000E+00-5.55107E+01 382 0.00000E+00-1.81433E+02 0.00000E+00 2.71898E-03 0.00000E+00 6.68247E+01 384 0.00000E+00-1.78603E+02 0.00000E+00 5.00948E+01 0.00000E+00-5.00959E+01 386 0.00000E+00-1.76398E+02 0.00000E+00 4.39830E-03 0.00000E+00 5.96785E+01 391 0.00000E+00-1.07037E+03-1.27200E+02 3.82491E+02 0.00000E+00 5.11110E+01 393 0.00000E+00-1.57687E+02 0.00000E+00 1.57677E-02 0.00000E+00 7.12063E+01 394 9.20603E-03-3.51422E+02-4.96595E+01 1.61865E+02 0.00000E+00 3.00071E-02 395 3.81498E-02-8.55336E+02-1.20885E+02 8.31410E+02 0.00000E+00 2.62383E-01 401 5.60313E-02-1.89860E+02-2.67837E+01 6.67300E+01 0.00000E+00 1.39599E-01 402 0.00000E+00-1.76375E+03 0.00000E+00 3.41051E+01 0.00000E+00-3.14855E+01 403 0.00000E+00-8.70296E+02 0.00000E+00 3.17624E+02 0.00000E+00 3.34720E+02 404 0.00000E+00-8.16500E+02 0.00000E+00 3.10331E+02 0.00000E+00 3.58053E+02 408 0.00000E+00-9.37117E+01-1.32099E+01-1.80937E+01 0.00000E+00 0.00000E+00 410 0.00000E+00-5.57753E+01 1.39769E+01 1.10209E+01 0.00000E+00 0.00000E+00 411 0.00000E+00-8.51925E+01-1.20090E+01-1.64488E+01 0.00000E+00 0.00000E+00 412 0.00000E+00-8.51925E+01-1.20090E+01-1.64488E+01 0.00000E+00 0.00000E+00 413 0.00000E+00-8.51925E+01-1.20090E+01-1.64488E+01 0.00000E+00 0.00000E+00 414 0.00000E+00-8.51925E+01-1.20090E+01-1.64488E+01 0.00000E+00 0.00000E+00 415 0.00000E+00-8.51925E+01-1.20090E+01-1.64488E+01 0.00000E+00 0.00000E+00 416 0.00000E+00-8.51925E+01-1.20090E+01-1.64488E+01 0.00000E+00 0.00000E+00 417 0.00000E+00-8.51925E+01-1.20090E+01-1.64488E+01 0.00000E+00 0.00000E+00 418 0.00000E+00-8.51925E+01-1.20090E+01-1.64488E+01 0.00000E+00 0.00000E+00 419 0.00000E+00-1.05241E+02-1.48351E+01-2.03198E+01 0.00000E+00 0.00000E+00 420 0.00000E+00-1.05241E+02-1.48351E+01-2.03198E+01 0.00000E+00 0.00000E+00 421 0.00000E+00-8.36629E+01 2.09654E+01 1.65313E+01 0.00000E+00 0.00000E+00

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422 0.00000E+00-8.36629E+01 2.09654E+01 1.65313E+01 0.00000E+00 0.00000E+00 423 0.00000E+00-8.36629E+01 2.09654E+01 1.65313E+01 0.00000E+00 0.00000E+00 424 0.00000E+00-8.36629E+01 2.09654E+01 1.65313E+01 0.00000E+00 0.00000E+00 425 0.00000E+00-8.36629E+01 2.09654E+01 1.65313E+01 0.00000E+00 0.00000E+00 426 0.00000E+00-1.27447E+02 3.19373E+01 2.51827E+01 0.00000E+00 0.00000E+00 STAAD SPACE -- PAGE NO. 84

APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 427 0.00000E+00-1.14507E+02 2.86947E+01 2.26259E+01 0.00000E+00 0.00000E+00 429 0.00000E+00-1.06200E+02 0.00000E+00 0.00000E+00 0.00000E+00-3.18600E+01 430 0.00000E+00-1.70370E+02 0.00000E+00 0.00000E+00 0.00000E+00-5.11110E+01 431 0.00000E+00-1.99170E+02 0.00000E+00 0.00000E+00 0.00000E+00-5.97510E+01 432 0.00000E+00-1.37250E+02 0.00000E+00 0.00000E+00 0.00000E+00-4.11750E+01 434 0.00000E+00-4.16249E+01 0.00000E+00 0.00000E+00 0.00000E+00-3.46874E+00 435 0.00000E+00-4.54249E+01 0.00000E+00 0.00000E+00 0.00000E+00-3.78540E+00 436 0.00000E+00-1.82000E+01 0.00000E+00 0.00000E+00 0.00000E+00-1.51666E+00 438-5.45892E+00-3.54348E+01-5.48103E+00-2.14264E+00 0.00000E+00 2.13400E+00 439-5.45892E+00-3.54348E+01-5.48103E+00-2.14264E+00 0.00000E+00 2.13400E+00 441 0.00000E+00-2.96959E+01 0.00000E+00 1.75056E+00 0.00000E+00 1.75057E+00 442 0.00000E+00-2.97038E+01 0.00000E+00-1.75054E+00 0.00000E+00-1.75053E+00 446 0.00000E+00-3.31283E+02 0.00000E+00-3.31872E+02 0.00000E+00 4.96833E+00 448 0.00000E+00-1.58564E+02 0.00000E+00-8.34610E+01 0.00000E+00 1.62948E+01 450 0.00000E+00-3.32067E+02 0.00000E+00 3.32936E+02 0.00000E+00 5.62648E+00 451 0.00000E+00-2.00405E+02 0.00000E+00-9.07515E+01 0.00000E+00-4.95200E+00 452 0.00000E+00-2.31159E+02 0.00000E+00 9.08572E+01 0.00000E+00 5.91819E-01 453 0.00000E+00-2.17013E+02 0.00000E+00-9.96714E+01 0.00000E+00 3.82093E+00 454 0.00000E+00-2.36719E+02 0.00000E+00 9.96714E+01 0.00000E+00 7.05418E-02 455 0.00000E+00-2.23877E+02 0.00000E+00-1.09009E+02 0.00000E+00-3.97651E+00 456 0.00000E+00-2.13218E+02 0.00000E+00 1.10042E+02 0.00000E+00 5.19237E+00 457 0.00000E+00-2.49999E+02 0.00000E+00-1.18748E+02 0.00000E+00-1.76266E-03 458 0.00000E+00-2.44604E+02 0.00000E+00 1.18394E+02 0.00000E+00-1.76863E+00 459 0.00000E+00-2.57385E+02 0.00000E+00-1.28921E+02 0.00000E+00-8.24697E-03 460 0.00000E+00-2.58865E+02 0.00000E+00 1.28921E+02 0.00000E+00 8.11635E-03 461 0.00000E+00-2.64771E+02 0.00000E+00-1.39513E+02 0.00000E+00-1.55803E-02 462 0.00000E+00-2.65381E+02 0.00000E+00 1.39561E+02 0.00000E+00 2.59371E-01 463 0.00000E+00-2.72166E+02 0.00000E+00-1.50536E+02 0.00000E+00-5.54921E-02 464 0.00000E+00-2.35931E+02 0.00000E+00 1.49468E+02 0.00000E+00-5.28884E+00 465 0.00000E+00-2.79553E+02 0.00000E+00-1.61964E+02 0.00000E+00-6.51036E-02 466 0.00000E+00-2.81032E+02 0.00000E+00 1.61964E+02 0.00000E+00 6.52301E-02 467 0.00000E+00-2.82546E+02 0.00000E+00-1.73810E+02 0.00000E+00 1.09597E+00 468 0.00000E+00-2.88418E+02 0.00000E+00 1.73810E+02 0.00000E+00 7.49035E-02 469 0.00000E+00-2.57346E+02 0.00000E+00-1.86067E+02 0.00000E+00-5.39716E+00 470 0.00000E+00-2.65827E+02 0.00000E+00 1.87088E+02 0.00000E+00 5.27805E+00 471 0.00000E+00-3.01699E+02 0.00000E+00-1.98733E+02 0.00000E+00-1.35140E-01 472 0.00000E+00-2.95392E+02 0.00000E+00 1.98338E+02 0.00000E+00-1.84417E+00 473 0.00000E+00-3.09085E+02 0.00000E+00-2.11833E+02 0.00000E+00-1.48940E-01 474 0.00000E+00-3.10565E+02 0.00000E+00 2.11833E+02 0.00000E+00 1.49438E-01 475 0.00000E+00-3.16471E+02 0.00000E+00-2.25351E+02 0.00000E+00-1.61702E-01 476 0.00000E+00-3.17949E+02 0.00000E+00 2.25351E+02 0.00000E+00 1.61702E-01 477 0.00000E+00-3.23858E+02 0.00000E+00-2.39286E+02 0.00000E+00-1.74957E-01 478 0.00000E+00-2.87622E+02 0.00000E+00 2.40354E+02 0.00000E+00 5.51904E+00 479 0.00000E+00-3.31235E+02 0.00000E+00-2.53623E+02 0.00000E+00-1.45786E-01 480 0.00000E+00-3.29617E+02 0.00000E+00 2.53498E+02 0.00000E+00-4.77188E-01 481 0.00000E+00-3.38622E+02 0.00000E+00-2.68395E+02 0.00000E+00-1.58802E-01 482 0.00000E+00-3.39720E+02 0.00000E+00 2.68394E+02 0.00000E+00 1.57680E-01

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483 0.00000E+00-3.18642E+02 0.00000E+00-2.83575E+02 0.00000E+00 4.70725E+00 484 0.00000E+00-3.20331E+02 0.00000E+00 2.84551E+02 0.00000E+00 5.07420E+00 485 0.00000E+00-3.42185E+02 0.00000E+00-2.99217E+02 0.00000E+00-2.58338E+00 486 0.00000E+00-3.43114E+02 0.00000E+00 2.98688E+02 0.00000E+00-2.46506E+00 487 0.00000E+00-3.60828E+02 0.00000E+00-3.15322E+02 0.00000E+00-2.05640E-01 488 0.00000E+00-3.61924E+02 0.00000E+00 3.15319E+02 0.00000E+00 1.93022E-01 STAAD SPACE -- PAGE NO. 85

APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 524 0.00000E+00-2.15400E+02 0.00000E+00 0.00000E+00 0.00000E+00-4.27800E+01 567 0.00000E+00-1.64609E+02 0.00000E+00 1.59112E-01 0.00000E+00 1.05514E+02 648 0.00000E+00-2.92915E+02 0.00000E+00-2.08365E-01 0.00000E+00-4.12205E+01 652 0.00000E+00-2.34464E+01 0.00000E+00-1.38138E+00 0.00000E+00-1.38137E+00 655 0.00000E+00-7.03287E+00 0.00000E+00 1.24440E-01 0.00000E+00 1.24435E-01 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 2 LOADTYPE LIVE REDUCIBLE TITLE CVM (CARGA VIVA MAXIMA) CENTER OF FORCE BASED ON X FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.557522509E+02 Y = 0.371538394E+01 Z = 0.177983710E+02 CENTER OF FORCE BASED ON Y FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.321732175E+02 Y = 0.466172957E+01 Z = 0.129374891E+02 CENTER OF FORCE BASED ON Z FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.399265492E+02 Y = 0.481195139E+01 Z = 0.317556388E+02 ***TOTAL APPLIED LOAD ( KG METE ) SUMMARY (LOADING 2 ) SUMMATION FORCE-X = -155.63 SUMMATION FORCE-Y = -103033.61 SUMMATION FORCE-Z = -2052.24 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 1323120.79 MY= 79169.01 MZ= -3314344.35 ***TOTAL REACTION LOAD( KG METE ) SUMMARY (LOADING 2 ) SUMMATION FORCE-X = 155.63 SUMMATION FORCE-Y = 103033.61 SUMMATION FORCE-Z = 2052.24 SUMMATION OF MOMENTS AROUND THE ORIGIN-

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MX= -1323120.80 MY= -79169.08 MZ= 3314344.31 STAAD SPACE -- PAGE NO. 86

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 2) MAXIMUMS AT NODE X = 4.19291E-02 141 Y = -2.80195E-01 446 Z = 7.77890E-02 141 RX= -9.00084E-04 446 RY= 5.64252E-05 481 RZ= -1.71364E-03 450 EXTERNAL AND INTERNAL JOINT LOAD SUMMARY ( KG METE )- JT EXT FX/ EXT FY/ EXT FZ/ EXT MX/ EXT MY/ EXT MZ/ INT FX INT FY INT FZ INT MX INT MY INT MZ SUPPORT=1 1 0.00 0.00 0.00 0.00 0.00 0.00 -45.99 -1194.84 -48.95 -112.77 5.67 58.13 111111 2 0.00 0.00 0.00 0.00 0.00 0.00 13.66 -1372.84 -80.36 -177.87 0.32 -32.12 111111 3 0.00 0.00 0.00 0.00 0.00 0.00 7.54 -1325.25 -85.97 -190.26 1.37 -13.95 111111 4 0.00 0.00 0.00 0.00 0.00 0.00 13.62 -1232.23 -93.47 -207.89 -0.04 -31.33 111111 5 0.00 0.00 0.00 0.00 0.00 0.00 -44.26 -1534.49 -102.80 -221.53 5.74 78.52 111111 6 0.00 0.00 0.00 0.00 0.00 0.00 173.76 -950.70 -82.47 -161.61 -15.61 -248.01 111111 19 0.00 0.00 0.00 0.00 0.00 0.00 22.82 -1657.74 -7.54 -22.80 -1.52 -43.14 111111 20 0.00 0.00 0.00 0.00 0.00 0.00 0.92 -1854.49 68.54 68.27 1.35 3.87 111111 21 0.00 0.00 0.00 0.00 0.00 0.00 4.35 -1978.21 57.95 97.90 0.52 -11.93 111111 22 0.00 0.00 0.00 0.00 0.00 0.00 4.51 -1960.42 85.99 91.40 0.66 -9.36 111111 23 0.00 0.00 0.00 0.00 0.00 0.00 4.39 -1967.54 56.11 93.61 0.60 -9.43 111111 24 0.00 0.00 0.00 0.00 0.00 0.00

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3.67 -1960.33 83.39 84.30 0.59 -9.89 111111 25 0.00 0.00 0.00 0.00 0.00 0.00 -1.90 -2071.19 69.05 118.16 1.09 0.12 111111 26 0.00 0.00 0.00 0.00 0.00 0.00 -3.16 -2088.10 123.08 141.82 1.22 4.09 111111 27 0.00 0.00 0.00 0.00 0.00 0.00 2.56 -1936.55 73.05 104.15 -0.05 -14.32 111111 28 0.00 0.00 0.00 0.00 0.00 0.00 -14.91 -1930.96 16.63 -18.46 1.60 23.63 111111 49 0.00 0.00 0.00 0.00 0.00 0.00 -39.02 -1476.88 87.71 176.21 -2.39 -35.73 111111 50 0.00 0.00 0.00 0.00 0.00 0.00 41.43 -2104.67 158.20 289.31 -3.40 -154.58 111111 51 0.00 0.00 0.00 0.00 0.00 0.00 -56.07 -2369.21 217.88 363.04 20.31 -13.34 111111 58 0.00 0.00 0.00 0.00 0.00 0.00 3.20 -1083.30 -20.09 -36.49 0.21 -12.97 111111 STAAD SPACE -- PAGE NO. 87

59 0.00 0.00 0.00 0.00 0.00 0.00 -3.35 -1965.78 -87.49 -186.52 1.42 11.10 111111 60 0.00 0.00 0.00 0.00 0.00 0.00 -0.31 -2089.40 -80.11 -199.97 0.54 -1.94 111111 61 0.00 0.00 0.00 0.00 0.00 0.00 0.41 -2052.84 -102.96 -218.53 0.61 -1.02 111111 62 0.00 0.00 0.00 0.00 0.00 0.00 0.69 -2055.76 -85.09 -213.31 0.70 -0.31 111111 63 0.00 0.00 0.00 0.00 0.00 0.00 -1.26 -1931.25 -108.59 -231.40 0.30 -9.48 111111 64 0.00 0.00 0.00 0.00 0.00 0.00 -28.73 -2436.91 -109.72 -253.80 4.02 46.06 111111 65 0.00 0.00 0.00 0.00 0.00 0.00 -82.72 -2312.95 -158.90 -331.10 -7.30 130.27 111111 82 0.00 0.00 0.00 0.00 0.00 0.00 -24.18 -345.91 -19.16 -55.32 -4.71 46.03 111111 98 0.00 0.00 0.00 0.00 0.00 0.00 -16.83 -781.06 -28.16 -65.41 -2.65 34.72 111111 99 0.00 0.00 0.00 0.00 0.00 0.00

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-2.67 -1535.85 -13.51 -53.94 0.70 -1.16 111111 100 0.00 0.00 0.00 0.00 0.00 0.00 -0.56 -1429.84 -33.88 -79.11 0.21 1.90 111111 101 0.00 0.00 0.00 0.00 0.00 0.00 -0.92 -1461.13 -28.46 -64.65 0.15 2.43 111111 102 0.00 0.00 0.00 0.00 0.00 0.00 -0.84 -1405.65 -32.65 -76.48 0.14 1.95 111111 103 0.00 0.00 0.00 0.00 0.00 0.00 -0.44 -1458.97 -26.93 -61.55 -0.16 2.94 111111 104 0.00 0.00 0.00 0.00 0.00 0.00 2.92 -1340.60 -33.99 -81.61 0.27 -6.31 111111 119 0.00 0.00 0.00 0.00 0.00 0.00 37.80 -302.93 -6.61 27.44 4.74 -57.67 111111 120 0.00 0.00 0.00 0.00 0.00 0.00 33.48 -944.84 -31.53 -1.56 0.73 -48.97 111111 121 0.00 0.00 0.00 0.00 0.00 0.00 36.02 -1033.34 -97.23 -68.49 0.55 -58.98 111111 122 0.00 0.00 0.00 0.00 0.00 0.00 38.39 -1011.55 -61.41 -52.01 0.14 -72.38 111111 123 0.00 0.00 0.00 0.00 0.00 0.00 -67.69 -1057.57 -134.08 -108.52 6.33 54.84 111111 124 0.00 0.00 0.00 0.00 0.00 0.00 -22.59 -1874.50 -132.53 -162.02 8.28 17.44 111111 143 0.00 0.00 0.00 0.00 0.00 0.00 -123.83 -1095.56 -62.69 -136.16 -18.65 183.08 111111 144 0.00 0.00 0.00 0.00 0.00 0.00 3.22 -2017.01 -64.22 -137.85 3.18 -18.07 111111 145 0.00 0.00 0.00 0.00 0.00 0.00 -4.79 -1937.55 -69.18 -146.96 -0.20 11.11 111111 146 0.00 0.00 0.00 0.00 0.00 0.00 -3.98 -2037.83 -63.41 -140.07 -0.17 5.93 111111 164 0.00 0.00 0.00 0.00 0.00 0.00 -6.32 -799.28 -32.74 -85.94 -0.03 10.24 111111 165 0.00 0.00 0.00 0.00 0.00 0.00 -96.41 -1640.87 38.53 47.08 -1.53 116.88 111111 166 0.00 0.00 0.00 0.00 0.00 0.00 -12.14 -1837.32 12.06 -3.51 -0.52 9.85 111111

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167 0.00 0.00 0.00 0.00 0.00 0.00 35.04 -534.21 -48.44 -89.16 -3.17 -51.86 111111 180 0.00 0.00 0.00 0.00 0.00 0.00 -109.27 -1601.34 -120.54 -228.04 -11.25 181.21 111111 181 0.00 0.00 0.00 0.00 0.00 0.00 26.83 -3121.31 -0.69 -9.32 -0.72 -55.84 111111 182 0.00 0.00 0.00 0.00 0.00 0.00 -79.78 -1764.76 -15.46 -101.57 -2.14 129.92 111111 183 0.00 0.00 0.00 0.00 0.00 0.00 13.47 -2144.97 -30.78 -69.21 -1.10 -31.42 111111 184 0.00 0.00 0.00 0.00 0.00 0.00 -1.49 -974.35 -52.87 -114.49 -1.97 14.99 111111 195 0.00 0.00 0.00 0.00 0.00 0.00 -4.20 -620.32 -58.25 -127.57 -1.72 0.92 111111 196 0.00 0.00 0.00 0.00 0.00 0.00 80.28 -2008.17 -141.24 -249.75 -1.39 -127.98 111111 197 0.00 0.00 0.00 0.00 0.00 0.00 -15.73 -1095.57 -24.46 -70.42 -0.07 26.43 111111 198 0.00 0.00 0.00 0.00 0.00 0.00 5.07 -579.92 -26.62 -72.44 -0.26 -11.68 111111 199 0.00 0.00 0.00 0.00 0.00 0.00 30.10 -1516.59 -68.07 -138.80 -0.56 -53.72 111111 200 0.00 0.00 0.00 0.00 0.00 0.00 15.78 -680.91 -70.88 -143.74 -2.67 -24.84 111111 219 0.00 0.00 0.00 0.00 0.00 0.00 0.36 1.28 -4.99 -8.72 -0.13 -3.42 111111 221 0.00 0.00 0.00 0.00 0.00 0.00 4.28 -356.52 -5.28 -11.41 0.00 -3.20 111111 222 0.00 0.00 0.00 0.00 0.00 0.00 -1.64 -79.95 -7.98 -3.73 0.03 -0.44 111111 223 0.00 0.00 0.00 0.00 0.00 0.00 -2.19 -56.48 -4.66 -6.80 -0.04 -1.58 111111 224 0.00 0.00 0.00 0.00 0.00 0.00 -0.79 0.25 -3.27 -7.03 -0.17 -0.17 111111 243 0.00 0.00 0.00 0.00 0.00 0.00 -3.71 -281.79 -9.63 -5.12 -0.05 -1.90 111111

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251 0.00 0.00 0.00 0.00 0.00 0.00 0.17 -90.06 -3.30 -6.73 -0.08 -0.20 111111 252 0.00 0.00 0.00 0.00 0.00 0.00 0.27 -153.87 -7.41 -4.25 -0.04 -0.72 111111 253 0.00 0.00 0.00 0.00 0.00 0.00 0.26 -179.12 -4.74 -4.61 -0.06 -0.69 111111 254 0.00 0.00 0.00 0.00 0.00 0.00 0.12 -166.66 -5.22 -4.11 -0.05 -0.54 111111 255 0.00 0.00 0.00 0.00 0.00 0.00 -0.20 -134.10 -6.97 -3.75 -0.05 -0.38 111111 256 0.00 0.00 0.00 0.00 0.00 0.00 1.26 -77.44 -2.80 -5.81 -0.04 0.55 111111 275 0.00 0.00 0.00 0.00 0.00 0.00 2.03 -104.05 -11.74 -4.42 0.01 0.13 111111 276 0.00 0.00 0.00 0.00 0.00 0.00 -0.04 -141.74 -5.64 -6.90 0.00 -0.19 111111 277 0.00 0.00 0.00 0.00 0.00 0.00 0.19 -148.06 -3.71 -7.29 0.05 -0.04 111111 278 0.00 0.00 0.00 0.00 0.00 0.00 0.27 -130.91 -4.30 -10.35 0.02 0.00 111111 STAAD SPACE -- PAGE NO. 89

279 0.00 0.00 0.00 0.00 0.00 0.00 0.34 -103.19 -4.06 -9.86 -0.06 -0.11 111111 299 0.00 0.00 0.00 0.00 0.00 0.00 2.82 -365.46 -8.33 -4.35 0.01 0.46 111111 300 0.00 0.00 0.00 0.00 0.00 0.00 0.80 -311.01 -5.56 -11.49 -0.04 -0.09 111111 305 0.00 0.00 0.00 0.00 0.00 0.00 0.23 -373.53 -4.57 -5.00 0.03 0.87 111111 306 0.00 0.00 0.00 0.00 0.00 0.00 0.13 -417.46 -5.07 -10.89 -0.04 -0.06 111111 311 0.00 0.00 0.00 0.00 0.00 0.00 0.02 -286.32 -5.56 -3.76 -0.02 0.93 111111 312 0.00 0.00 0.00 0.00 0.00 0.00 -0.07 -367.49 -4.02 -9.35 -0.03 0.07 111111 317 0.00 0.00 0.00 0.00 0.00 0.00 -0.09 -136.88 -5.51 -4.03 0.04 0.18 111111

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318 0.00 0.00 0.00 0.00 0.00 0.00 0.48 -212.86 -4.17 -9.51 -0.04 0.33 111111 323 0.00 0.00 0.00 0.00 0.00 0.00 3.32 -655.78 -6.96 -7.48 -0.01 -1.46 111111 328 0.00 0.00 0.00 0.00 0.00 0.00 0.25 -644.36 -7.64 -5.93 -0.01 -2.30 111111 333 0.00 0.00 0.00 0.00 0.00 0.00 -2.50 -795.68 -5.53 -4.89 -0.03 -1.26 111111 360 0.00 0.00 0.00 0.00 0.00 0.00 -12.24 -660.07 14.45 -41.02 9.66 24.30 111111 361 0.00 0.00 0.00 0.00 0.00 0.00 88.82 -702.23 -101.37 -183.93 -8.90 -107.32 111111 392 0.00 0.00 0.00 0.00 0.00 0.00 59.06 -1292.72 -43.32 -113.39 -4.85 -103.67 111111 646 0.00 0.00 0.00 0.00 0.00 0.00 -31.68 -662.59 -17.31 -65.11 -0.56 21.00 111111 656 0.00 0.00 0.00 0.00 0.00 0.00 -5.53 -60.31 -9.06 -7.20 0.01 -4.01 111111 FOR LOADING - 3APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 13 0.00000E+00-5.38926E+02-4.27959E+01-1.39450E+02 0.00000E+00-4.07640E+01 14 0.00000E+00-5.76983E+02-4.20878E+01-1.41202E+02 0.00000E+00 0.00000E+00 15 0.00000E+00-5.76983E+02-4.20878E+01-1.41202E+02 0.00000E+00 0.00000E+00 16 0.00000E+00-5.76983E+02-4.20878E+01-1.41202E+02 0.00000E+00 0.00000E+00 17 0.00000E+00-5.76983E+02-4.20878E+01-1.41202E+02 0.00000E+00 0.00000E+00 18 3.94605E-02-4.62933E+02-2.92464E+01-3.24961E+01 0.00000E+00 1.87739E+02 39 0.00000E+00-8.76168E+02-9.29093E+01-2.04876E+02 0.00000E+00 2.44801E+00 40 0.00000E+00-1.18395E+03-1.44982E+02-8.51322E+02 0.00000E+00 0.00000E+00 41 0.00000E+00-1.18395E+03-1.44982E+02-8.51322E+02 0.00000E+00 0.00000E+00 42 0.00000E+00-1.18395E+03-1.44982E+02-8.51322E+02 0.00000E+00 0.00000E+00 43 0.00000E+00-1.18395E+03-1.44982E+02-8.51322E+02 0.00000E+00 0.00000E+00 44 0.00000E+00-1.18395E+03-1.44982E+02-8.51322E+02 0.00000E+00 0.00000E+00 45 0.00000E+00-1.18395E+03-1.44982E+02-8.51322E+02 0.00000E+00 0.00000E+00 46 0.00000E+00-1.18395E+03-1.44982E+02-8.51322E+02 0.00000E+00 0.00000E+00 47 2.67455E-02-9.96094E+02-1.18430E+02-4.29163E+02 0.00000E+00-1.83634E-01 48 6.44493E-03-6.79769E+02-6.92420E+01 4.29914E+01 0.00000E+00-1.05026E+01 55 0.00000E+00-2.58825E+01 0.00000E+00 0.00000E+00 0.00000E+00 4.32094E-02 56 0.00000E+00-2.28071E+01 0.00000E+00 0.00000E+00 0.00000E+00 2.84708E+00 STAAD SPACE -- PAGE NO. 90

APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 57 0.00000E+00-2.57912E+01 0.00000E+00 1.91215E-03 0.00000E+00-1.75367E+00 74 0.00000E+00-4.67369E+02-4.47908E+01 4.82872E+01 0.00000E+00-1.42980E+01 75 0.00000E+00-1.01689E+03-1.22717E+02 9.72964E+02 0.00000E+00 2.74688E-06 76 0.00000E+00-1.01689E+03-1.22717E+02 9.72964E+02 0.00000E+00 2.74688E-06

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77 0.00000E+00-1.01689E+03-1.22717E+02 9.72964E+02 0.00000E+00 2.74688E-06 78 0.00000E+00-1.01689E+03-1.22717E+02 9.72964E+02 0.00000E+00 2.74688E-06 79 0.00000E+00-1.01689E+03-1.22717E+02 9.72964E+02 0.00000E+00 2.74688E-06 80 0.00000E+00-1.01689E+03-1.22717E+02 9.72964E+02 0.00000E+00 2.74688E-06 81 0.00000E+00-2.95240E+01 0.00000E+00 0.00000E+00 0.00000E+00 5.95401E+00 90 0.00000E+00-1.41965E+02 2.48500E+01-4.93296E+01 0.00000E+00-5.04760E+00 91 0.00000E+00-5.28330E+02 2.20576E+01-3.30357E+01 0.00000E+00-3.87300E+01 92 0.00000E+00-5.31038E+02 2.57307E+01-4.29223E+01 0.00000E+00 0.00000E+00 93 0.00000E+00-5.31038E+02 2.57307E+01-4.29223E+01 0.00000E+00 0.00000E+00 94 0.00000E+00-5.31038E+02 2.57307E+01-4.29223E+01 0.00000E+00 0.00000E+00 95 0.00000E+00-5.31038E+02 2.57307E+01-4.29223E+01 0.00000E+00 0.00000E+00 96 0.00000E+00-5.63888E+02 2.57307E+01-4.29223E+01 0.00000E+00-1.64250E+01 97 0.00000E+00-3.89706E+02-1.15443E+01 3.10690E+01 0.00000E+00 4.94456E+01 112 0.00000E+00-4.68336E+02 7.06420E+01-8.75892E+01 0.00000E+00-7.49001E+01 113 0.00000E+00-7.49697E+02 1.10309E+02-1.44378E+02 0.00000E+00 7.69126E-05 114 0.00000E+00-7.49697E+02 1.10309E+02-1.44378E+02 0.00000E+00 0.00000E+00 115 0.00000E+00-7.49697E+02 1.10309E+02-1.44378E+02 0.00000E+00 0.00000E+00 116 0.00000E+00-7.49697E+02 1.10309E+02-1.44378E+02 0.00000E+00 0.00000E+00 117 0.00000E+00-7.49697E+02 1.10309E+02-1.44378E+02 0.00000E+00 0.00000E+00 118 0.00000E+00-7.37317E+02 1.14231E+02-1.56107E+02 0.00000E+00 3.07483E+01 131 0.00000E+00-1.32005E+02 0.00000E+00 5.76015E+01 0.00000E+00-1.57619E+01 132 0.00000E+00-2.59442E+01 0.00000E+00-4.75238E-01 0.00000E+00-2.38038E+00 133 0.00000E+00-2.57913E+01 0.00000E+00 7.13130E-01 0.00000E+00 3.57038E+00 134 0.00000E+00-2.58831E+01 0.00000E+00-4.39145E-01 0.00000E+00-2.19981E+00 135 0.00000E+00-2.48161E+01 0.00000E+00-6.60110E-01 0.00000E+00-3.30551E+00 136 0.00000E+00-2.63098E+01 0.00000E+00-3.13126E-01 0.00000E+00-1.56893E+00 151 0.00000E+00-3.90063E+02 5.55593E+01 1.29204E+02 0.00000E+00-6.71709E+01 152 0.00000E+00-6.28306E+02 8.76834E+01 2.06801E+02 0.00000E+00 0.00000E+00 153 0.00000E+00-6.28306E+02 8.76834E+01 2.06801E+02 0.00000E+00 0.00000E+00 154 0.00000E+00-8.93421E+02 9.92773E+01 2.12392E+02 0.00000E+00-2.96894E+02 155 0.00000E+00-5.76983E+02-4.20878E+01-1.41202E+02 0.00000E+00 0.00000E+00 156 0.00000E+00-5.76983E+02-4.20878E+01-1.41202E+02 0.00000E+00 0.00000E+00 157 0.00000E+00-5.76983E+02-4.20878E+01-1.41202E+02 0.00000E+00 0.00000E+00 158 0.00000E+00-5.76983E+02-4.20878E+01-1.41202E+02 0.00000E+00 0.00000E+00 159 0.00000E+00-7.13011E+02-4.48603E+01-1.42098E+02 0.00000E+00-1.18236E+02 160 0.00000E+00-6.28306E+02 8.76834E+01 2.06801E+02 0.00000E+00 7.14189E-05 161 0.00000E+00-6.28306E+02 8.76834E+01 2.06801E+02 0.00000E+00 0.00000E+00 162 0.00000E+00-6.28306E+02 8.76834E+01 2.06801E+02 0.00000E+00 0.00000E+00 163 0.00000E+00-8.89281E+02-1.11167E+02 1.00404E+03 0.00000E+00 3.06460E+01 172 0.00000E+00-1.95983E+02 0.00000E+00-1.08367E+02 0.00000E+00-1.08693E+02 173 0.00000E+00-5.08485E+02 0.00000E+00-2.57386E+02 0.00000E+00-1.83109E+02 174 0.00000E+00-1.10309E+03 0.00000E+00-9.31814E+02 0.00000E+00 4.92709E+02 175 0.00000E+00-2.62579E+02 0.00000E+00-1.32792E+02 0.00000E+00-7.15139E+01 190 0.00000E+00-5.93741E+02 0.00000E+00 8.88737E+01 0.00000E+00-8.79782E+01 191 0.00000E+00-1.46183E+03 0.00000E+00 1.23665E+02 0.00000E+00-1.21780E+02 192 0.00000E+00-1.27198E+03 0.00000E+00-1.97870E+02 0.00000E+00-2.70083E+02 193 0.00000E+00-1.38465E+03 0.00000E+00-2.07614E+02 0.00000E+00 2.09401E+02 194 0.00000E+00-5.24417E+02 0.00000E+00-6.08488E+01 0.00000E+00 6.16865E+01 207 0.00000E+00-2.96759E+02 0.00000E+00 1.52331E+02 0.00000E+00 6.38360E+01 STAAD SPACE -- PAGE NO. 91

APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 208 0.00000E+00-5.14313E+02 0.00000E+00 1.76893E+02 0.00000E+00 2.61774E+02 209 0.00000E+00-2.05215E+02 0.00000E+00-4.35405E+00 0.00000E+00 4.35412E+00 210 0.00000E+00-1.22681E+02 0.00000E+00 1.27225E+01 0.00000E+00-1.27240E+01

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211 0.00000E+00-5.07810E+02 0.00000E+00 2.44212E+02 0.00000E+00 1.93104E+02 212 0.00000E+00-2.61938E+02 0.00000E+00 7.12947E+01 0.00000E+00 1.32171E+02 233 0.00000E+00-1.94685E+02 0.00000E+00-1.36896E-01 0.00000E+00-2.91897E+01 234 0.00000E+00-5.54756E+01 0.00000E+00 1.24329E+01 0.00000E+00 2.40236E-02 247 0.00000E+00-5.64407E+01 0.00000E+00-1.23293E+01 0.00000E+00-2.21514E-02 263 0.00000E+00-5.22480E+01 0.00000E+00 1.05991E+01 0.00000E+00 2.64000E+00 264 0.00000E+00-1.34172E+02 0.00000E+00 2.73651E-02 0.00000E+00 1.97035E+01 265 0.00000E+00-1.27807E+02 0.00000E+00 4.97601E+00 0.00000E+00 1.51143E+01 266 0.00000E+00-1.12622E+02 0.00000E+00-1.14063E+01 0.00000E+00 1.49148E+01 267 0.00000E+00-1.08998E+02 0.00000E+00 3.21794E+00 0.00000E+00 1.83567E+01 268 0.00000E+00-6.30011E+01 0.00000E+00-7.81966E+00 0.00000E+00 1.24684E+01 287 0.00000E+00-1.27169E+02 0.00000E+00 4.11939E+00 0.00000E+00 1.59025E+01 288 0.00000E+00-1.43870E+02 0.00000E+00 2.10767E+01 0.00000E+00 6.76536E+00 289 0.00000E+00-1.18773E+02 0.00000E+00 2.10767E+01 0.00000E+00 7.93677E+00 290 0.00000E+00-6.93000E+01 0.00000E+00 0.00000E+00 0.00000E+00-1.37287E+01 291 0.00000E+00-6.92999E+01 0.00000E+00 0.00000E+00 0.00000E+00 1.38599E+01 303 0.00000E+00-2.89904E+02 0.00000E+00 4.71688E+00 0.00000E+00-3.31023E+00 304 0.00000E+00-2.13352E+02 0.00000E+00 2.16297E+01 0.00000E+00 5.12257E+00 309 0.00000E+00-1.85378E+02 0.00000E+00-1.77303E+01 0.00000E+00-1.96763E+01 310 0.00000E+00-2.65647E+02 0.00000E+00 1.01406E+01 0.00000E+00 4.56196E+00 315 0.00000E+00-1.43278E+02 0.00000E+00 4.12099E+00 0.00000E+00-1.91703E+01 316 0.00000E+00-2.34193E+02 0.00000E+00-2.25297E+01 0.00000E+00 4.25545E+00 321 0.00000E+00-1.12039E+02 0.00000E+00-1.08914E+01 0.00000E+00-1.88456E+01 322 0.00000E+00-1.60531E+02 0.00000E+00-8.84704E+00 0.00000E+00 4.86125E-01 327 0.00000E+00-1.69662E+02 0.00000E+00-4.37539E-01 0.00000E+00 5.10600E+01 332 0.00000E+00-3.70535E+02 0.00000E+00 5.32507E+01 0.00000E+00 1.39385E+01 337 0.00000E+00-4.58668E+02 0.00000E+00-7.54031E+00 0.00000E+00 1.44857E+01 338 0.00000E+00-5.70472E+01 0.00000E+00 5.60856E-03 0.00000E+00-3.33783E+01 342 0.00000E+00-1.46597E+02 0.00000E+00-1.06805E+00 0.00000E+00 2.16426E+01 344 0.00000E+00-1.29616E+02 0.00000E+00-1.32404E+01 0.00000E+00 1.29207E+01 346 0.00000E+00-1.98119E+02 0.00000E+00 3.57050E+01 0.00000E+00-5.75606E+01 348 0.00000E+00-2.55901E+02 0.00000E+00-7.25531E+01 0.00000E+00 5.75994E+00 350 0.00000E+00-3.15113E+02 0.00000E+00-1.12064E+02 0.00000E+00-3.59777E+01 352 0.00000E+00-3.36322E+02 0.00000E+00 1.08472E+02 0.00000E+00-3.55759E+01 354 0.00000E+00-3.62859E+01 0.00000E+00 1.02804E-02 0.00000E+00-1.24684E+01 364-2.72737E+01-4.31784E+02-2.73845E+01-1.98652E+02 0.00000E+00-6.39110E+01 365-2.72737E+01-4.31789E+02-2.73845E+01 6.36378E+01 0.00000E+00 1.98379E+02 368 0.00000E+00-1.91201E+02 0.00000E+00-9.45848E+01 0.00000E+00-9.45848E+01 369 0.00000E+00-1.64009E+01 0.00000E+00 3.86545E-01 0.00000E+00 3.86552E-01 370-2.34540E+01-1.81014E+02-2.35493E+01 6.95200E+01 0.00000E+00-6.82146E+01 371-2.34540E+01-3.43298E+02-2.35493E+01 1.63568E+02 0.00000E+00 2.58338E+01 373 0.00000E+00-5.92287E+02 0.00000E+00-2.66219E+02 0.00000E+00-2.37308E+02 374 0.00000E+00-6.35664E+02 0.00000E+00 7.42900E+02 0.00000E+00-7.42900E+02 378 0.00000E+00-4.38024E+02 2.00849E+01-1.57523E+01 0.00000E+00 3.66493E+02 380 0.00000E+00-1.07153E+02 0.00000E+00 3.88885E+01 0.00000E+00-3.88892E+01 382 0.00000E+00-1.27069E+02 0.00000E+00 1.90428E-03 0.00000E+00 4.68017E+01 384 0.00000E+00-1.25117E+02 0.00000E+00 3.50928E+01 0.00000E+00-3.50936E+01 386 0.00000E+00-1.23418E+02 0.00000E+00 3.07729E-03 0.00000E+00 4.17544E+01 391 0.00000E+00-7.49250E+02-8.90400E+01 2.67744E+02 0.00000E+00 3.57750E+01 393 0.00000E+00-1.10408E+02 0.00000E+00 1.10401E-02 0.00000E+00 4.98566E+01 STAAD SPACE -- PAGE NO. 92

APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 394 6.44493E-03-2.46023E+02-3.47655E+01 1.13318E+02 0.00000E+00 2.10073E-02 395 2.66998E-02-5.98622E+02-8.46032E+01 5.81876E+02 0.00000E+00 1.83633E-01

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401 3.65765E-02-1.23938E+02-1.74840E+01 4.63696E+01 0.00000E+00 9.70048E-02 402 0.00000E+00-1.23428E+03 0.00000E+00 2.38732E+01 0.00000E+00-2.20402E+01 403 0.00000E+00-6.09298E+02 0.00000E+00 2.22306E+02 0.00000E+00 2.34307E+02 404 0.00000E+00-5.71658E+02 0.00000E+00 2.17263E+02 0.00000E+00 2.50688E+02 408 0.00000E+00-6.55982E+01-9.24691E+00-1.26656E+01 0.00000E+00 0.00000E+00 410 0.00000E+00-3.90427E+01 9.78386E+00 7.71461E+00 0.00000E+00 0.00000E+00 411 0.00000E+00-5.96347E+01-8.40628E+00-1.15142E+01 0.00000E+00 0.00000E+00 412 0.00000E+00-5.96347E+01-8.40628E+00-1.15142E+01 0.00000E+00 0.00000E+00 413 0.00000E+00-5.96347E+01-8.40628E+00-1.15142E+01 0.00000E+00 0.00000E+00 414 0.00000E+00-5.96347E+01-8.40628E+00-1.15142E+01 0.00000E+00 0.00000E+00 415 0.00000E+00-5.96347E+01-8.40628E+00-1.15142E+01 0.00000E+00 0.00000E+00 416 0.00000E+00-5.96347E+01-8.40628E+00-1.15142E+01 0.00000E+00 0.00000E+00 417 0.00000E+00-5.96347E+01-8.40628E+00-1.15142E+01 0.00000E+00 0.00000E+00 418 0.00000E+00-5.96347E+01-8.40628E+00-1.15142E+01 0.00000E+00 0.00000E+00 419 0.00000E+00-7.36631E+01-1.03838E+01-1.42228E+01 0.00000E+00 0.00000E+00 420 0.00000E+00-7.36631E+01-1.03838E+01-1.42228E+01 0.00000E+00 0.00000E+00 421 0.00000E+00-5.85640E+01 1.46758E+01 1.15719E+01 0.00000E+00 0.00000E+00 422 0.00000E+00-5.85640E+01 1.46758E+01 1.15719E+01 0.00000E+00 0.00000E+00 423 0.00000E+00-5.85640E+01 1.46758E+01 1.15719E+01 0.00000E+00 0.00000E+00 424 0.00000E+00-5.85640E+01 1.46758E+01 1.15719E+01 0.00000E+00 0.00000E+00 425 0.00000E+00-5.85640E+01 1.46758E+01 1.15719E+01 0.00000E+00 0.00000E+00 426 0.00000E+00-8.91847E+01 2.23491E+01 1.76224E+01 0.00000E+00 0.00000E+00 427 0.00000E+00-8.01491E+01 2.00849E+01 1.58370E+01 0.00000E+00 0.00000E+00 429 0.00000E+00-7.43400E+01 0.00000E+00 0.00000E+00 0.00000E+00-2.23020E+01 430 0.00000E+00-1.19250E+02 0.00000E+00 0.00000E+00 0.00000E+00-3.57750E+01 431 0.00000E+00-1.39410E+02 0.00000E+00 0.00000E+00 0.00000E+00-4.18230E+01 432 0.00000E+00-9.61200E+01 0.00000E+00 0.00000E+00 0.00000E+00-2.88360E+01 434 0.00000E+00-2.91499E+01 0.00000E+00 0.00000E+00 0.00000E+00-2.42916E+00 435 0.00000E+00-3.17999E+01 0.00000E+00 0.00000E+00 0.00000E+00-2.64999E+00 436 0.00000E+00-1.27250E+01 0.00000E+00 0.00000E+00 0.00000E+00-1.06041E+00 438-3.82124E+00-2.48043E+01-3.83672E+00-1.49985E+00 0.00000E+00 1.49380E+00 439-3.82124E+00-2.48043E+01-3.83672E+00-1.49985E+00 0.00000E+00 1.49380E+00 441 0.00000E+00-2.07722E+01 0.00000E+00 1.22451E+00 0.00000E+00 1.22452E+00 442 0.00000E+00-2.07777E+01 0.00000E+00-1.22450E+00 0.00000E+00-1.22449E+00 446 0.00000E+00-2.31289E+02 0.00000E+00-2.32310E+02 0.00000E+00 3.47484E+00 448 0.00000E+00-1.10995E+02 0.00000E+00-5.84227E+01 0.00000E+00 1.14064E+01 450 0.00000E+00-2.31350E+02 0.00000E+00 2.33054E+02 0.00000E+00 3.92911E+00 451 0.00000E+00-1.40283E+02 0.00000E+00-6.35260E+01 0.00000E+00-3.46637E+00 452 0.00000E+00-1.61811E+02 0.00000E+00 6.36001E+01 0.00000E+00 4.14385E-01 453 0.00000E+00-1.51300E+02 0.00000E+00-6.97700E+01 0.00000E+00 2.67165E+00 454 0.00000E+00-1.64667E+02 0.00000E+00 6.97684E+01 0.00000E+00 4.10760E-02 455 0.00000E+00-1.56714E+02 0.00000E+00-7.63066E+01 0.00000E+00-2.78353E+00 456 0.00000E+00-1.48218E+02 0.00000E+00 7.70276E+01 0.00000E+00 3.62625E+00 457 0.00000E+00-1.74390E+02 0.00000E+00-8.31235E+01 0.00000E+00-4.20770E-03 458 0.00000E+00-1.71223E+02 0.00000E+00 8.28759E+01 0.00000E+00-1.23793E+00 459 0.00000E+00-1.79561E+02 0.00000E+00-9.02449E+01 0.00000E+00-8.74672E-03 460 0.00000E+00-1.80170E+02 0.00000E+00 9.02432E+01 0.00000E+00-2.61268E-03 461 0.00000E+00-1.84731E+02 0.00000E+00-9.76589E+01 0.00000E+00-1.38801E-02 462 0.00000E+00-1.84731E+02 0.00000E+00 9.76912E+01 0.00000E+00 1.73144E-01 463 0.00000E+00-1.89908E+02 0.00000E+00-1.05375E+02 0.00000E+00-4.18183E-02 464 0.00000E+00-1.65152E+02 0.00000E+00 1.04628E+02 0.00000E+00-3.70208E+00 STAAD SPACE -- PAGE NO. 93

APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 465 0.00000E+00-1.95078E+02 0.00000E+00-1.13375E+02 0.00000E+00-4.85463E-02

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466 0.00000E+00-1.95687E+02 0.00000E+00 1.13373E+02 0.00000E+00 3.73561E-02 467 0.00000E+00-1.97173E+02 0.00000E+00-1.21667E+02 0.00000E+00 7.64181E-01 468 0.00000E+00-2.00857E+02 0.00000E+00 1.21666E+02 0.00000E+00 4.41378E-02 469 0.00000E+00-1.80142E+02 0.00000E+00-1.30247E+02 0.00000E+00-3.77799E+00 470 0.00000E+00-1.85045E+02 0.00000E+00 1.30960E+02 0.00000E+00 3.68624E+00 471 0.00000E+00-2.10580E+02 0.00000E+00-1.39113E+02 0.00000E+00-9.75720E-02 472 0.00000E+00-2.06774E+02 0.00000E+00 1.38837E+02 0.00000E+00-1.29080E+00 473 0.00000E+00-2.15750E+02 0.00000E+00-1.48283E+02 0.00000E+00-1.07232E-01 474 0.00000E+00-2.16358E+02 0.00000E+00 1.48282E+02 0.00000E+00 9.62831E-02 475 0.00000E+00-2.20921E+02 0.00000E+00-1.57746E+02 0.00000E+00-1.16165E-01 476 0.00000E+00-2.21530E+02 0.00000E+00 1.57744E+02 0.00000E+00 1.04907E-01 477 0.00000E+00-2.26091E+02 0.00000E+00-1.67501E+02 0.00000E+00-1.25444E-01 478 0.00000E+00-2.00301E+02 0.00000E+00 1.68246E+02 0.00000E+00 3.85493E+00 479 0.00000E+00-2.31256E+02 0.00000E+00-1.77536E+02 0.00000E+00-1.05024E-01 480 0.00000E+00-2.30732E+02 0.00000E+00 1.77448E+02 0.00000E+00-3.33921E-01 481 0.00000E+00-2.36426E+02 0.00000E+00-1.87876E+02 0.00000E+00-1.14135E-01 482 0.00000E+00-2.36769E+02 0.00000E+00 1.87874E+02 0.00000E+00 1.02093E-01 483 0.00000E+00-2.22440E+02 0.00000E+00-1.98502E+02 0.00000E+00 3.29208E+00 484 0.00000E+00-2.23193E+02 0.00000E+00 1.99184E+02 0.00000E+00 3.54347E+00 485 0.00000E+00-2.40625E+02 0.00000E+00-2.09452E+02 0.00000E+00-1.79885E+00 486 0.00000E+00-2.40180E+02 0.00000E+00 2.09082E+02 0.00000E+00-1.72543E+00 487 0.00000E+00-2.51971E+02 0.00000E+00-2.20726E+02 0.00000E+00-1.46921E-01 488 0.00000E+00-2.52312E+02 0.00000E+00 2.20721E+02 0.00000E+00 1.26852E-01 524 0.00000E+00-1.50690E+02 0.00000E+00 0.00000E+00 0.00000E+00-2.99370E+01 567 0.00000E+00-1.15380E+02 0.00000E+00 1.11527E-01 0.00000E+00 7.39587E+01 648 0.00000E+00-2.05314E+02 0.00000E+00-1.46050E-01 0.00000E+00-2.88929E+01 652 0.00000E+00-1.63975E+01 0.00000E+00-9.66082E-01 0.00000E+00-9.66077E-01 655 0.00000E+00-4.91851E+00 0.00000E+00 8.70287E-02 0.00000E+00 8.70249E-02 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 3 LOADTYPE LIVE REDUCIBLE TITLE CVR (CARGA VIVA REDUCIDA) CENTER OF FORCE BASED ON X FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.557520718E+02 Y = 0.371540613E+01 Z = 0.177984320E+02 CENTER OF FORCE BASED ON Y FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.322465084E+02 Y = 0.464777295E+01 Z = 0.129719367E+02 STAAD SPACE -- PAGE NO. 94

CENTER OF FORCE BASED ON Z FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.399270826E+02 Y = 0.481249532E+01 Z = 0.317724971E+02

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***TOTAL APPLIED LOAD ( KG METE ) SUMMARY (LOADING 3 ) SUMMATION FORCE-X = -108.96 SUMMATION FORCE-Y = -71278.08 SUMMATION FORCE-Z = -1434.64 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 917710.10 MY= 55341.83 MZ= -2298064.47 ***TOTAL REACTION LOAD( KG METE ) SUMMARY (LOADING 3 ) SUMMATION FORCE-X = 108.96 SUMMATION FORCE-Y = 71278.08 SUMMATION FORCE-Z = 1434.64 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= -917710.11 MY= -55341.88 MZ= 2298064.45 MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 3) MAXIMUMS AT NODE X = 2.92931E-02 141 Y = -1.95722E-01 446 Z = 5.44126E-02 141 RX= -6.29704E-04 446 RY= 3.94795E-05 481 RZ= -1.19534E-03 450 EXTERNAL AND INTERNAL JOINT LOAD SUMMARY ( KG METE )- JT EXT FX/ EXT FY/ EXT FZ/ EXT MX/ EXT MY/ EXT MZ/ INT FX INT FY INT FZ INT MX INT MY INT MZ SUPPORT=1 1 0.00 0.00 0.00 0.00 0.00 0.00 -31.88 -831.76 -36.62 -84.02 4.09 40.21 111111 2 0.00 0.00 0.00 0.00 0.00 0.00 9.54 -953.70 -58.82 -130.15 0.27 -22.44 111111 3 0.00 0.00 0.00 0.00 0.00 0.00 4.99 -921.66 -62.41 -138.08 0.84 -9.21 111111 4 0.00 0.00 0.00 0.00 0.00 0.00 9.08 -859.66 -66.82 -148.58 -0.21 -21.06 111111 5 0.00 0.00 0.00 0.00 0.00 0.00 -31.41 -1073.57 -72.52 -156.29 3.87 55.82 111111 6 0.00 0.00 0.00 0.00 0.00 0.00 121.24 -666.22 -57.40 -112.40 -11.12 -172.78 111111 19 0.00 0.00 0.00 0.00 0.00 0.00 15.85 -1159.74 -6.59 -19.13 -0.90 -30.08 111111

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20 0.00 0.00 0.00 0.00 0.00 0.00 0.64 -1306.05 48.27 46.71 1.04 2.59 111111 21 0.00 0.00 0.00 0.00 0.00 0.00 3.15 -1395.06 40.00 67.81 0.38 -8.60 111111 22 0.00 0.00 0.00 0.00 0.00 0.00 3.28 -1380.92 60.75 63.33 0.43 -6.76 111111 23 0.00 0.00 0.00 0.00 0.00 0.00 3.22 -1385.66 38.71 64.75 0.34 -6.82 111111 24 0.00 0.00 0.00 0.00 0.00 0.00 2.76 -1377.41 58.47 58.03 0.27 -7.22 111111 25 0.00 0.00 0.00 0.00 0.00 0.00 -1.16 -1453.14 47.76 81.53 0.64 -0.16 111111 26 0.00 0.00 0.00 0.00 0.00 0.00 -2.12 -1462.56 85.77 98.06 0.76 2.73 111111 27 0.00 0.00 0.00 0.00 0.00 0.00 1.84 -1355.78 50.74 72.03 -0.12 -10.08 111111 28 0.00 0.00 0.00 0.00 0.00 0.00 -10.38 -1351.69 11.49 -13.30 1.03 16.43 111111 49 0.00 0.00 0.00 0.00 0.00 0.00 -27.00 -1031.61 61.35 123.27 -1.67 -25.33 111111 50 0.00 0.00 0.00 0.00 0.00 0.00 28.91 -1469.38 110.71 202.42 -2.39 -107.96 111111 51 0.00 0.00 0.00 0.00 0.00 0.00 -39.39 -1655.97 152.47 254.03 14.21 -9.08 111111 58 0.00 0.00 0.00 0.00 0.00 0.00 2.51 -675.17 -17.45 -36.45 0.37 -9.77 111111 59 0.00 0.00 0.00 0.00 0.00 0.00 -2.27 -1292.83 -69.78 -147.53 1.20 7.68 111111 60 0.00 0.00 0.00 0.00 0.00 0.00 -0.08 -1380.99 -62.40 -156.94 0.44 -1.75 111111 61 0.00 0.00 0.00 0.00 0.00 0.00 0.45 -1357.95 -80.64 -170.05 0.42 -1.16 111111 62 0.00 0.00 0.00 0.00 0.00 0.00 0.66 -1368.21 -64.98 -163.82 0.40 -0.78 111111 63 0.00 0.00 0.00 0.00 0.00 0.00 -0.76 -1302.31 -81.43 -172.85 0.05 -7.05 111111

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64 0.00 0.00 0.00 0.00 0.00 0.00 -19.93 -1692.16 -79.11 -182.65 2.68 31.67 111111 65 0.00 0.00 0.00 0.00 0.00 0.00 -57.71 -1612.31 -111.14 -232.11 -5.27 90.12 111111 82 0.00 0.00 0.00 0.00 0.00 0.00 -12.71 -216.42 -12.34 -36.17 -2.51 24.10 111111 98 0.00 0.00 0.00 0.00 0.00 0.00 -11.23 -547.41 -17.62 -40.60 -1.83 23.30 111111 99 0.00 0.00 0.00 0.00 0.00 0.00 -1.53 -1022.87 -3.67 -23.95 0.43 -1.33 111111 100 0.00 0.00 0.00 0.00 0.00 0.00 -0.33 -934.80 -15.80 -38.75 0.10 1.31 111111 101 0.00 0.00 0.00 0.00 0.00 0.00 -0.61 -957.13 -12.64 -27.74 0.15 1.58 111111 102 0.00 0.00 0.00 0.00 0.00 0.00 -0.57 -920.17 -15.08 -37.19 0.21 1.26 111111 103 0.00 0.00 0.00 0.00 0.00 0.00 -0.34 -964.97 -12.74 -28.44 0.09 2.04 111111 104 0.00 0.00 0.00 0.00 0.00 0.00 1.96 -896.11 -19.03 -47.20 0.47 -4.36 111111 STAAD SPACE -- PAGE NO. 96

119 0.00 0.00 0.00 0.00 0.00 0.00 26.41 -212.05 -4.65 19.12 3.31 -40.28 111111 120 0.00 0.00 0.00 0.00 0.00 0.00 23.38 -658.75 -22.06 -1.11 0.51 -34.21 111111 121 0.00 0.00 0.00 0.00 0.00 0.00 25.13 -720.64 -67.97 -47.87 0.39 -41.16 111111 122 0.00 0.00 0.00 0.00 0.00 0.00 26.79 -705.50 -42.98 -36.44 0.10 -50.51 111111 123 0.00 0.00 0.00 0.00 0.00 0.00 -47.21 -737.93 -93.84 -75.99 4.43 38.24 111111 124 0.00 0.00 0.00 0.00 0.00 0.00 -15.81 -1307.85 -92.76 -113.47 5.80 12.15 111111 143 0.00 0.00 0.00 0.00 0.00 0.00 -87.32 -767.87 -41.83 -90.13 -13.28 128.95 111111 144 0.00 0.00 0.00 0.00 0.00 0.00 2.10 -1427.33 -43.88 -93.63 2.11 -12.56 111111

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145 0.00 0.00 0.00 0.00 0.00 0.00 -3.67 -1372.22 -47.55 -100.41 0.05 8.55 111111 146 0.00 0.00 0.00 0.00 0.00 0.00 -2.78 -1434.29 -43.80 -96.46 0.48 4.68 111111 164 0.00 0.00 0.00 0.00 0.00 0.00 -4.73 -552.28 -22.12 -58.19 0.08 7.88 111111 165 0.00 0.00 0.00 0.00 0.00 0.00 -67.82 -1128.60 27.86 34.88 -1.03 82.60 111111 166 0.00 0.00 0.00 0.00 0.00 0.00 -8.60 -1280.00 8.74 -1.69 -0.34 7.06 111111 167 0.00 0.00 0.00 0.00 0.00 0.00 24.24 -368.76 -33.65 -61.92 -2.33 -35.76 111111 180 0.00 0.00 0.00 0.00 0.00 0.00 -77.04 -1120.71 -83.77 -158.24 -7.81 128.02 111111 181 0.00 0.00 0.00 0.00 0.00 0.00 18.60 -2185.07 -0.13 -5.48 -0.46 -38.44 111111 182 0.00 0.00 0.00 0.00 0.00 0.00 -56.12 -1235.61 -10.29 -69.75 -1.46 91.67 111111 183 0.00 0.00 0.00 0.00 0.00 0.00 9.29 -1501.05 -21.24 -47.79 -0.75 -21.69 111111 184 0.00 0.00 0.00 0.00 0.00 0.00 -1.18 -682.58 -36.70 -79.52 -1.35 10.75 111111 195 0.00 0.00 0.00 0.00 0.00 0.00 -3.57 -433.53 -40.21 -88.02 -1.18 2.07 111111 196 0.00 0.00 0.00 0.00 0.00 0.00 55.75 -1405.21 -98.46 -173.80 -0.93 -88.49 111111 197 0.00 0.00 0.00 0.00 0.00 0.00 -10.99 -742.53 -17.04 -48.88 -0.01 18.67 111111 198 0.00 0.00 0.00 0.00 0.00 0.00 3.39 -406.05 -18.50 -50.29 -0.14 -7.71 111111 199 0.00 0.00 0.00 0.00 0.00 0.00 20.86 -1060.76 -47.47 -96.72 -0.37 -37.10 111111 200 0.00 0.00 0.00 0.00 0.00 0.00 10.82 -476.47 -49.44 -100.21 -1.84 -16.92 111111 219 0.00 0.00 0.00 0.00 0.00 0.00 0.21 0.88 -3.44 -6.00 -0.09 -2.28 111111 221 0.00 0.00 0.00 0.00 0.00 0.00 2.92 -249.41 -3.66 -7.89 0.00 -2.18 111111

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222 0.00 0.00 0.00 0.00 0.00 0.00 -1.14 -56.23 -5.55 -2.59 0.02 -0.25 111111 STAAD SPACE -- PAGE NO. 97

223 0.00 0.00 0.00 0.00 0.00 0.00 -1.57 -39.61 -3.26 -4.72 -0.03 -1.07 111111 224 0.00 0.00 0.00 0.00 0.00 0.00 -0.56 0.18 -2.28 -4.90 -0.11 -0.09 111111 243 0.00 0.00 0.00 0.00 0.00 0.00 -2.61 -197.17 -6.72 -3.55 -0.04 -1.28 111111 251 0.00 0.00 0.00 0.00 0.00 0.00 0.08 -62.73 -2.30 -4.70 -0.06 -0.09 111111 252 0.00 0.00 0.00 0.00 0.00 0.00 0.16 -107.60 -5.17 -2.96 -0.03 -0.44 111111 253 0.00 0.00 0.00 0.00 0.00 0.00 0.15 -125.33 -3.31 -3.22 -0.04 -0.43 111111 254 0.00 0.00 0.00 0.00 0.00 0.00 0.06 -116.63 -3.64 -2.87 -0.03 -0.33 111111 255 0.00 0.00 0.00 0.00 0.00 0.00 -0.16 -93.82 -4.86 -2.61 -0.03 -0.22 111111 256 0.00 0.00 0.00 0.00 0.00 0.00 0.85 -54.15 -1.96 -4.05 -0.02 0.42 111111 275 0.00 0.00 0.00 0.00 0.00 0.00 1.34 -72.68 -8.18 -3.06 0.01 0.15 111111 276 0.00 0.00 0.00 0.00 0.00 0.00 -0.09 -99.17 -3.92 -4.79 0.00 -0.08 111111 277 0.00 0.00 0.00 0.00 0.00 0.00 0.06 -103.69 -2.58 -5.07 0.03 0.01 111111 278 0.00 0.00 0.00 0.00 0.00 0.00 0.13 -91.43 -3.00 -7.21 0.02 0.04 111111 279 0.00 0.00 0.00 0.00 0.00 0.00 0.15 -72.32 -2.83 -6.87 -0.04 -0.04 111111 299 0.00 0.00 0.00 0.00 0.00 0.00 1.91 -255.92 -5.80 -3.02 0.01 0.37 111111 300 0.00 0.00 0.00 0.00 0.00 0.00 0.48 -217.79 -3.88 -8.01 -0.02 -0.02 111111 305 0.00 0.00 0.00 0.00 0.00 0.00 0.12 -260.59 -3.17 -3.48 0.02 0.66 111111

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306 0.00 0.00 0.00 0.00 0.00 0.00 0.01 -292.15 -3.53 -7.58 -0.02 -0.01 111111 311 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 -200.16 -3.87 -2.61 -0.01 0.70 111111 312 0.00 0.00 0.00 0.00 0.00 0.00 -0.11 -257.11 -2.80 -6.51 -0.02 0.08 111111 317 0.00 0.00 0.00 0.00 0.00 0.00 -0.10 -95.77 -3.82 -2.80 0.03 0.17 111111 318 0.00 0.00 0.00 0.00 0.00 0.00 0.28 -149.00 -2.90 -6.62 -0.02 0.26 111111 323 0.00 0.00 0.00 0.00 0.00 0.00 2.27 -458.94 -4.83 -5.20 0.00 -0.95 111111 328 0.00 0.00 0.00 0.00 0.00 0.00 0.13 -451.04 -5.30 -4.12 -0.01 -1.55 111111 333 0.00 0.00 0.00 0.00 0.00 0.00 -1.77 -555.61 -3.83 -3.39 -0.02 -0.82 111111 360 0.00 0.00 0.00 0.00 0.00 0.00 -8.62 -462.33 10.44 -28.09 6.81 17.10 111111 361 0.00 0.00 0.00 0.00 0.00 0.00 61.99 -491.37 -70.76 -128.39 -6.18 -74.76 111111 392 0.00 0.00 0.00 0.00 0.00 0.00 42.05 -925.63 -31.52 -80.11 -3.31 -73.96 111111 STAAD SPACE -- PAGE NO. 98

646 0.00 0.00 0.00 0.00 0.00 0.00 -22.27 -464.57 -11.81 -44.74 -0.33 15.19 111111 656 0.00 0.00 0.00 0.00 0.00 0.00 -3.91 -42.24 -6.30 -4.94 0.01 -2.71 111111 FOR LOADING - 6APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 7-1.56222E+03 0.00000E+00 1.23255E+03 8.13483E+02 0.00000E+00 1.03106E+03 8-1.56222E+03 0.00000E+00 1.23255E+03 8.13483E+02 0.00000E+00 1.03106E+03 9-1.56222E+03 0.00000E+00 1.23255E+03 8.13483E+02 0.00000E+00 1.03106E+03 10-1.56222E+03 0.00000E+00 1.23255E+03 8.13483E+02 0.00000E+00 1.03106E+03 11-1.56222E+03 0.00000E+00 1.23255E+03 8.13483E+02 0.00000E+00 1.03106E+03 12-1.56222E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 1.03106E+03 13-1.56222E+03 9.37810E+02 1.36474E+03-3.95183E+02 0.00000E+00-1.03107E+03 14-1.56222E+03 2.17582E+02 1.26322E+03-8.55493E+02 0.00000E+00-1.03107E+03 15-1.56222E+03 2.17582E+02 1.26322E+03-8.55493E+02 0.00000E+00-1.03107E+03 16-1.56222E+03 2.17582E+02 1.26322E+03-8.55493E+02 0.00000E+00-1.03107E+03 17-1.56222E+03 2.17582E+02 1.26322E+03-8.55493E+02 0.00000E+00-1.03107E+03

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114 0.00000E+00 1.35043E+03-1.93887E+03 1.70764E+03 0.00000E+00 0.00000E+00 115 0.00000E+00 1.35043E+03-1.93887E+03 1.70764E+03 0.00000E+00 0.00000E+00 116 0.00000E+00 1.35043E+03-1.93887E+03 1.70764E+03 0.00000E+00 0.00000E+00 117 0.00000E+00 1.35043E+03-1.93887E+03 1.70764E+03 0.00000E+00 0.00000E+00 118 0.00000E+00 1.35043E+03-1.93887E+03 1.70764E+03 0.00000E+00 0.00000E+00 125-7.78131E+02 0.00000E+00 9.94910E-06 7.65704E-07 0.00000E+00 2.41221E+02 126-7.78131E+02 0.00000E+00 9.94910E-06 7.65704E-07 0.00000E+00 2.41221E+02 127-7.78131E+02 0.00000E+00 9.94910E-06 7.65704E-07 0.00000E+00 2.41221E+02 128-7.78131E+02 0.00000E+00 9.94910E-06 7.65704E-07 0.00000E+00 2.41221E+02 129-7.78131E+02 0.00000E+00 9.94910E-06 7.65704E-07 0.00000E+00 2.41221E+02 130-7.78131E+02 0.00000E+00 9.94910E-06 7.65704E-07 0.00000E+00 2.41221E+02 131-1.31362E+03 0.00000E+00 1.99897E-06 1.81023E-06 0.00000E+00-1.26983E+02 132-1.31362E+03 0.00000E+00 1.99897E-06 1.81023E-06 0.00000E+00-1.26983E+02 133-1.31362E+03 0.00000E+00 1.99897E-06 1.81023E-06 0.00000E+00-1.26983E+02 134-1.31362E+03 0.00000E+00 1.99897E-06 1.81023E-06 0.00000E+00-1.26983E+02 135-1.31362E+03 0.00000E+00 1.99897E-06 1.81023E-06 0.00000E+00-1.26983E+02 136-1.31362E+03 0.00000E+00 1.99897E-06 1.81023E-06 0.00000E+00-1.26983E+02 137-5.35488E+02 0.00000E+00-1.40343E-06-4.07733E-07 0.00000E+00-1.14237E+02 138-5.35488E+02 0.00000E+00-1.40343E-06-4.07733E-07 0.00000E+00-1.14237E+02 139-5.35488E+02 0.00000E+00-1.40343E-06-4.07733E-07 0.00000E+00-1.14237E+02 140-5.35488E+02 0.00000E+00-1.40343E-06-4.07733E-07 0.00000E+00-1.14237E+02 141-5.35488E+02 0.00000E+00-1.40343E-06-4.07733E-07 0.00000E+00-1.14237E+02 142-5.35488E+02 0.00000E+00-1.40343E-06-4.07733E-07 0.00000E+00-1.14237E+02 147-1.60956E+03 0.00000E+00-1.26990E+03-8.63532E+02 0.00000E+00 1.09450E+03 148-1.60956E+03 0.00000E+00-1.26990E+03-8.63532E+02 0.00000E+00 1.09450E+03 149-1.60956E+03 0.00000E+00-1.26990E+03-8.63532E+02 0.00000E+00 1.09450E+03 150-1.60956E+03 0.00000E+00-1.26990E+03-8.63532E+02 0.00000E+00 1.09450E+03 151-1.60956E+03 1.02364E+03-1.52642E+03 2.98651E+02 0.00000E+00-1.09450E+03 152-1.60956E+03 1.02364E+03-1.52642E+03 2.98651E+02 0.00000E+00-1.09450E+03 153-1.60956E+03 1.02364E+03-1.52642E+03 2.98651E+02 0.00000E+00-1.09450E+03 154-1.60956E+03 1.02364E+03-1.52642E+03 2.98651E+02 0.00000E+00-1.09450E+03 155 0.00000E+00 2.17582E+02 3.06709E+01-4.20103E+01 0.00000E+00 0.00000E+00 156 0.00000E+00 2.17582E+02 3.06709E+01-4.20103E+01 0.00000E+00 0.00000E+00 157 0.00000E+00 2.17582E+02 3.06709E+01-4.20103E+01 0.00000E+00 0.00000E+00 158 0.00000E+00 2.17582E+02 3.06709E+01-4.20103E+01 0.00000E+00 0.00000E+00 159 0.00000E+00 9.37810E+02 1.32192E+02 4.18300E+02 0.00000E+00 0.00000E+00 160 0.00000E+00 1.02364E+03-2.56515E+02-5.64881E+02 0.00000E+00 0.00000E+00 161 0.00000E+00 1.02364E+03-2.56515E+02-5.64881E+02 0.00000E+00 0.00000E+00 STAAD SPACE -- PAGE NO. 100

APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 162 0.00000E+00 1.02364E+03-2.56515E+02-5.64881E+02 0.00000E+00 0.00000E+00 163 0.00000E+00 1.43490E+03 2.02800E+02-1.83165E+03 0.00000E+00 0.00000E+00 168 2.01435E-13 0.00000E+00-2.26921E+03-1.70569E+03 0.00000E+00-1.63727E-13 171-1.60956E+03 0.00000E+00 2.05285E+03 1.39594E+03 0.00000E+00 1.09450E+03 172 2.26615E-13 0.00000E+00-2.56757E+03 1.67620E+03 0.00000E+00 1.61169E-13 175-1.02176E+03 0.00000E+00 1.30316E+03 4.49590E+02 0.00000E+00 3.52506E+02 176 1.00718E-13 0.00000E+00-8.73972E+02 2.53015E+02 0.00000E+00 2.04658E-14 179-9.19185E+02 0.00000E+00 1.17234E+03-4.55259E+02 0.00000E+00-3.56950E+02 185 2.01435E-13 0.00000E+00-2.05285E+03-1.39594E+03 0.00000E+00-1.63727E-13 189-1.60956E+03 0.00000E+00-2.01435E-13-8.18634E-14 0.00000E+00 1.09450E+03 190 6.07687E-05-7.73818E-08-1.38870E+03-4.39754E+02-6.83976E-01 1.99060E-06 194-1.08882E+03-2.00860E-08-7.63309E-06-5.00500E-08-5.51479E-01 3.44794E+02 201-1.60956E+03 0.00000E+00-2.05285E+03-1.39594E+03 0.00000E+00 1.09450E+03 202-1.77919E+03 0.00000E+00-1.00718E-13-8.18634E-14 0.00000E+00 1.33736E+03

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205-1.77919E+03 0.00000E+00-1.00718E-13-8.18634E-14 0.00000E+00 1.33736E+03 206-1.60956E+03 0.00000E+00-2.01435E-13-8.18634E-14 0.00000E+00 1.09450E+03 207-1.08882E+03 0.00000E+00-1.38869E+03-4.39753E+02 0.00000E+00 3.44793E+02 208-2.69838E+03 0.00000E+00-3.02153E-13 6.13975E-14 0.00000E+00-9.80411E+02 211-2.69838E+03 0.00000E+00-3.02153E-13 6.13975E-14 0.00000E+00-9.80411E+02 212-9.19185E+02 0.00000E+00-1.00718E-13-2.04658E-14 0.00000E+00 3.56950E+02 213-9.19185E+02 0.00000E+00-1.17234E+03 4.55259E+02 0.00000E+00-3.56950E+02 214-9.19185E+02 0.00000E+00-1.00718E-13 2.04658E-14 0.00000E+00-3.56950E+02 217-9.19185E+02 0.00000E+00-1.00718E-13 2.04658E-14 0.00000E+00-3.56950E+02 218-9.19185E+02 0.00000E+00-1.00718E-13 2.04658E-14 0.00000E+00-3.56950E+02 225-1.77919E+03 0.00000E+00-1.00718E-13-8.18634E-14 0.00000E+00 1.33736E+03 229-1.77919E+03 0.00000E+00-1.00718E-13-8.18634E-14 0.00000E+00 1.33736E+03 230-1.77919E+03 0.00000E+00-1.00718E-13-8.18634E-14 0.00000E+00 1.33736E+03 231-2.37489E+03 0.00000E+00-2.51794E-13 6.13975E-14 0.00000E+00-1.18744E+03 233-2.76150E+02 0.00000E+00 0.00000E+00-2.55823E-15 0.00000E+00 3.22175E+01 234-2.76150E+02 0.00000E+00 0.00000E+00-2.55823E-15 0.00000E+00 3.22175E+01 235-2.37489E+03 0.00000E+00-2.01435E-13 8.18634E-14 0.00000E+00-1.18744E+03 236-2.37489E+03 0.00000E+00-2.51794E-13 6.13975E-14 0.00000E+00-1.18744E+03 237-5.95695E+02 0.00000E+00-5.03589E-14 2.04658E-14 0.00000E+00-1.49917E+02 239-3.19545E+02 0.00000E+00-2.51794E-14 5.11646E-15 0.00000E+00-4.31386E+01 240-3.19545E+02 0.00000E+00-2.51794E-14 5.11646E-15 0.00000E+00-4.31386E+01 241-5.95695E+02 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-1.49917E+02 242-5.95695E+02 0.00000E+00-5.03589E-14 2.04658E-14 0.00000E+00-1.49917E+02 245-1.77919E+03 0.00000E+00-1.00718E-13-8.18634E-14 0.00000E+00 1.33736E+03 247-1.77920E+03 0.00000E+00-2.01435E-13 8.18634E-14 0.00000E+00-1.33736E+03 257-1.77919E+03 0.00000E+00-1.40374E+03-1.05514E+03 0.00000E+00 1.33736E+03 258-1.77919E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 1.33736E+03 259-1.77919E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 1.33736E+03 260-1.77919E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 1.33736E+03 261-1.77919E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 1.33736E+03 262-1.77919E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 1.33736E+03 263-2.05535E+03 0.00000E+00-1.40374E+03 1.05514E+03 0.00000E+00-1.30514E+03 264-2.05535E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-1.30514E+03 265-2.05535E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-1.30514E+03 266-2.05535E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-1.30514E+03 267-2.05535E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-1.30514E+03 268-2.05535E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-1.30514E+03 270-2.76150E+02 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-3.22175E+01 271-2.76150E+02 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-3.22175E+01 STAAD SPACE -- PAGE NO. 101

APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 272-2.76150E+02 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-3.22175E+01 273-2.76150E+02 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-3.22175E+01 274-2.76150E+02 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-3.22175E+01 281 0.00000E+00 0.00000E+00-1.40374E+03-1.05514E+03 0.00000E+00 0.00000E+00 282 0.00000E+00 0.00000E+00-1.40374E+03-1.05514E+03 0.00000E+00 0.00000E+00 283 0.00000E+00 0.00000E+00-1.40374E+03-1.05514E+03 0.00000E+00 0.00000E+00 284 0.00000E+00 0.00000E+00-1.40374E+03-1.05514E+03 0.00000E+00 0.00000E+00 285 0.00000E+00 0.00000E+00-1.40374E+03-1.05514E+03 0.00000E+00 0.00000E+00 287 0.00000E+00 0.00000E+00-1.62161E+03 1.02972E+03 0.00000E+00 0.00000E+00 288 0.00000E+00 0.00000E+00-1.62161E+03 1.02972E+03 0.00000E+00 0.00000E+00 289 0.00000E+00 0.00000E+00-1.62161E+03 1.02972E+03 0.00000E+00 0.00000E+00 290 0.00000E+00 0.00000E+00-1.62161E+03 1.02972E+03 0.00000E+00 0.00000E+00 291 0.00000E+00 0.00000E+00-1.62161E+03 1.02972E+03 0.00000E+00 0.00000E+00

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293 0.00000E+00 0.00000E+00-2.17875E+02 2.54187E+01 0.00000E+00 0.00000E+00 294 0.00000E+00 0.00000E+00-2.17875E+02 2.54187E+01 0.00000E+00 0.00000E+00 295 0.00000E+00 0.00000E+00-2.17875E+02 2.54187E+01 0.00000E+00 0.00000E+00 296 0.00000E+00 0.00000E+00-2.17875E+02 2.54187E+01 0.00000E+00 0.00000E+00 297 0.00000E+00 0.00000E+00-2.17875E+02 2.54187E+01 0.00000E+00 0.00000E+00 338 0.00000E+00 0.00000E+00-1.40374E+03 1.05514E+03 0.00000E+00 0.00000E+00 340 0.00000E+00 0.00000E+00-1.40374E+03-1.05514E+03 0.00000E+00 0.00000E+00 344-2.76150E+02 0.00000E+00 0.00000E+00-2.55823E-15 0.00000E+00 3.22175E+01 357-5.95695E+02 0.00000E+00-5.03589E-14-2.55823E-15 0.00000E+00 1.09211E+01 358-2.76150E+02 0.00000E+00-2.51794E-14 2.55823E-15 0.00000E+00-3.22175E+01 359-5.95695E+02 0.00000E+00-5.03589E-14-2.55823E-15 0.00000E+00 1.09211E+01 362-1.29396E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 7.07365E+02 363-1.29396E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 7.07365E+02 364-1.17142E+03 7.95338E+02 1.23042E+02 3.12468E+02 0.00000E+00-1.01857E+03 365-1.17142E+03 7.95338E+02 1.23042E+02 3.12469E+02 0.00000E+00-1.01857E+03 368-1.77919E+03 0.00000E+00-1.13307E-13 8.05843E-14 0.00000E+00-1.08234E+03 369-1.60956E+03 0.00000E+00-1.00718E-13 8.18634E-14 0.00000E+00-1.09450E+03 370 1.08126E+02 7.01741E+02 1.08565E+02-3.18129E+02 0.00000E+00 3.16842E+02 371 1.08125E+02 7.01740E+02 1.08565E+02-3.18130E+02 0.00000E+00 3.16842E+02 372-1.67662E+03 0.00000E+00 2.13839E+03-1.39352E+03 0.00000E+00-1.09260E+03 376 2.26615E-13 0.00000E+00-2.26921E+03 1.38043E+03 0.00000E+00 1.62448E-13 377-1.77919E+03 0.00000E+00-2.26921E+03 1.38043E+03 0.00000E+00-1.08234E+03 378 0.00000E+00 2.13676E+02-5.35459E+01 4.22210E+01 0.00000E+00 0.00000E+00 383-2.44735E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 2.38616E+03 390-2.17403E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 1.88295E+03 391-2.17403E+03 1.43663E+03 2.03043E+02-6.10551E+02 0.00000E+00-1.88295E+03 394-1.35961E-02 5.19005E+02 7.33407E+01-2.39054E+02 0.00000E+00-4.43165E-02 395-4.86848E-02 1.09154E+03 1.54267E+02-1.06100E+03 0.00000E+00-3.34840E-01 396 1.25897E-13 0.00000E+00-1.16932E+03-2.23531E+02 0.00000E+00-2.04658E-14 401-1.69751E+02 3.93770E+02 2.71904E+02-1.34352E+02 0.00000E+00 2.25667E+00 403-9.19185E+02 3.91418E-02-1.00718E-13-6.57380E-08-1.54376E-03 3.56950E+02 404-9.19185E+02-7.68415E-19-1.00718E-13-2.04658E-14 3.08751E-03 3.56950E+02 408 0.00000E+00 2.17582E+02 3.06709E+01 4.20103E+01 0.00000E+00 0.00000E+00 410 0.00000E+00 2.13675E+02-5.35457E+01-4.22210E+01 0.00000E+00 0.00000E+00 411 0.00000E+00 2.17582E+02 3.06709E+01 4.20103E+01 0.00000E+00 0.00000E+00 412 0.00000E+00 2.17582E+02 3.06709E+01 4.20103E+01 0.00000E+00 0.00000E+00 413 0.00000E+00 2.17582E+02 3.06709E+01 4.20103E+01 0.00000E+00 0.00000E+00 414 0.00000E+00 2.17582E+02 3.06709E+01 4.20103E+01 0.00000E+00 0.00000E+00 415 0.00000E+00 2.17582E+02 3.06709E+01 4.20103E+01 0.00000E+00 0.00000E+00 416 0.00000E+00 2.17582E+02 3.06709E+01 4.20103E+01 0.00000E+00 0.00000E+00 STAAD SPACE -- PAGE NO. 102

APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 417 0.00000E+00 2.17582E+02 3.06709E+01 4.20103E+01 0.00000E+00 0.00000E+00 418 0.00000E+00 2.17582E+02 3.06709E+01 4.20103E+01 0.00000E+00 0.00000E+00 419 0.00000E+00 2.17582E+02 3.06709E+01 4.20103E+01 0.00000E+00 0.00000E+00 420 0.00000E+00 2.17582E+02 3.06709E+01 4.20103E+01 0.00000E+00 0.00000E+00 421 0.00000E+00 2.13675E+02-5.35457E+01-4.22210E+01 0.00000E+00 0.00000E+00 422 0.00000E+00 2.13675E+02-5.35457E+01-4.22210E+01 0.00000E+00 0.00000E+00 423 0.00000E+00 2.13675E+02-5.35457E+01-4.22210E+01 0.00000E+00 0.00000E+00 424 0.00000E+00 2.13675E+02-5.35457E+01-4.22210E+01 0.00000E+00 0.00000E+00 425 0.00000E+00 2.13675E+02-5.35457E+01-4.22210E+01 0.00000E+00 0.00000E+00 426 0.00000E+00 2.13675E+02-5.35457E+01-4.22210E+01 0.00000E+00 0.00000E+00 427 0.00000E+00 2.13675E+02-5.35457E+01-4.22210E+01 0.00000E+00 0.00000E+00 438 1.44228E+01 9.36211E+01 1.44813E+01 5.66102E+00 0.00000E+00-5.63818E+00

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439 1.44228E+01 9.36211E+01 1.44813E+01 5.66102E+00 0.00000E+00-5.63818E+00 602-9.19185E+02 3.91418E-02-1.00718E-13 6.57380E-08 1.54376E-03-3.56950E+02 607-9.19185E+02-7.68415E-19-1.00718E-13 2.04658E-14-3.08751E-03-3.56950E+02 608 1.60662E-05-8.26939E-08-1.17234E+03 4.55260E+02 6.83976E-01-1.76163E-05 609-9.19183E+02 9.66792E-08-7.93390E-06 5.00500E-08 5.51479E-01-3.56951E+02 653-2.76150E+02 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-3.22175E+01 658-1.55626E+03 0.00000E+00 3.97426E-06-2.16820E-06 0.00000E+00 5.78167E-05 659-1.55626E+03 0.00000E+00 3.97426E-06-2.16820E-06 0.00000E+00 5.78167E-05 660-1.55626E+03 0.00000E+00 3.97426E-06-2.16820E-06 0.00000E+00 5.78167E-05 661-1.55626E+03 0.00000E+00 3.97426E-06-2.16820E-06 0.00000E+00 5.78167E-05 662-1.55626E+03 0.00000E+00 3.97426E-06-2.16820E-06 0.00000E+00 5.78167E-05 663-1.55626E+03 0.00000E+00 3.97426E-06-2.16820E-06 0.00000E+00 5.78167E-05 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 6 LOADTYPE WIND TITLE VX (VIENTO EN DIRECCION X) CENTER OF FORCE BASED ON X FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.345758830E+02 Y = 0.279375061E+01 Z = 0.117219938E+02 CENTER OF FORCE BASED ON Y FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.296011706E+02 Y = 0.490315897E+01 Z = 0.129865292E+02 CENTER OF FORCE BASED ON Z FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.389961540E+02 Y = 0.341249246E+01 Z = -0.275372024E+02 STAAD SPACE -- PAGE NO. 103

***TOTAL APPLIED LOAD ( KG METE ) SUMMARY (LOADING 6 ) SUMMATION FORCE-X = -178117.17 SUMMATION FORCE-Y = 65999.19 SUMMATION FORCE-Z = -27287.43 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= -950218.46 MY= -1023783.52 MZ= 2451268.08 ***TOTAL REACTION LOAD( KG METE ) SUMMARY (LOADING 6 ) SUMMATION FORCE-X = 178117.17 SUMMATION FORCE-Y = -65999.19 SUMMATION FORCE-Z = 27287.43 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 950218.68 MY= 1023783.59 MZ= -2451268.24

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MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 6) MAXIMUMS AT NODE X = -1.29395E+00 242 Y = 2.69566E-01 446 Z = -3.66751E-01 609 RX= 1.08172E-03 290 RY= -4.41880E-03 236 RZ= 1.61883E-03 662 EXTERNAL AND INTERNAL JOINT LOAD SUMMARY ( KG METE )- JT EXT FX/ EXT FY/ EXT FZ/ EXT MX/ EXT MY/ EXT MZ/ INT FX INT FY INT FZ INT MX INT MY INT MZ SUPPORT=1 1 0.00 0.00 0.00 0.00 0.00 0.00 -3056.42 1046.25 1405.72 1137.80 -14.33 4394.48 111111 2 0.00 0.00 0.00 0.00 0.00 0.00 -3310.73 1180.76 1386.90 1060.33 10.05 4615.34 111111 3 0.00 0.00 0.00 0.00 0.00 0.00 -3287.07 1173.38 1276.20 819.73 8.31 4556.80 111111 4 0.00 0.00 0.00 0.00 0.00 0.00 -3296.33 1216.71 1166.28 580.11 12.17 4584.59 111111 5 0.00 0.00 0.00 0.00 0.00 0.00 -3182.02 2050.40 1039.02 291.43 4.82 4429.80 111111 6 0.00 0.00 0.00 0.00 0.00 0.00 -3192.15 3169.69 -303.32 -1246.34 29.38 4614.57 111111 19 0.00 0.00 0.00 0.00 0.00 0.00 -2967.20 707.62 1375.97 1257.34 6.75 4307.25 111111 20 0.00 0.00 0.00 0.00 0.00 0.00 -1531.22 1906.01 1298.82 1011.66 12.19 2838.62 111111 21 0.00 0.00 0.00 0.00 0.00 0.00 -1356.77 1750.28 1191.92 771.63 10.93 2837.91 111111 22 0.00 0.00 0.00 0.00 0.00 0.00 -1357.77 1769.57 1171.35 739.55 14.06 2849.17 111111 23 0.00 0.00 0.00 0.00 0.00 0.00 -1350.18 1693.16 1104.00 577.87 12.17 2834.57 111111 STAAD SPACE -- PAGE NO. 104

24 0.00 0.00 0.00 0.00 0.00 0.00 -1357.55 1736.77 1097.04 547.43 15.24 2851.17 111111

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25 0.00 0.00 0.00 0.00 0.00 0.00 -1344.72 1738.68 996.96 346.43 12.67 2827.69 111111 26 0.00 0.00 0.00 0.00 0.00 0.00 -1347.73 1813.35 967.83 267.88 14.19 2835.52 111111 27 0.00 0.00 0.00 0.00 0.00 0.00 -1345.28 1388.43 965.29 205.14 13.30 2827.79 111111 28 0.00 0.00 0.00 0.00 0.00 0.00 -1314.53 2961.21 1089.15 359.01 15.01 2846.92 111111 49 0.00 0.00 0.00 0.00 0.00 0.00 -3323.99 108.16 -263.55 -326.79 58.19 4892.15 111111 50 0.00 0.00 0.00 0.00 0.00 0.00 -3419.19 288.80 -277.40 -688.27 17.42 5034.88 111111 51 0.00 0.00 0.00 0.00 0.00 0.00 -3162.44 531.69 -300.99 -781.52 14.49 4678.74 111111 58 0.00 0.00 0.00 0.00 0.00 0.00 -2967.31 -624.27 -55.12 276.99 40.59 4313.13 111111 59 0.00 0.00 0.00 0.00 0.00 0.00 -1056.03 1254.98 178.83 347.25 9.82 2034.01 111111 60 0.00 0.00 0.00 0.00 0.00 0.00 -820.48 1796.57 52.71 285.94 13.30 2097.84 111111 61 0.00 0.00 0.00 0.00 0.00 0.00 -815.67 1785.61 135.13 214.32 14.29 2088.62 111111 62 0.00 0.00 0.00 0.00 0.00 0.00 -815.39 1925.11 -7.04 133.20 14.30 2091.43 111111 63 0.00 0.00 0.00 0.00 0.00 0.00 -815.10 1799.95 68.88 38.02 16.34 2106.41 111111 64 0.00 0.00 0.00 0.00 0.00 0.00 -795.93 3307.77 43.38 -44.11 11.54 2023.59 111111 65 0.00 0.00 0.00 0.00 0.00 0.00 -1141.27 -165.97 -566.97 -1090.47 5.84 2340.11 111111 82 0.00 0.00 0.00 0.00 0.00 0.00 -3269.62 -361.44 -150.23 91.56 -4.98 4782.93 111111 98 0.00 0.00 0.00 0.00 0.00 0.00 -3167.89 1247.40 -1426.25 -1394.95 28.96 4495.03 111111 99 0.00 0.00 0.00 0.00 0.00 0.00 -3044.75 1580.76 -1650.31 -1780.90 11.44 4365.34 111111 100 0.00 0.00 0.00 0.00 0.00 0.00

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-1252.12 1177.47 -1720.70 -1735.86 30.04 2469.14 111111 101 0.00 0.00 0.00 0.00 0.00 0.00 -1060.01 1665.55 -1669.07 -1839.87 25.30 2520.02 111111 102 0.00 0.00 0.00 0.00 0.00 0.00 -1048.42 1626.23 -1766.46 -1854.61 27.66 2510.76 111111 103 0.00 0.00 0.00 0.00 0.00 0.00 -1058.82 1712.15 -1712.66 -1961.10 26.18 2523.54 111111 104 0.00 0.00 0.00 0.00 0.00 0.00 -1129.55 2306.75 -1803.29 -1951.74 34.03 2501.53 111111 119 0.00 0.00 0.00 0.00 0.00 0.00 -3984.51 -4462.39 233.59 59.82 37.22 4104.34 111111 120 0.00 0.00 0.00 0.00 0.00 0.00 -4097.37 3067.71 160.14 -216.52 19.49 3862.27 111111 121 0.00 0.00 0.00 0.00 0.00 0.00 -4148.56 -3028.87 132.58 -312.83 4.95 3974.19 111111 122 0.00 0.00 0.00 0.00 0.00 0.00 -4145.98 2744.13 123.31 -306.58 3.08 3991.16 111111 STAAD SPACE -- PAGE NO. 105

123 0.00 0.00 0.00 0.00 0.00 0.00 -4072.54 -3228.76 96.64 -398.86 0.71 3879.74 111111 124 0.00 0.00 0.00 0.00 0.00 0.00 -3994.06 3774.86 98.68 -286.27 1.65 3998.00 111111 143 0.00 0.00 0.00 0.00 0.00 0.00 -3195.00 1867.30 -1245.71 -784.37 123.94 4849.30 111111 144 0.00 0.00 0.00 0.00 0.00 0.00 -3615.19 3497.14 -1353.85 -975.79 55.65 5319.86 111111 145 0.00 0.00 0.00 0.00 0.00 0.00 -3589.52 3145.06 -1429.53 -1162.56 66.94 5231.76 111111 146 0.00 0.00 0.00 0.00 0.00 0.00 -3619.33 2662.44 -1520.77 -1373.26 54.67 5371.69 111111 164 0.00 0.00 0.00 0.00 0.00 0.00 -1409.85 72.73 -2463.83 -2432.46 21.79 3557.39 111111 165 0.00 0.00 0.00 0.00 0.00 0.00 -1578.56 -271.62 -489.20 -692.78 23.01 3460.41 111111 166 0.00 0.00 0.00 0.00 0.00 0.00 -1310.51 -2364.57 -516.77 -1141.61 23.45 3031.33 111111 167 0.00 0.00 0.00 0.00 0.00 0.00

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-3012.26 -104.36 1315.06 561.48 27.97 4322.34 111111 180 0.00 0.00 0.00 0.00 0.00 0.00 -1500.62 -530.95 -2309.57 -2267.10 -1.20 3561.66 111111 181 0.00 0.00 0.00 0.00 0.00 0.00 -1596.87 -1129.91 -515.96 -932.57 22.85 3597.67 111111 182 0.00 0.00 0.00 0.00 0.00 0.00 -2393.35 -558.91 -811.36 -1762.52 39.02 5545.57 111111 183 0.00 0.00 0.00 0.00 0.00 0.00 -1656.03 -709.79 -619.41 -1234.18 28.62 3323.12 111111 184 0.00 0.00 0.00 0.00 0.00 0.00 -3182.33 925.81 -393.77 -1089.83 36.62 4382.74 111111 195 0.00 0.00 0.00 0.00 0.00 0.00 -3373.10 -1072.84 -2658.26 -2677.71 24.88 5396.05 111111 196 0.00 0.00 0.00 0.00 0.00 0.00 -3410.88 524.51 -648.94 -977.77 44.03 5106.99 111111 197 0.00 0.00 0.00 0.00 0.00 0.00 -1426.16 -755.75 -676.80 -1206.27 -8.42 3425.90 111111 198 0.00 0.00 0.00 0.00 0.00 0.00 -1605.92 -336.20 -923.23 -1258.94 33.63 3234.10 111111 199 0.00 0.00 0.00 0.00 0.00 0.00 -3401.96 901.38 -958.61 -1220.56 31.74 4645.33 111111 200 0.00 0.00 0.00 0.00 0.00 0.00 -3432.67 1231.49 -785.08 -1488.27 15.74 4917.08 111111 219 0.00 0.00 0.00 0.00 0.00 0.00 -1552.61 -1593.65 235.14 326.64 72.71 1161.03 111111 221 0.00 0.00 0.00 0.00 0.00 0.00 -704.60 457.72 -422.61 -52.81 -10.18 133.51 111111 222 0.00 0.00 0.00 0.00 0.00 0.00 -456.08 -242.31 -141.64 -15.46 -21.79 468.93 111111 223 0.00 0.00 0.00 0.00 0.00 0.00 -2309.70 -565.65 -201.24 339.51 -2.56 949.18 111111 224 0.00 0.00 0.00 0.00 0.00 0.00 -1900.98 676.10 396.02 586.37 -153.09 1908.00 111111 243 0.00 0.00 0.00 0.00 0.00 0.00 -1590.09 -404.98 11.22 121.73 47.72 1378.03 111111 251 0.00 0.00 0.00 0.00 0.00 0.00 -510.22 2841.16 -607.91 -784.54 -14.63 810.15 111111

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252 0.00 0.00 0.00 0.00 0.00 0.00 -845.46 115.49 -836.55 -3.58 -1.47 1087.97 111111 253 0.00 0.00 0.00 0.00 0.00 0.00 -850.68 -386.21 -85.45 -51.31 -3.79 1115.13 111111 254 0.00 0.00 0.00 0.00 0.00 0.00 -858.97 231.01 -49.11 -33.22 -3.94 1137.11 111111 255 0.00 0.00 0.00 0.00 0.00 0.00 -875.55 685.34 -39.39 -30.69 -5.38 1153.35 111111 256 0.00 0.00 0.00 0.00 0.00 0.00 -1848.49 1269.34 -32.48 -34.06 -7.02 1222.36 111111 275 0.00 0.00 0.00 0.00 0.00 0.00 -99.43 34.28 -412.40 -592.00 -0.47 235.76 111111 276 0.00 0.00 0.00 0.00 0.00 0.00 -212.83 -178.08 -636.76 -765.82 1.34 193.81 111111 277 0.00 0.00 0.00 0.00 0.00 0.00 -310.72 -911.05 -628.95 -822.14 9.71 148.30 111111 278 0.00 0.00 0.00 0.00 0.00 0.00 -332.89 562.48 -1507.01 -1330.81 23.98 164.15 111111 279 0.00 0.00 0.00 0.00 0.00 0.00 -1526.53 -1039.46 -1494.95 -1291.11 -29.33 133.04 111111 299 0.00 0.00 0.00 0.00 0.00 0.00 -309.79 -406.53 -901.87 -13.09 -0.92 201.65 111111 300 0.00 0.00 0.00 0.00 0.00 0.00 -1295.26 -281.40 -58.61 -97.12 -3.47 127.38 111111 305 0.00 0.00 0.00 0.00 0.00 0.00 -240.09 -411.37 -86.55 -87.66 -1.18 293.21 111111 306 0.00 0.00 0.00 0.00 0.00 0.00 -1395.02 193.19 -60.31 -114.74 -3.62 132.21 111111 311 0.00 0.00 0.00 0.00 0.00 0.00 -241.72 -536.05 -91.40 -47.19 -4.02 321.09 111111 312 0.00 0.00 0.00 0.00 0.00 0.00 -1430.04 175.42 -59.73 -112.32 -4.44 145.60 111111 317 0.00 0.00 0.00 0.00 0.00 0.00 -267.53 -724.60 -25.85 -41.43 -11.70 383.43 111111 318 0.00 0.00 0.00 0.00 0.00 0.00 -1501.12 294.64 -56.63 -110.62 -4.24 152.94 111111

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323 0.00 0.00 0.00 0.00 0.00 0.00 -148.25 553.19 -1116.29 -13.45 2.06 275.88 111111 328 0.00 0.00 0.00 0.00 0.00 0.00 -219.15 -424.30 -861.37 -12.38 0.52 217.51 111111 333 0.00 0.00 0.00 0.00 0.00 0.00 -374.59 670.26 -109.44 -75.60 0.36 212.79 111111 360 0.00 0.00 0.00 0.00 0.00 0.00 -3606.89 1939.40 -951.22 -2004.10 58.77 5262.13 111111 361 0.00 0.00 0.00 0.00 0.00 0.00 -3907.75 3311.88 -1201.11 -2411.03 47.86 5739.99 111111 392 0.00 0.00 0.00 0.00 0.00 0.00 -3015.23 1773.53 156.44 111.75 4.10 4410.82 111111 646 0.00 0.00 0.00 0.00 0.00 0.00 -1436.40 814.92 -174.16 -576.69 24.38 3275.09 111111 656 0.00 0.00 0.00 0.00 0.00 0.00 -427.74 1380.34 -1412.60 -473.47 25.76 31.38 111111 FOR LOADING - 7APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z STAAD SPACE -- PAGE NO. 107

APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 7 0.00000E+00 0.00000E+00 5.68854E+02 3.75444E+02 0.00000E+00 0.00000E+00 8 0.00000E+00 0.00000E+00 5.68854E+02 3.75444E+02 0.00000E+00 0.00000E+00 9 0.00000E+00 0.00000E+00 5.68854E+02 3.75444E+02 0.00000E+00 0.00000E+00 10 0.00000E+00 0.00000E+00 5.68854E+02 3.75444E+02 0.00000E+00 0.00000E+00 11 0.00000E+00 0.00000E+00 5.68854E+02 3.75444E+02 0.00000E+00 0.00000E+00 12 0.00000E+00 0.00000E+00 5.68854E+02 3.75444E+02 0.00000E+00 0.00000E+00 13 0.00000E+00 1.17502E+03 7.34483E+02 1.48660E+02 0.00000E+00 0.00000E+00 14 0.00000E+00 1.17502E+03 7.34483E+02 1.48660E+02 0.00000E+00 0.00000E+00 15 0.00000E+00 1.17502E+03 7.34483E+02 1.48660E+02 0.00000E+00 0.00000E+00 16 0.00000E+00 1.17502E+03 7.34483E+02 1.48660E+02 0.00000E+00 0.00000E+00 17 0.00000E+00 1.17502E+03 7.34483E+02 1.48660E+02 0.00000E+00 0.00000E+00 18-1.45602E-01 7.65985E+02 6.76883E+02-2.55679E+02 0.00000E+00 3.60661E-01 29-2.44189E+03 0.00000E+00 6.44988E+02 4.82666E+02 0.00000E+00 1.82734E+03 30 0.00000E+00 0.00000E+00 6.44988E+02 4.82666E+02 0.00000E+00 0.00000E+00 31 0.00000E+00 0.00000E+00 6.44988E+02 4.82666E+02 0.00000E+00 0.00000E+00 32 0.00000E+00 0.00000E+00 6.44988E+02 4.82666E+02 0.00000E+00 0.00000E+00 33 0.00000E+00 0.00000E+00 6.44988E+02 4.82666E+02 0.00000E+00 0.00000E+00 34 0.00000E+00 0.00000E+00 6.44988E+02 4.82666E+02 0.00000E+00 0.00000E+00 35 0.00000E+00 0.00000E+00 6.44988E+02 4.82666E+02 0.00000E+00 0.00000E+00 36 0.00000E+00 0.00000E+00 6.44988E+02 4.82666E+02 0.00000E+00 0.00000E+00 37 0.00000E+00 0.00000E+00 6.44988E+02 4.82666E+02 0.00000E+00 0.00000E+00 38 0.00000E+00 0.00000E+00 6.44988E+02 4.82666E+02 0.00000E+00 0.00000E+00 39-2.44189E+03 2.10240E+03 9.41789E+02-3.94311E+01 0.00000E+00-1.82734E+03 40 0.00000E+00 2.70240E+03 1.02659E+03 1.23554E+03 0.00000E+00 0.00000E+00 41 0.00000E+00 2.70240E+03 1.02659E+03 1.23554E+03 0.00000E+00 0.00000E+00

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42 0.00000E+00 2.70240E+03 1.02659E+03 1.23554E+03 0.00000E+00 0.00000E+00 43 0.00000E+00 2.70240E+03 1.02659E+03 1.23554E+03 0.00000E+00 0.00000E+00 44 0.00000E+00 2.70240E+03 1.02659E+03 1.23554E+03 0.00000E+00 0.00000E+00 45 0.00000E+00 2.70240E+03 1.02659E+03 1.23554E+03 0.00000E+00 0.00000E+00 46 0.00000E+00 2.70240E+03 1.02659E+03 1.23554E+03 0.00000E+00 0.00000E+00 47-6.11034E-02 2.27237E+03 9.65806E+02 2.69969E+02 0.00000E+00 4.19535E-01 48-1.70351E-02 1.55268E+03 8.64080E+02-7.59887E+02 0.00000E+00 5.55258E-02 52 0.00000E+00 0.00000E+00 1.42513E+03 8.83582E+02 0.00000E+00 0.00000E+00 53 0.00000E+00 0.00000E+00 1.42513E+03 8.83582E+02 0.00000E+00 0.00000E+00 54 0.00000E+00 0.00000E+00 1.42513E+03 8.83582E+02 0.00000E+00 0.00000E+00 55 0.00000E+00 0.00000E+00 1.42513E+03-8.83582E+02 0.00000E+00 0.00000E+00 56 0.00000E+00 0.00000E+00 1.42513E+03-8.83582E+02 0.00000E+00 0.00000E+00 57 0.00000E+00 0.00000E+00 1.42513E+03-8.83582E+02 0.00000E+00 0.00000E+00 66-3.01837E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 2.79199E+03 74-3.01837E+03 1.12090E+03 1.56474E+02-6.12920E+01 0.00000E+00-2.79199E+03 75 0.00000E+00 2.32104E+03 3.26095E+02-2.10124E+03 0.00000E+00 0.00000E+00 76 0.00000E+00 2.32104E+03 3.26095E+02-2.10124E+03 0.00000E+00 0.00000E+00 77 0.00000E+00 2.32104E+03 3.26095E+02-2.10124E+03 0.00000E+00 0.00000E+00 78 0.00000E+00 2.32104E+03 3.26095E+02-2.10124E+03 0.00000E+00 0.00000E+00 79 0.00000E+00 2.32104E+03 3.26095E+02-2.10124E+03 0.00000E+00 0.00000E+00 80 0.00000E+00 2.32104E+03 3.26095E+02-2.10124E+03 0.00000E+00 0.00000E+00 90 0.00000E+00 6.76800E+02 2.07074E+03-1.84685E+03 0.00000E+00 0.00000E+00 91 0.00000E+00 1.19974E+03-9.84357E+01 1.44564E+02 0.00000E+00 0.00000E+00 92 0.00000E+00 1.19974E+03-9.84357E+01 1.44564E+02 0.00000E+00 0.00000E+00 93 0.00000E+00 1.19974E+03-9.84357E+01 1.44564E+02 0.00000E+00 0.00000E+00 94 0.00000E+00 1.19974E+03-9.84357E+01 1.44564E+02 0.00000E+00 0.00000E+00 95 0.00000E+00 1.19974E+03-9.84357E+01 1.44564E+02 0.00000E+00 0.00000E+00 96 0.00000E+00 1.19974E+03-9.84357E+01 1.44564E+02 0.00000E+00 0.00000E+00 STAAD SPACE -- PAGE NO. 108

APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 97 0.00000E+00 5.22941E+02 7.19643E+01-1.93696E+02 0.00000E+00 0.00000E+00 105 0.00000E+00 0.00000E+00 1.96913E+03 1.68689E+03 0.00000E+00 0.00000E+00 106-2.79539E+03 0.00000E+00 1.96913E+03 1.68689E+03 0.00000E+00 2.39472E+03 107 0.00000E+00 0.00000E+00 1.96913E+03 1.68689E+03 0.00000E+00 0.00000E+00 108 0.00000E+00 0.00000E+00 1.96913E+03 1.68689E+03 0.00000E+00 0.00000E+00 109 0.00000E+00 0.00000E+00 1.96913E+03 1.68689E+03 0.00000E+00 0.00000E+00 110 0.00000E+00 0.00000E+00 1.96913E+03 1.68689E+03 0.00000E+00 0.00000E+00 111 0.00000E+00 0.00000E+00 1.96913E+03 1.68689E+03 0.00000E+00 0.00000E+00 112 0.00000E+00 1.69200E+03 1.54433E+03-1.26449E+03 0.00000E+00 0.00000E+00 113-2.79539E+03 1.69200E+03 1.54433E+03-1.26449E+03 0.00000E+00-2.39472E+03 114 0.00000E+00 1.69200E+03 1.54433E+03-1.26449E+03 0.00000E+00 0.00000E+00 115 0.00000E+00 1.69200E+03 1.54433E+03-1.26449E+03 0.00000E+00 0.00000E+00 116 0.00000E+00 1.69200E+03 1.54433E+03-1.26449E+03 0.00000E+00 0.00000E+00 117 0.00000E+00 1.69200E+03 1.54433E+03-1.26449E+03 0.00000E+00 0.00000E+00 118 0.00000E+00 1.69200E+03 1.54433E+03-1.26449E+03 0.00000E+00 0.00000E+00 125 1.68793E-05 0.00000E+00 7.12566E+02 2.20895E+02 0.00000E+00-1.28273E-06 126 1.68793E-05 0.00000E+00 7.12566E+02 2.20895E+02 0.00000E+00-1.28273E-06 127 1.68793E-05 0.00000E+00 7.12566E+02 2.20895E+02 0.00000E+00-1.28273E-06 128 1.68793E-05 0.00000E+00 7.12566E+02 2.20895E+02 0.00000E+00-1.28273E-06 129 1.68793E-05 0.00000E+00 7.12566E+02 2.20895E+02 0.00000E+00-1.28273E-06 130 1.68793E-05 0.00000E+00 7.12566E+02 2.20895E+02 0.00000E+00-1.28273E-06 131-8.10810E-06 0.00000E+00 1.20293E+03-1.16284E+02 0.00000E+00 1.71636E-06 132-8.10810E-06 0.00000E+00 1.20293E+03-1.16284E+02 0.00000E+00 1.71636E-06 133-8.10810E-06 0.00000E+00 1.20293E+03-1.16284E+02 0.00000E+00 1.71636E-06

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134-8.10810E-06 0.00000E+00 1.20293E+03-1.16284E+02 0.00000E+00 1.71636E-06 135-8.10810E-06 0.00000E+00 1.20293E+03-1.16284E+02 0.00000E+00 1.71636E-06 136-8.10810E-06 0.00000E+00 1.20293E+03-1.16284E+02 0.00000E+00 1.71636E-06 137-2.51677E-06 0.00000E+00 4.90368E+02-1.04612E+02 0.00000E+00-9.92235E-07 138-2.51677E-06 0.00000E+00 4.90368E+02-1.04612E+02 0.00000E+00-9.92235E-07 139-2.51677E-06 0.00000E+00 4.90368E+02-1.04612E+02 0.00000E+00-9.92235E-07 140-2.51677E-06 0.00000E+00 4.90368E+02-1.04612E+02 0.00000E+00-9.92235E-07 141-2.51677E-06 0.00000E+00 4.90368E+02-1.04612E+02 0.00000E+00-9.92235E-07 142-2.51677E-06 0.00000E+00 4.90368E+02-1.04612E+02 0.00000E+00-9.92235E-07 147 0.00000E+00 0.00000E+00 1.56305E+03 1.06287E+03 0.00000E+00 0.00000E+00 148 0.00000E+00 0.00000E+00 1.56305E+03 1.06287E+03 0.00000E+00 0.00000E+00 149 0.00000E+00 0.00000E+00 1.56305E+03 1.06287E+03 0.00000E+00 0.00000E+00 150 0.00000E+00 0.00000E+00 1.56305E+03 1.06287E+03 0.00000E+00 0.00000E+00 151 0.00000E+00 1.28255E+03 1.24165E+03-1.77063E+03 0.00000E+00 0.00000E+00 152 0.00000E+00 1.28255E+03 1.24165E+03-1.77063E+03 0.00000E+00 0.00000E+00 153 0.00000E+00 1.28255E+03 1.24165E+03-1.77063E+03 0.00000E+00 0.00000E+00 154 0.00000E+00 1.28255E+03 1.24165E+03-1.77063E+03 0.00000E+00 0.00000E+00 155 0.00000E+00 1.17502E+03 1.65629E+02 5.24104E+02 0.00000E+00 0.00000E+00 156 0.00000E+00 1.17502E+03 1.65629E+02 5.24104E+02 0.00000E+00 0.00000E+00 157 0.00000E+00 1.17502E+03 1.65629E+02 5.24104E+02 0.00000E+00 0.00000E+00 158 0.00000E+00 1.17502E+03 1.65629E+02 5.24104E+02 0.00000E+00 0.00000E+00 159 0.00000E+00 1.17502E+03 1.65629E+02 5.24104E+02 0.00000E+00 0.00000E+00 160 0.00000E+00 1.28255E+03-3.21397E+02-7.07759E+02 0.00000E+00 0.00000E+00 161 0.00000E+00 1.28255E+03-3.21397E+02-7.07759E+02 0.00000E+00 0.00000E+00 162 0.00000E+00 1.28255E+03-3.21397E+02-7.07759E+02 0.00000E+00 0.00000E+00 163 0.00000E+00 1.79784E+03 2.54095E+02-2.29494E+03 0.00000E+00 0.00000E+00 168-2.01435E-13 0.00000E+00 2.79282E+03 2.09927E+03 0.00000E+00 1.63727E-13 171 1.30764E+03 0.00000E+00 9.47376E+02 6.44216E+02 0.00000E+00-8.89195E+02 172-2.26615E-13 0.00000E+00 3.16003E+03-2.06297E+03 0.00000E+00-1.61169E-13 STAAD SPACE -- PAGE NO. 109

APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 175 8.30095E+02 0.00000E+00 6.01398E+02 2.07482E+02 0.00000E+00-2.86383E+02 176-1.00718E-13 0.00000E+00 1.07564E+03-3.11397E+02 0.00000E+00-4.09317E-14 179 7.46765E+02 0.00000E+00 5.41026E+02-2.10098E+02 0.00000E+00 2.89994E+02 185-2.01435E-13 0.00000E+00 2.52654E+03 1.71805E+03 0.00000E+00 0.00000E+00 189 1.30764E+03 0.00000E+00 9.47376E+02 6.44216E+02 0.00000E+00-8.89195E+02 190-3.78644E-05 2.23063E-07 1.70913E+03 5.41226E+02 8.41801E-01 8.35740E-06 194 8.84582E+02 2.96513E-08 6.40873E+02 2.02943E+02 7.63403E-01-2.80118E+02 201-2.01435E-13 0.00000E+00 2.52654E+03 1.71805E+03 0.00000E+00 0.00000E+00 202-2.01435E-13 0.00000E+00 2.79282E+03 2.09927E+03 0.00000E+00 1.63727E-13 205 1.44546E+03 0.00000E+00 1.00718E-13 8.18634E-14 0.00000E+00-1.08650E+03 206 1.30764E+03 0.00000E+00 9.47376E+02 6.44216E+02 0.00000E+00-8.89195E+02 207 7.46765E+02 0.00000E+00 1.70913E+03 5.41225E+02 0.00000E+00-2.89994E+02 208 7.46765E+02 0.00000E+00 4.23567E+03-1.53896E+03 0.00000E+00-2.89994E+02 211 2.19222E+03 0.00000E+00 1.44285E+03 5.60308E+02 0.00000E+00 7.96506E+02 212 7.46765E+02 0.00000E+00 5.41026E+02 2.10099E+02 0.00000E+00-2.89994E+02 213 7.46765E+02 0.00000E+00 1.44285E+03-5.60308E+02 0.00000E+00 2.89994E+02 214 7.46765E+02 0.00000E+00 1.44285E+03-5.60308E+02 0.00000E+00 2.89994E+02 217 7.46765E+02 0.00000E+00 1.44285E+03-5.60308E+02 0.00000E+00 2.89994E+02 218 7.46765E+02 0.00000E+00 5.41026E+02-2.10098E+02 0.00000E+00 2.89994E+02 225-1.00718E-13 0.00000E+00 1.72778E+03 1.29872E+03 0.00000E+00 8.18634E-14 228-5.03589E-14 0.00000E+00 6.47861E+02 4.86976E+02 0.00000E+00 4.09317E-14 229-5.03589E-14 0.00000E+00 6.47861E+02 4.86976E+02 0.00000E+00 4.09317E-14 230 2.45276E+03 0.00000E+00 6.47861E+02 4.86976E+02 0.00000E+00-1.84366E+03

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231-1.51077E-13 0.00000E+00 2.30626E+03-1.15313E+03 0.00000E+00-7.16305E-14 233-2.51794E-14 0.00000E+00 2.68170E+02 3.12865E+01 0.00000E+00 2.55823E-15 234-5.66537E-14 0.00000E+00 7.48416E+02-4.75244E+02 0.00000E+00-4.09317E-14 235-5.03589E-14 0.00000E+00 8.15770E+02-4.52531E+02 0.00000E+00-4.09317E-14 236 3.27398E+03 0.00000E+00 6.47862E+02-4.86976E+02 0.00000E+00 1.63699E+03 237-5.03589E-14 0.00000E+00 5.78481E+02-1.45584E+02 0.00000E+00-1.02329E-14 239-2.51794E-14 0.00000E+00 3.10311E+02-4.18920E+01 0.00000E+00-2.55823E-15 241 0.00000E+00 0.00000E+00 3.32014E+01-1.41903E+01 0.00000E+00 0.00000E+00 242 8.21213E+02 0.00000E+00 1.00718E-13-2.04658E-14 0.00000E+00 2.06672E+02 245-5.03589E-14 0.00000E+00 6.47861E+02 4.86976E+02 0.00000E+00 4.09317E-14 247-5.03589E-14 0.00000E+00 6.47862E+02-4.86976E+02 0.00000E+00-4.09317E-14 257 2.45276E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-1.84366E+03 258 2.45276E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-1.84366E+03 259 2.45276E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-1.84366E+03 260 2.45276E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-1.84366E+03 261 2.45276E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-1.84366E+03 262 2.45276E+03 0.00000E+00 6.47861E+02 4.86976E+02 0.00000E+00-1.84366E+03 263 2.83346E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 1.79925E+03 264 2.83346E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 1.79925E+03 265 2.83346E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 1.79925E+03 266 2.83346E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 1.79925E+03 267 2.83346E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 1.79925E+03 268 2.83346E+03 0.00000E+00 7.48417E+02-4.75244E+02 0.00000E+00 1.79925E+03 270 3.80695E+02 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 4.44144E+01 271 3.80695E+02 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 4.44144E+01 272 3.80695E+02 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 4.44144E+01 273 3.80695E+02 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 4.44144E+01 274 3.80695E+02 0.00000E+00 1.00555E+02-1.17314E+01 0.00000E+00 4.44144E+01 281 0.00000E+00 0.00000E+00 1.72778E+03 1.29872E+03 0.00000E+00 0.00000E+00 282 0.00000E+00 0.00000E+00 1.72778E+03 1.29872E+03 0.00000E+00 0.00000E+00 STAAD SPACE -- PAGE NO. 110

APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 283 0.00000E+00 0.00000E+00 1.72778E+03 1.29872E+03 0.00000E+00 0.00000E+00 284 0.00000E+00 0.00000E+00 1.72778E+03 1.29872E+03 0.00000E+00 0.00000E+00 285 0.00000E+00 0.00000E+00 1.72778E+03 1.29872E+03 0.00000E+00 0.00000E+00 287 0.00000E+00 0.00000E+00 1.99595E+03-1.26743E+03 0.00000E+00 0.00000E+00 288 0.00000E+00 0.00000E+00 1.99595E+03-1.26743E+03 0.00000E+00 0.00000E+00 289 0.00000E+00 0.00000E+00 1.99595E+03-1.26743E+03 0.00000E+00 0.00000E+00 290 0.00000E+00 0.00000E+00 1.99595E+03-1.26743E+03 0.00000E+00 0.00000E+00 291 0.00000E+00 0.00000E+00 1.99595E+03-1.26743E+03 0.00000E+00 0.00000E+00 293 0.00000E+00 0.00000E+00 2.68170E+02-3.12865E+01 0.00000E+00 0.00000E+00 294 0.00000E+00 0.00000E+00 2.68170E+02-3.12865E+01 0.00000E+00 0.00000E+00 295 0.00000E+00 0.00000E+00 2.68170E+02-3.12865E+01 0.00000E+00 0.00000E+00 296 0.00000E+00 0.00000E+00 2.68170E+02-3.12865E+01 0.00000E+00 0.00000E+00 297 0.00000E+00 0.00000E+00 2.68170E+02-3.12865E+01 0.00000E+00 0.00000E+00 338 0.00000E+00 0.00000E+00 1.72778E+03-1.29872E+03 0.00000E+00 0.00000E+00 340 0.00000E+00 0.00000E+00 1.72778E+03 1.29872E+03 0.00000E+00 0.00000E+00 344-6.29486E-15 0.00000E+00 1.00555E+02 1.17314E+01 0.00000E+00 0.00000E+00 346 0.00000E+00 0.00000E+00 2.68170E+02 3.12865E+01 0.00000E+00 0.00000E+00 356 0.00000E+00 0.00000E+00 2.68170E+02-3.12865E+01 0.00000E+00 0.00000E+00 357-5.03589E-14 0.00000E+00 5.78481E+02 1.06055E+01 0.00000E+00 0.00000E+00 358-6.29486E-15 0.00000E+00 1.00555E+02-1.17314E+01 0.00000E+00-1.27912E-15 359-6.29486E-15 0.00000E+00 1.00555E+02-1.17314E+01 0.00000E+00-1.27912E-15 362 1.05124E+03 0.00000E+00 7.61616E+02 4.16350E+02 0.00000E+00-5.74678E+02

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363 0.00000E+00 0.00000E+00 1.25657E+03 6.86924E+02 0.00000E+00 0.00000E+00 364 1.20478E+03 9.96507E+02 9.15780E+02-2.48471E+01 0.00000E+00 1.84759E+02 365 1.53541E+02 9.96508E+02 1.41073E+03-2.95421E+02 0.00000E+00-3.89919E+02 368 1.44545E+03 0.00000E+00 1.04722E+03-6.37060E+02 0.00000E+00 8.79318E+02 369 1.30764E+03 0.00000E+00 9.47376E+02-6.44216E+02 0.00000E+00 8.89195E+02 370 1.35474E+02 8.79237E+02 1.36025E+02-3.98596E+02 0.00000E+00 3.96983E+02 371 1.35474E+02 8.79236E+02 1.36025E+02-3.98596E+02 0.00000E+00 3.96983E+02 372 1.36212E+03 0.00000E+00 9.86850E+02-6.43097E+02 0.00000E+00 8.87651E+02 376-2.01435E-13 0.00000E+00 2.79282E+03-1.69896E+03 0.00000E+00-1.62448E-13 377-2.01435E-13 0.00000E+00 2.79282E+03-1.69896E+03 0.00000E+00-1.62448E-13 378 0.00000E+00 2.67722E+02-6.70896E+01 5.29002E+01 0.00000E+00 0.00000E+00 383 0.00000E+00 0.00000E+00 2.24114E+03 2.18511E+03 0.00000E+00 0.00000E+00 390-2.82621E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 2.44781E+03 391-2.82621E+03 1.80000E+03 2.54400E+02-7.64982E+02 0.00000E+00-2.44781E+03 394-1.70351E-02 6.50280E+02 9.18912E+01-2.99519E+02 0.00000E+00-5.55258E-02 395-6.09990E-02 1.36763E+03 1.93287E+02-1.32937E+03 0.00000E+00-4.19533E-01 396-1.51077E-13 0.00000E+00 1.43914E+03 2.75110E+02 0.00000E+00 3.83735E-14 401 1.37669E+02 4.93369E+02 1.69446E+02-1.70903E+02 0.00000E+00-2.42788E+00 403 7.46765E+02-3.80397E-02 1.44285E+03 5.60308E+02-2.26055E-02-2.89994E+02 404 7.46765E+02 1.24802E-02 1.44285E+03 5.60308E+02-2.50836E-03-2.89994E+02 408 0.00000E+00 2.72616E+02 3.84287E+01 5.26362E+01 0.00000E+00 0.00000E+00 410 0.00000E+00 2.67721E+02-6.70893E+01-5.29002E+01 0.00000E+00 0.00000E+00 411 0.00000E+00 2.72616E+02 3.84287E+01 5.26362E+01 0.00000E+00 0.00000E+00 412 0.00000E+00 2.72616E+02 3.84287E+01 5.26362E+01 0.00000E+00 0.00000E+00 413 0.00000E+00 2.72616E+02 3.84287E+01 5.26362E+01 0.00000E+00 0.00000E+00 414 0.00000E+00 2.72616E+02 3.84287E+01 5.26362E+01 0.00000E+00 0.00000E+00 415 0.00000E+00 2.72616E+02 3.84287E+01 5.26362E+01 0.00000E+00 0.00000E+00 416 0.00000E+00 2.72616E+02 3.84287E+01 5.26362E+01 0.00000E+00 0.00000E+00 417 0.00000E+00 2.72616E+02 3.84287E+01 5.26362E+01 0.00000E+00 0.00000E+00 418 0.00000E+00 2.72616E+02 3.84287E+01 5.26362E+01 0.00000E+00 0.00000E+00 419 0.00000E+00 2.72616E+02 3.84287E+01 5.26362E+01 0.00000E+00 0.00000E+00 STAAD SPACE -- PAGE NO. 111

APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 420 0.00000E+00 2.72616E+02 3.84287E+01 5.26362E+01 0.00000E+00 0.00000E+00 421 0.00000E+00 2.67721E+02-6.70893E+01-5.29002E+01 0.00000E+00 0.00000E+00 422 0.00000E+00 2.67721E+02-6.70893E+01-5.29002E+01 0.00000E+00 0.00000E+00 423 0.00000E+00 2.67721E+02-6.70893E+01-5.29002E+01 0.00000E+00 0.00000E+00 424 0.00000E+00 2.67721E+02-6.70893E+01-5.29002E+01 0.00000E+00 0.00000E+00 425 0.00000E+00 2.67721E+02-6.70893E+01-5.29002E+01 0.00000E+00 0.00000E+00 426 0.00000E+00 2.67721E+02-6.70893E+01-5.29002E+01 0.00000E+00 0.00000E+00 427 0.00000E+00 2.67721E+02-6.70893E+01-5.29002E+01 0.00000E+00 0.00000E+00 438 1.80709E+01 1.17301E+02 1.81441E+01 7.09289E+00 0.00000E+00-7.06428E+00 439 1.80709E+01 1.17301E+02 1.81441E+01 7.09289E+00 0.00000E+00-7.06428E+00 602 7.46765E+02-3.80397E-02 1.44285E+03-5.60308E+02 2.26055E-02 2.89994E+02 607 7.46765E+02 1.24802E-02 1.44285E+03-5.60308E+02 2.50836E-03 2.89994E+02 608-4.59659E-07 2.91537E-07 1.44285E+03-5.60309E+02-8.41801E-01-8.35740E-06 609 7.46763E+02 5.52426E-08 5.41025E+02-2.10099E+02-7.63403E-01 2.89995E+02 653 3.80695E+02 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 4.44144E+01 658 4.57833E-06 0.00000E+00 1.42513E+03 2.42391E-05 0.00000E+00 9.16519E-06 659 4.57833E-06 0.00000E+00 1.42513E+03 2.42391E-05 0.00000E+00 9.16519E-06 660 4.57833E-06 0.00000E+00 1.42513E+03 2.42391E-05 0.00000E+00 9.16519E-06 661 4.57833E-06 0.00000E+00 1.42513E+03 2.42391E-05 0.00000E+00 9.16519E-06 662 4.57833E-06 0.00000E+00 1.42513E+03 2.42391E-05 0.00000E+00 9.16519E-06 663 4.57833E-06 0.00000E+00 1.42513E+03 2.42391E-05 0.00000E+00 9.16519E-06

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No. DE DOCUMENTO:

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STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 7 LOADTYPE WIND TITLE VZ (VIENTO EN DIRECCION Z) CENTER OF FORCE BASED ON X FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.732563379E+02 Y = 0.348047069E+01 Z = 0.870003610E+01 CENTER OF FORCE BASED ON Y FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.298715114E+02 Y = 0.481721505E+01 Z = 0.142342204E+02 CENTER OF FORCE BASED ON Z FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.336990155E+02 Y = 0.292787208E+01 Z = 0.954420277E+01 ***TOTAL APPLIED LOAD ( KG METE ) SUMMARY (LOADING 7 ) SUMMATION FORCE-X = 44338.21 SUMMATION FORCE-Y = 97131.04 SUMMATION FORCE-Z = 191497.91 STAAD SPACE -- PAGE NO. 112

SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= -821882.88 MY= -6067546.84 MZ= 2747132.99 ***TOTAL REACTION LOAD( KG METE ) SUMMARY (LOADING 7 ) SUMMATION FORCE-X = -44338.21 SUMMATION FORCE-Y = -97131.04 SUMMATION FORCE-Z = -191497.91 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 821882.61 MY= 6067546.85 MZ= -2747132.62 MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 7) MAXIMUMS AT NODE X = 1.09457E+00 242 Y = 2.75575E-01 394 Z = 1.19264E+00 141 RX= 3.09203E-03 660 RY= 5.49928E-03 236 RZ= -1.40913E-03 608

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EXTERNAL AND INTERNAL JOINT LOAD SUMMARY ( KG METE )- JT EXT FX/ EXT FY/ EXT FZ/ EXT MX/ EXT MY/ EXT MZ/ INT FX INT FY INT FZ INT MX INT MY INT MZ SUPPORT=1 1 0.00 0.00 0.00 0.00 0.00 0.00 255.80 686.57 1891.18 3293.61 -62.54 -508.89 111111 2 0.00 0.00 0.00 0.00 0.00 0.00 200.87 700.99 2178.97 3895.99 -53.18 -417.50 111111 3 0.00 0.00 0.00 0.00 0.00 0.00 208.28 352.24 2416.07 4415.28 -55.14 -438.34 111111 4 0.00 0.00 0.00 0.00 0.00 0.00 200.71 -78.82 2667.65 4967.41 -55.59 -424.63 111111 5 0.00 0.00 0.00 0.00 0.00 0.00 222.30 -470.57 2936.85 5551.42 -59.76 -470.21 111111 6 0.00 0.00 0.00 0.00 0.00 0.00 137.09 -3884.50 3420.11 6174.34 -79.18 -371.05 111111 19 0.00 0.00 0.00 0.00 0.00 0.00 -2093.27 3761.42 1643.08 2786.77 -25.62 1548.37 111111 20 0.00 0.00 0.00 0.00 0.00 0.00 75.20 2452.73 1649.15 3086.21 -45.25 -701.40 111111 21 0.00 0.00 0.00 0.00 0.00 0.00 283.37 3843.62 1753.07 3066.70 -37.79 -591.83 111111 22 0.00 0.00 0.00 0.00 0.00 0.00 292.95 3263.29 1779.91 3451.94 -40.99 -616.93 111111 23 0.00 0.00 0.00 0.00 0.00 0.00 294.20 3831.76 1937.49 3476.74 -38.98 -613.24 111111 24 0.00 0.00 0.00 0.00 0.00 0.00 299.51 3305.06 1949.54 3879.87 -41.66 -622.46 111111 25 0.00 0.00 0.00 0.00 0.00 0.00 314.65 4163.70 2093.18 3832.47 -41.17 -646.15 111111 STAAD SPACE -- PAGE NO. 113

26 0.00 0.00 0.00 0.00 0.00 0.00 323.07 3733.09 2028.72 4176.32 -43.65 -669.73 111111 27 0.00 0.00 0.00 0.00 0.00 0.00 314.35 4434.13 2279.50 4176.15 -38.96 -626.88 111111 28 0.00 0.00 0.00 0.00 0.00 0.00 343.04 3417.47 2219.39 4627.58 -45.77 -761.98 111111

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49 0.00 0.00 0.00 0.00 0.00 0.00 248.41 -2468.74 4264.63 7239.68 -19.75 -288.47 111111 50 0.00 0.00 0.00 0.00 0.00 0.00 167.85 -1732.28 4311.58 7580.23 -4.68 -344.06 111111 51 0.00 0.00 0.00 0.00 0.00 0.00 184.96 -1138.32 4128.55 7327.56 73.69 -340.10 111111 58 0.00 0.00 0.00 0.00 0.00 0.00 -2500.14 3647.27 767.78 1534.34 -29.67 2381.87 111111 59 0.00 0.00 0.00 0.00 0.00 0.00 -16.95 2260.21 677.28 1957.79 -43.26 -870.10 111111 60 0.00 0.00 0.00 0.00 0.00 0.00 287.76 3467.67 960.81 2020.30 -35.92 -742.00 111111 61 0.00 0.00 0.00 0.00 0.00 0.00 295.57 3190.65 814.33 2325.66 -38.40 -761.60 111111 62 0.00 0.00 0.00 0.00 0.00 0.00 297.80 3142.47 1080.56 2329.75 -37.41 -765.98 111111 63 0.00 0.00 0.00 0.00 0.00 0.00 303.39 2926.17 939.75 2673.99 -39.00 -765.02 111111 64 0.00 0.00 0.00 0.00 0.00 0.00 368.62 3186.44 1130.52 2759.90 -43.41 -810.60 111111 65 0.00 0.00 0.00 0.00 0.00 0.00 762.37 2330.10 1353.07 3277.89 -46.49 -1493.31 111111 82 0.00 0.00 0.00 0.00 0.00 0.00 314.72 1103.09 2759.57 3674.29 -27.98 -912.51 111111 98 0.00 0.00 0.00 0.00 0.00 0.00 184.69 1981.47 2773.00 3436.03 -42.29 -1218.47 111111 99 0.00 0.00 0.00 0.00 0.00 0.00 -1827.39 2172.18 2626.34 3844.60 -52.76 1324.42 111111 100 0.00 0.00 0.00 0.00 0.00 0.00 207.93 1561.67 2896.83 4043.59 -33.60 -1173.46 111111 101 0.00 0.00 0.00 0.00 0.00 0.00 463.30 2327.17 2753.93 4175.70 -38.10 -1116.51 111111 102 0.00 0.00 0.00 0.00 0.00 0.00 469.94 1766.78 3018.08 4342.05 -38.34 -1127.20 111111 103 0.00 0.00 0.00 0.00 0.00 0.00 479.10 2308.68 2854.20 4458.73 -37.53 -1144.58 111111 104 0.00 0.00 0.00 0.00 0.00 0.00

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499.70 899.70 3147.56 4659.77 -47.26 -1118.69 111111 119 0.00 0.00 0.00 0.00 0.00 0.00 -89.12 400.14 3084.01 4600.93 -9.68 -63.89 111111 120 0.00 0.00 0.00 0.00 0.00 0.00 -105.24 1882.80 3193.23 4805.12 -27.91 -348.02 111111 121 0.00 0.00 0.00 0.00 0.00 0.00 -92.77 197.01 3213.89 4940.03 25.48 -309.23 111111 122 0.00 0.00 0.00 0.00 0.00 0.00 -111.91 1537.30 3142.00 4728.97 -8.49 -293.57 111111 123 0.00 0.00 0.00 0.00 0.00 0.00 -105.17 -17.34 3161.36 4883.80 23.22 -323.54 111111 124 0.00 0.00 0.00 0.00 0.00 0.00 -176.78 1335.31 3032.70 4537.26 36.17 -214.39 111111 STAAD SPACE -- PAGE NO. 114

143 0.00 0.00 0.00 0.00 0.00 0.00 1008.69 3204.49 2867.69 3948.73 -72.08 -2171.71 111111 144 0.00 0.00 0.00 0.00 0.00 0.00 985.08 3628.05 3020.50 4301.67 -78.54 -2059.52 111111 145 0.00 0.00 0.00 0.00 0.00 0.00 996.30 3987.34 3218.91 4762.92 -76.47 -2108.39 111111 146 0.00 0.00 0.00 0.00 0.00 0.00 849.71 3251.86 3384.57 5168.36 -100.07 -1885.00 111111 164 0.00 0.00 0.00 0.00 0.00 0.00 637.91 -954.29 4387.15 6097.12 -45.54 -1800.44 111111 165 0.00 0.00 0.00 0.00 0.00 0.00 909.94 -409.15 1854.63 3982.58 -47.24 -1617.09 111111 166 0.00 0.00 0.00 0.00 0.00 0.00 594.18 3085.00 2129.92 4613.13 -46.88 -990.05 111111 167 0.00 0.00 0.00 0.00 0.00 0.00 1476.13 1558.61 3409.17 5574.29 -68.30 -1469.76 111111 180 0.00 0.00 0.00 0.00 0.00 0.00 544.06 1473.35 4321.87 5970.17 1.49 -1758.69 111111 181 0.00 0.00 0.00 0.00 0.00 0.00 888.17 780.94 2032.48 4520.72 -45.35 -1767.32 111111 182 0.00 0.00 0.00 0.00 0.00 0.00 1185.94 -1030.95 3190.01 7650.96 -81.49 -2515.91 111111 183 0.00 0.00 0.00 0.00 0.00 0.00

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764.80 243.72 2428.22 5102.19 -54.20 -1149.60 111111 184 0.00 0.00 0.00 0.00 0.00 0.00 1806.64 -463.75 3540.89 6239.77 -9.47 -2067.86 111111 195 0.00 0.00 0.00 0.00 0.00 0.00 1018.70 2781.01 4823.57 6755.23 -51.17 -2327.33 111111 196 0.00 0.00 0.00 0.00 0.00 0.00 1047.79 72.21 4721.23 6686.88 -55.31 -2181.64 111111 197 0.00 0.00 0.00 0.00 0.00 0.00 1032.27 89.94 1955.97 4493.19 27.68 -2118.43 111111 198 0.00 0.00 0.00 0.00 0.00 0.00 1040.58 -223.42 1879.01 4458.21 -62.51 -1948.28 111111 199 0.00 0.00 0.00 0.00 0.00 0.00 2201.14 1478.08 2205.07 4787.04 -45.81 -2497.95 111111 200 0.00 0.00 0.00 0.00 0.00 0.00 2048.25 1776.36 3723.77 6615.91 -51.03 -2383.10 111111 219 0.00 0.00 0.00 0.00 0.00 0.00 -123.07 2475.41 1795.55 1326.94 26.56 407.15 111111 221 0.00 0.00 0.00 0.00 0.00 0.00 625.08 -379.81 626.48 408.78 10.01 28.97 111111 222 0.00 0.00 0.00 0.00 0.00 0.00 357.84 -1797.46 740.27 316.94 -0.34 -218.17 111111 223 0.00 0.00 0.00 0.00 0.00 0.00 2107.79 484.11 1515.97 566.76 28.17 59.06 111111 224 0.00 0.00 0.00 0.00 0.00 0.00 2125.83 -666.40 -53.69 50.23 192.62 -2071.57 111111 243 0.00 0.00 0.00 0.00 0.00 0.00 331.05 387.77 984.38 403.65 -5.47 -80.33 111111 251 0.00 0.00 0.00 0.00 0.00 0.00 593.61 -2136.06 120.54 463.37 36.59 -956.90 111111 252 0.00 0.00 0.00 0.00 0.00 0.00 1061.74 155.54 484.72 205.66 1.30 -1290.97 111111 253 0.00 0.00 0.00 0.00 0.00 0.00 1059.21 527.19 246.37 234.64 5.23 -1320.13 111111 STAAD SPACE -- PAGE NO. 115

254 0.00 0.00 0.00 0.00 0.00 0.00 1066.32 226.97 288.60 217.85 5.27 -1341.86 111111 255 0.00 0.00 0.00 0.00 0.00 0.00

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1076.56 -344.08 694.69 177.23 6.18 -1360.71 111111 256 0.00 0.00 0.00 0.00 0.00 0.00 1233.32 -1318.14 404.44 594.17 6.12 -1488.77 111111 275 0.00 0.00 0.00 0.00 0.00 0.00 -180.34 769.83 673.64 920.24 -0.64 -155.36 111111 276 0.00 0.00 0.00 0.00 0.00 0.00 123.09 691.84 919.83 1175.48 -1.59 -108.24 111111 277 0.00 0.00 0.00 0.00 0.00 0.00 213.08 1216.33 899.14 1254.04 -14.21 -87.04 111111 278 0.00 0.00 0.00 0.00 0.00 0.00 273.86 -231.69 1998.10 1986.32 -32.37 -105.38 111111 279 0.00 0.00 0.00 0.00 0.00 0.00 1865.49 1561.83 1922.56 1846.46 53.86 -66.92 111111 299 0.00 0.00 0.00 0.00 0.00 0.00 220.34 146.56 1372.79 183.06 0.12 -129.47 111111 300 0.00 0.00 0.00 0.00 0.00 0.00 1538.37 396.29 250.72 523.71 4.40 -35.37 111111 305 0.00 0.00 0.00 0.00 0.00 0.00 202.82 146.35 326.35 277.78 -0.52 -194.96 111111 306 0.00 0.00 0.00 0.00 0.00 0.00 1620.16 -541.51 263.05 552.68 3.97 -41.24 111111 311 0.00 0.00 0.00 0.00 0.00 0.00 211.25 950.67 449.95 228.07 3.77 -220.51 111111 312 0.00 0.00 0.00 0.00 0.00 0.00 1653.45 -99.59 262.41 549.34 4.71 -54.24 111111 317 0.00 0.00 0.00 0.00 0.00 0.00 223.53 2644.42 726.57 268.08 0.97 -239.51 111111 318 0.00 0.00 0.00 0.00 0.00 0.00 1681.09 -570.04 260.43 540.18 6.30 -64.70 111111 323 0.00 0.00 0.00 0.00 0.00 0.00 16.02 -1237.37 1643.45 182.68 -1.49 -166.58 111111 328 0.00 0.00 0.00 0.00 0.00 0.00 148.52 104.95 1327.17 187.64 -0.55 -117.76 111111 333 0.00 0.00 0.00 0.00 0.00 0.00 238.27 229.43 329.05 304.58 -0.60 -110.44 111111 360 0.00 0.00 0.00 0.00 0.00 0.00 1187.87 -2204.56 4706.18 8256.04 -142.59 -1449.82 111111

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361 0.00 0.00 0.00 0.00 0.00 0.00 528.94 -42.59 5599.03 9213.73 -109.47 -1284.25 111111 392 0.00 0.00 0.00 0.00 0.00 0.00 -3164.17 1070.64 804.99 1839.10 22.06 2940.37 111111 646 0.00 0.00 0.00 0.00 0.00 0.00 672.73 -463.93 1065.78 3188.00 -20.36 -1383.71 111111 656 0.00 0.00 0.00 0.00 0.00 0.00 329.53 -1131.04 1824.32 1099.80 9.30 402.89 111111 LOAD COMBINATION NO. 21 1.0CM + 1.0CVM LOADING- 1. 2. FACTOR - 1.00 1.00 STAAD SPACE -- PAGE NO. 116

LOAD COMBINATION NO. 22 1.0CM + 1.0CVR + 1.0SX + 0.3SZ LOADING- 1. 3. 4. 5. FACTOR - 1.00 1.00 1.00 0.30 LOAD COMBINATION NO. 23 1.0CM + 1.0CVR + 1.0SX - 0.3SZ LOADING- 1. 3. 4. 5. FACTOR - 1.00 1.00 1.00 -0.30 LOAD COMBINATION NO. 24 1.0CM + 1.0CVR - 1.0SX + 0.3SZ LOADING- 1. 3. 4. 5. FACTOR - 1.00 1.00 -1.00 0.30 LOAD COMBINATION NO. 25 1.0CM + 1.0CVR - 1.0SX - 0.3SZ LOADING- 1. 3. 4. 5. FACTOR - 1.00 1.00 -1.00 -0.30 LOAD COMBINATION NO. 26 1.0CM + 1.0CVR + 0.3SX + 1.0SZ LOADING- 1. 3. 4. 5. FACTOR - 1.00 1.00 0.30 1.00 LOAD COMBINATION NO. 27 1.0CM + 1.0CVR + 0.3SX - 1.0SZ LOADING- 1. 3. 4. 5. FACTOR - 1.00 1.00 0.30 -1.00

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LOAD COMBINATION NO. 28 1.0CM + 1.0CVR - 0.3SX + 1.0SZ LOADING- 1. 3. 4. 5. FACTOR - 1.00 1.00 -0.30 1.00 LOAD COMBINATION NO. 29 1.0CM + 1.0CVR - 0.3SX - 1.0SZ LOADING- 1. 3. 4. 5. FACTOR - 1.00 1.00 -0.30 -1.00 LOAD COMBINATION NO. 30 1.0CM + 1.0CVR + 1.0VX LOADING- 1. 3. 6. FACTOR - 1.00 1.00 1.00 STAAD SPACE -- PAGE NO. 117

LOAD COMBINATION NO. 31 1.0CM + 1.0CVR - 1.0VX LOADING- 1. 3. 6. FACTOR - 1.00 1.00 -1.00 LOAD COMBINATION NO. 32 1.0CM + 1.0CVR + 1.0VZ LOADING- 1. 3. 7. FACTOR - 1.00 1.00 1.00 LOAD COMBINATION NO. 33 1.0CM + 1.0CVR - 1.0VZ LOADING- 1. 3. 7. FACTOR - 1.00 1.00 -1.00 ************ END OF DATA FROM INTERNAL STORAGE ************ 1443. START CONCRETE DESIGN STAAD SPACE -- PAGE NO. 118

1444. CODE ACI 1445. CONCRETE TAKE 1446. END CONCRETE DESIGN STAAD SPACE -- PAGE NO. 119

************** CONCRETE TAKE OFF ************** (FOR BEAMS AND COLUMNS DESIGNED ABOVE) TOTAL VOLUME OF CONCRETE = 0.00 CU.FT

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BAR SIZE WEIGHT NUMBER (in lbs) -------- -------- ------------ *** TOTAL= 0.00 1447. FINISH *********** END OF THE STAAD.Pro RUN *********** **** DATE= MAY 12,2013 TIME= 8:13:16 **** ************************************************************ * For questions on STAAD.Pro, please contact * * Research Engineers Offices at the following locations * * * * Telephone Email * * USA: +1 (714)974-2500 [email protected] * * CANADA +1 (905)632-4771 [email protected] * * UK +44(1454)207-000 [email protected] * * NORWAY +47 67 57 21 30 [email protected] * * SINGAPORE +65 6225-6158 [email protected] * * INDIA +91(033)4006-2021 [email protected] * * JAPAN +81(03)5952-6500 [email protected] * * CHINA +86(411)8479-1166 [email protected] * * THAILAND +66(0)2645-1018/19 [email protected] * * * * North America [email protected] * * Europe [email protected] * * Asia [email protected] * ************************************************************

6.8.DISEÑO DE LA CIMENTACIÓN.

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Para el diseño de la cimentación del comedor con área para cocina, proponemos una zapata corrida central, para

ello trabajaremos con los resultados de las reacciones de la combinación de carga más desfavorable, que en

este caso son LOAD COMB 30 1.0CM + 1.0CVR + 1.0VX, de acuerdo a los datos de salida del análisis en el

programa STAAD.Pro V8i

DISEÑO DE ZAPATA CORRIDA CENTRAL

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Zapata: ZC-1 Tipo de zapata: CentralAncho: B (m) = 1.40 Eje: tipoLargo: L (m) = 20.30 Tramo: tipo

Peralte: H(m) = 0.20 Profundidad de desplante: Df (m) = 1.50

Area cimentacion: AC (m2) = 28.42 adm (ton/m2) = 5.50

Evaluando la carga vertical factorizada que transmite el edificio al suelo:

Elemento b (m) h (m) A (m2) L (m) V (m3) (kg/m3) P (kg)

Contratrabe 0.30 0.45 0.14 20.30 2.74 2400.00 6,577.20Bajada de columnas - - - - - - 94,950.00

Muro de enrrase 0.10 0.75 0.08 20.30 1.52 2400.00 3,654.00Relleno 1.00 1.30 1.30 20.30 26.39 1920.00 50,668.80

PCS(kg) = 155,850.00F.C. = 1.00

PCF(kg) = 155,850.00

Calculando el esfuerzo normal factorizado actuante para el diseño de la zapata corrida:

diseño (kg/m2) = P CF / Ac = 5,483.81

diseño (ton/m2) = 5.48 < 5.5ton/m² Ok

Determinando los elementos mecanicos factorizados actuantes en el volado de la zapata considerando una franja unitaria de 1.0 m en el sentido largo de la zapata corrida:

Tipo de zapata: Central Ancho unitario bu (m) = 1.00

Ancho de la contratrabe CT: B1 (m) = 0.30 Carga unitaria Wu (ton/m) = 5.48Ancho de la zapata ZC: B (m) = 1.40 Momento Mu (ton m) = 0.82943

Longitud del volado de la zapata ZC: C (m) = 0.55 Cortante Vu (ton) = 3.01610

Diseño de la zapata, proponiendo dimensiones de la sección de la zapata corrida: de acuerdo a N.T.C.-2004

Altura (h) = 20.00 [cm] Recubrimiento (r) = 5.00 [cm]

Ancho (b) = 100.00 [cm] Peralte (d) = 15.00 [cm]

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Propiedades mecanicas de los materiales:a) Concreto b) Acero longitudinal

f´c = 250.00 [kg/cm2] f´y = 4,200.00 [kg/cm2]

f*c = 200.00 [kg/cm2] 1 = 0.8500

f'' c = 170.00 [kg/cm2]

Criterio de ductilidad para garantizar que la falla del elemento estructural en contacto con el suelo sea dúctil:

ρ min = 0.0030 ρ bal = 0.0202 ρ max = 0.0152

Se determina el acero transversal requerido por resistencia para la seccion propuesta debido al momentoflexionante maximo actuante, considerando un factor de resistencia debido a flexion: FR =0.70

Acero transversal requeridoMu [kg cm] ρcal ρreq Asreq [cm2] Vars # Sreq [cm]

82,942.69 0.0013 0.0030 4.50 4 28.15

Acero transversal propuestoSmax [cm] Sprop [cm] Asreq [cm2] ρprop ρmin < ρprop < ρmax

50.00 20.00 6.33 0.0042 Cumple

V a r s # 4 @ 20.00 cm en lecho inferior

Se calcula el acero longitudinal requerido por cambios volumetricos mediante el suministro de un refuerzo minimo:

ρmin Asreq [cm2] No. Vars Vars # Asprop [cm2] Asreq ≤ Asprop

0.0030 8.40 8 4 10.13 Cumple

8 V a r s # 4 en lecho inferior

Calculamos el acero por temperatura del lecho superior en ambos sentidosAstemp = 0.30% bd = 4.5 cm2

Vars # Area var. No. Vars S [cm] Asprop [cm2]

4 1.27 4 25 5.07

V a r s # 4 @ 25.00 cm en lecho

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superior

Se realiza la revision por fuerza cortante en la viga, la cual consiste en determinar si la seccion propuesta en el diseño por flexion es adecuada considerando un factor de resistencia a fuerza cortante igual a: FR =0.70

Cortante de Diseño: Cortante limite maximo:

[ VU = 3,016.10 kg ] < [ 2.5 Fr √f*c b d =37,123.1

1 kg ]

Dado la expresion anterior, entonces la seccion propuesta………. ES ADECUADA.

Determinando la resistencia del concreto a la acción de la fuerza cortante por la seccion y acero propuesto :

Contribución del concreto: V cR = 4,223.89 [kg]

Se realiza la revision por fuerza cortante del elemento de concreto reforzado propuesto:

VU ≤ VCR

[ V U (kg)= 3,016.10 ] < [ V cR (kg) = 4,223.89 ] Cumple por cortante

Dado que se cumple con lo anterior, se acepta el espesor de 20 cm, por un ancho de 140 cm de la zapata corrida central ZC-1, refuerzo transversal con Vars #4 @20 cm y longitudinal con 8 Vars #4 en el lecho inferior. Y un armado por temperatura en el lecho superior con Vars #4 @25 cm en ambos sentidos.

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6.9.DISEÑO DE CONTRATRABE.

Para el diseño de la contratrabe de cimentación del comedor con área para cocina, trabajaremos con los

resultados de las reacciones de la combinación de carga más desfavorable, que en este caso son LOAD COMB

30 1.0CM + 1.0CVR - 1.0VZ, de acuerdo a los datos de salida del análisis en el programa STAAD.Pro V8i

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REVISIÓN DE LA CONTRATRABE

Datos geométricos Cargas últimas

b = 30 cm Mu = 9.730 Ton-mh = 45 cm Vu = 5.930 Tond = 40 cmr = 5 cm

Parámetros de Resistencia

f 'c = 250 kg/cm2

f *c = 200 kg/cm2

f '' c = 170 kg/cm2

fy = 4200 kg/cm2

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fys= 4200 kg/cm2

FR = 0.90 flexiónFR = 0.8 cortante

Armado longitudinal propuesto

4 Var # 5 As = 7.92 cm2 LECHO SUPERIOR

0 Var # 0 As = 0.00 cm2

∑ As = 7.92 cm2

REVISIÓN POR FLEXIÓN

0.00660 = 0.7% O.K. 0.019048 = 1.9%

0.1630

= 11.00 Ton-m

MR > MU Pasa por flexion

REVISIÓN POR CORTANTE

4.51 Ton

Vcr < Vu Requiere estribos

Cortante que tomaran los estribos

Vs = Vu - VCR = 1.423 ton

Var # 3 As = 0.71 cm2

Refuerzo mínimo NTC-Concreto, inciso 2.5.2.2

134.58

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=6000+fy

4800

fy

c''f=ρmax

=bd

As=ρ

=c''f

fyρ=q

)q5.01(cq"fbdF=MR 2R -

cfbdFV RCR *)202.0(

( )=

V-V

θ cos + θ sen dFy υ AFR=S

CRU


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S = 20 cm

S = 10 cm

Usar Estribos del # 3 @ 20 cm en la parte mediaestribos del # 3 @ 10 cm sobre una longitud de 90 cm. en los extremos

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2d=S c*f d b FR 5.1<V< Vsi UCR →

4d=S c*f d b FR 5.1>V>c*f d b FR 5.2 si U →


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6.10. DISEÑO DE CADENA DE LIGA.

Para el diseño de la cadena de liga para la cimentación del comedor con área para cocina, trabajaremos con los

resultados de las reacciones de la combinación de carga más desfavorable, que en este caso son LOAD COMB

31 1.0CM + 1.0CVR - 1.0VZ, de acuerdo a los datos de salida del análisis en el programa STAAD.Pro V8i

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REVISIÓN DE LA CADENA DE LIGA

Datos geométricos Cargas últimasb = 20 cm Mu = 1.560 Ton-m

h = 30 cm Vu = 0.965 Tond = 25 cmr = 5 cm

Parámetros de Resistencia

f 'c = 250 kg/cm2

f *c = 200 kg/cm2

f '' c = 170 kg/cm2

fy = 4200 kg/cm2

fys= 4200 kg/cm2

FR = 0.90 flexiónFR = 0.8 cortante

Armado longitudinal propuesto

3 Var # 3 As = 2.14 cm2 LECHO SUPERIOR

0 Var # 0 As = 0.00 cm2 LECHO INFERIOR

∑ As = 2.14 cm2

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REVISIÓN POR FLEXIÓN

0.00428 = 0.4% O.K. 0.019048 = 1.9%

0.1056

= 1.91 Ton-m

MR > MU Pasa por flexion

REVISIÓN POR CORTANTE

1.62 Ton

Vcr > Vu El concreto resiste el cortante

Cortante que tomaran los estribos

Vs = Vu - VCR = No aplica

Var # 2 As = 0.32 cm2

Refuerzo mínimo NTC-Concreto, inciso 2.5.2.2

No aplica

S = 13 cm

S = 6 cm

Usar Estribos del # 2 @ 15 cm en toda su longitud

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=6000+fy

4800

fy

c''f=ρmax

=bd

As=ρ

=c''f

fyρ=q

)q5.01(cq"fbdF=MR 2R -

cfbdFV RCR *)202.0(

( )=

V-V

θ cos + θ sen dFy υ AFR=S

CRU

2d=S c*f d b FR 5.1<V< Vsi UCR →

4d=S c*f d b FR 5.1>V>c*f d b FR 5.2 si U →


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6.11. DISEÑO DE DADOS.

Considerando que en la superestructura tenemos 3 tipos de secciones transversales de columnas, tendremos

entonces 3 diseños de dados de cimentación, que a continuacion analizaremos:

DADO D-1

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REVISION DE DADO

DATOSCargas

Pu = 14.5 tonAcero:

fy = 4200 kg/cm2

Concreto:

f'c = 250 kg/cm2

f*c = 200 kg/cm2

f''c = 170 kg/cm2

Geometria:b = 45 cm

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h = 45 cmr = 5 cmd = 40 cm

Ag = 2025 cm2

Calculo del acero necesario, en su refuerzo principal

= 20.25 cm2

# VarillasDiametr

oArea Vrs.

12 5 23.750 0 0.00

23.75

USAR 12 VARILLAS DEL #5 PARA SU REFUERZO PRINCIPAL

Calculo refuerzo transversal

# VarillasDiametr

oArea Vrs.

1 3 0.71

separacion de estribos

21 cm

45.72 cm

b / 2 = 22.5 cm

USAR ESTRIBOS DE VARILLA DEL #3 @ 20 CM.

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long) (acero 850 fy

estribo) (acero 48


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Vista Isometrica de los Dados D-1

DADO D-2

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REVISION DE DADO RECTANGULAR

DATOSCargas

Pu = 26.73 tonAcero:

fy = 4200 kg/cm2

Concreto:

f'c = 250 kg/cm2

f*c = 200 kg/cm2

f''c = 170 kg/cm2

Geometria:b = 40 cmh = 40 cmr = 5 cmd = 35 cm

Ag = 1600 cm2

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= 16 cm2

# Varillas Diametro Area Vrs.6 5 11.884 4 5.07

16.94

USAR 6 VARILLAS DEL #5 Y 4 DEL #4 PARA SU REFUERZO PRINCIPAL


# Varillas Diametro Area Vrs.1 3 0.71


21 cm

45.72 cm

b / 2 = 20 cm


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long) (acero 850 fy

estribo) (acero 48


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DADO D-3

REVISION DE DADO RECTANGULAR

DATOSCargas

Pu = 6.86 tonAcero:

fy = 4200 kg/cm2

Concreto:

f'c = 250 kg/cm2

f*c = 200 kg/cm2

f''c = 170 kg/cm2

Geometria:b = 30 cmh = 30 cmr = 5 cm

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d = 25 cm

Ag = 900 cm2


= 9 cm2

# Varillas Diametro Area Vrs.4 4 5.076 3 4.28

9.34

USAR 4 VARILLAS DEL #4 Y 6 DEL #3 PARA SU REFUERZO PRINCIPAL


# Varillas Diametro Area Vrs.1 2 0.32


17 cm

30.48 cm

b / 2 = 15 cm


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long) (acero 850 fy

estribo) (acero 48


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7. REFERENCIAS BIBLIOGRÁFICAS.

Normas Técnicas Complementarias del Distrito Federal para diseño y construcción de estructuras de concreto, edición 2004, Gaceta oficial del Distrito Federal. Tomo I. No 103-bis., México D.F. (NTCDF).

Normas Técnicas Complementarias del Distrito Federal sobre criterios y acciones para el diseño estructural de las edificaciones, edición 2004, Gaceta oficial del Distrito Federal. Tomo II. No 103-bis., México D.F.

NRF-138-PEMEX-2012: Diseño de estructuras de concreto terrestres, edición 2012, Comité de normalización de petróleos mexicanos y organismos subsidiarios, México.

Reglamento de Construcciones del Municipio del Centro, estado de Tabasco, edición 2007, periódico Oficial del Estado de Tabasco, Villahermosa, Tabasco, México.

Aspectos Fundamentales de Concreto Reforzado, edición 2005, Gonzáles Cuevas y Robles, Editorial Limusa, Cuarta Edición, México DF.

Diseño Estructural, edición 2000, Roberto MeliPiralla, Editorial Limusa, México D.F.

IMCA, Manual de Construcción en Acero, Instituto Mexicano de Construcción en Acero. A.C., Cuarta edición, 2002, México D.F

MDOC. Manual de Diseño de Obras Civiles de la CFE: Diseño por Sismo y Diseño por viento, edición 1993,

México D.F.

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mc 836.097 f 005a cimentacion de comedor

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