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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL REDENTOR, BLOQUE C. TRANSV. 30 # 57-50 SUR/ DIAG. 58 SUR # 28-19, BOGOTÁ (CUNDINAMARCA) dye14-2059 MEMORIAS DE ANÁLISIS Y DISEÑO ESTRUCTURAL Bogotá D.C. SEPTIEMBRE DE 2014

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Page 1: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL REDENTOR,

BLOQUE C. TRANSV. 30 # 57-50 SUR/ DIAG. 58 SUR # 28-19, BOGOTÁ

(CUNDINAMARCA) dye14-2059

MEMORIAS DE ANÁLISIS Y DISEÑO ESTRUCTURAL

Bogotá D.C. SEPTIEMBRE DE 2014

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1. DESCRIPCIÓN DEL PROYECTO

1.1. INTRODUCCIÓN El presente documento contiene las memorias de análisis y diseño estructural correspondiente al proyecto CENTRO DE ATENCIÓN ESPECIALIZADA (CAE) – EL REDENTOR, BLOQUE C, ubicado en la TRANSV. 30 # 57-50 SUR/ DIAG. 58 SUR # 28-19, BOGOTÁ (CUNDINAMARCA).

1.2. DESCRIPCIÓN ARQUITECTÓNICA El proyecto se encuentra ubicado en un lote de 21330m² de área aproximadamente, en la cual se contempla la construcción de diferentes bloques que funcionarán como un Centro de Atención Especializada (CAE).

1.3. PARÁMETROS UTILIZADOS PARA EL REFORZAMIENTO ESTRUCTURAL El proyecto se soluciona mediante el diseño de una estructura aporticada, utilizando para el entrepiso del nivel N:+4.45 m placa aligerada en dos direcciones, con una torta superior de e=0.05 cm, torta inferior de e=0.03m y una altura total de e=0.50m. La cubierta liviana se apoya sobre correas metálicas tipo ACESCO y éstas a su vez sobre una estructura metálica en tubería estructural situada en las vigas de cubierta del nivel N:+8.90 m, tal como se indica en los planos estructurales. Se manejan luces que varían entre 4.40 m y 4.50 m en los dos sentidos de la estructura. Para el análisis se empleó el programa de computador ETABS v.9.7.4, el cual tiene en cuenta los efectos de segundo orden. Las consideraciones sísmicas empleadas en el análisis estructural del proyecto son las siguientes: Método de análisis: Análisis Modal Zona de amenaza sísmica: Intermedia Zona de microzonificación sísmica: Aluvial-100 Capacidad de disipación de energía: Moderada Coeficiente de disipación de energía: 0R = 5.00

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El coeficiente de disipación de energía se afecta por las irregularidades presentes en la geometría de cada estructura, las cuales se describen a continuación: Uniones soldadas: a = 0.90 Redundancia de la estructura: NO CUMPLE r = 0.75

El valor final del coeficiente R es igual a 3.38 Las cargas horizontales fueron distribuidas entre los diferentes pórticos en proporción a su rigidez y teniendo en cuenta los efectos de torsión. El dimensionamiento dado a todos los elementos que intervienen en las estructuras satisfacen los requerimientos de solicitación ocasionados por las derivas presentes. Las cargas vivas de diseño son: 5.00 kN/m² para entrepiso de comedores, 5.00 KN/m2 para entrepiso de terrazas, 5.00 KN/m2 para escaleras y 0.50 KN/m2 en cubierta liviana. Para la cimentación se siguieron las recomendaciones descritas en el respectivo estudio de suelos, que recomienda apoyar la estructura a -1.20 m del nivel actual del terreno mediante zapatas aisladas según lo indicado en los planos estructurales. La capacidad portante de seguridad admisible del suelo es 0.22 MPa y el tipo de suelo es F. El diseño de todas las estructuras se realizó basado en la Norma Colombiana de Diseño y Construcción Sismo Resistente Ley 400 de 1997 (Modificada Ley 1229 de 2008) y Decreto 926 de Marzo de 2010, en el Decreto 523 de 2010 (Microzonificación Sísmica de Bogotá) y en el Reglamento para Concreto Estructural ACI 318S-08.

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1.4. MATERIALES Los materiales utilizados son: Concreto 21.1 MPa para cimentación, vigas, columnas y placas. Concreto 14 MPa (para concreto de limpieza). Acero para refuerzo fy = 420 MPa en todos los diámetros. Acero HSLAS GRADO 50 en perfiles metálicos tipo PHR. Acero A500 en vigas y columnas metálicas. Atentamente: ____________________ JAIR USECHE MACÍAS ING. ESTRUCTURAL T.P. 25202-56174 CND

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MEMORIAL DE RESPONSABILIDAD

Bogotá D.C. Septiembre de 2014 Señores CURADURÍA URBANA La Ciudad Yo, JAIR USECHE MACÍAS, ingeniero civil con Matrícula Profesional Nº 25202-56174 de CUNDINAMARCA, debidamente registrado en el consejo profesional de Ingeniería y Arquitectura de Cundinamarca, presento los Cálculos y Diseños Estructurales elaborados de acuerdo a los requerimientos de la NORMA COLOMBIANA DE DISEÑO Y CONSTRUCCIÓN SISMO RESISTENTE LEY 400 DE 1997 (MODIFICADA LEY 1229 DE 2008) Y DECRETO 926 DE MARZO DE 2010, para el proyecto CENTRO DE ATENCIÓN ESPECIALIZADA – EL REDENTOR, BLOQUE C. ubicado en la TRANSV. 30 # 57-50 SUR/ DIAG. 58 SUR # 28-19, BOGOTÁ (CUNDINAMARCA), declaro que asumo la responsabilidad por los perjuicios que causa de ellos puedan deducirse, exonerando a esta CURADURIA URBANA de cualquier responsabilidad. Acepto y reconozco que la revisión efectuada por esta CURADURÍA URBANA no constituye una aprobación al Diseño Estructural, sino una verificación del cumplimiento de la NORMA COLOMBIANA DE DISEÑO Y CONSTRUCCIÓN SISMO RESISTENTE. Atentamente, JAIR USECHE MACÍAS ING. ESTRUCTURAL T.P. 25202-56174 CND

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2. AVALÚO DE CARGAS

AVALÚO DE CARGAS

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AVALÚO DE CARGASPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

0.05

0.42 0.50

0.03 0.12 0.12

ALTURA DE PLACA 50 cmTORTA SUPERIOR 5 cmTORTA INFERIOR 3 cm

1. PLACA ALIGERADA COMEDOR Y TERRAZATortas 0.05x24 1.92 kN/m²Viguetas 2X0.12x0.42x24/0.93 2.60 kN/m²Casetón 0.35 kN/m²Acabados 22x0.05 1.10 kN/m²Muros divisorios 0.50 kN/m²

CM 6.47 kN/m²CV 5.00 kN/m²CR 11.47 kN/m²

CU = 1.2x6.47+1.6x5 = 15.8 kN/m²

Espesor de placa equivalente:

e=CM/24 0.270 m

MUROS PERIMETRALES 0.15x4.0x13 7.80 kN/m

2. CUBIERTA LIVIANA

Eterboard 0.15 kN/m²Estructura Metálica 0.10 kN/m²Iluminación 0.05 kN/m²

CM 0.30 kN/m²CV 0.50 kN/m²CR 0.80 kN/m²

CU = 1.2x0.3+1.6x0.5 = 1.16 kN/m²

Espesor de placa equivalente:

e=CM/24 0.013 m

Pendiente de Cubierta (º) = 21.0 Equivale a 38.4%

Según la tabla B.4.2.1-2 - En cubiertas inclinadas con más de 15° de pendiente en estructura metálica o de maderala carga viva asumida puede ser 0.35 kN/m2.Según B.4.8.3.2 - Para cubiertas con inclinación mayor a 15% el valor de la carga viva para granizo puede reducirse a 0.50 kN/m2.

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

AVALÚO DE CARGAS

PLACA ALIGERADA

0.93

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B.6.5.1 - Un edifico cuyas cargas de viento de diseño sean determinadas de acuerdo con esta sección deberá cumplir las siguientescondiciones:(a) El edificio o estructura es de forma regular, como se define en la sección B.6.2. de NSR-10(b) El edificio o estructura no tiene características de respuesta que den lugar a cargas transversales de viento, generación de vórtices, inestabilidad debida a golpeteo o aleteo y que por su ubicación, tampoco deben merecer consideración especial los efectos de canalización o sacudimiento por la estela producida por las obstrucciones a barlovento.

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

AVALÚO DE CARGAS DE VIENTO MÉTODO ANALÍTICO

B.6.5.3 - PROCEDIMIENTO DE DISEÑO

(a) Determinar Velocidad básica del viento V y factor de dirección Kd:

Zona de amenaza eólica (figura B.6.4-1):

Ciudad: BogotáRegión: 2

Velocidad del viento: 28 m/s

Factor de direccionalinalidad del viento k d :

m/s km/h m/s km/h1 17 60 22 752 22 80 28 1003 28 100 35 125

Velocidad del vientoCombinaciones de carga de

B.2.3 B.2.4Región

Tipo de estructura: EdificiosKd = 0.85

Factor de importancia I :

Categoria: IIII = 1.15

Coeficientes de exposición:

Rugosidad del terreno: C Terreno abierto con pocas obstrucciones y con alturas inferiores a 9.0 m. Esta categoria incluye campos planos abiertos praderas y todas las superficies acuáticas en zonas propensas a

m/s km/h m/s km/h1 17 60 22 752 22 80 28 1003 28 100 35 1254 33 120 42 1505 36 130 46 165

Velocidad del vientoCombinaciones de carga de

B.2.3 B.2.4Región

Categoría de exposición: C

h edificación = 17.05 mKh = 1.117Kzt= 1.00

Factor de rafaga:

Tadoptado = 0.66 seg

F i f 1 52 H E t t í id

campos planos abiertos, praderas y todas las superficies acuáticas en zonas propensas a huracanes.

La categoría de exposición C aplicará para todos los casos donde no apliquen las categorías B y D.

m/s km/h m/s km/h1 17 60 22 752 22 80 28 1003 28 100 35 1254 33 120 42 1505 36 130 46 165

Velocidad del vientoCombinaciones de carga de

B.2.3 B.2.4Región

Frecuencia f = 1.52 Hz Estructura rígidaG = 0.85

Coeficiente de presión interna GCpi y coeficiente de presión externa Cp

GCpi = 0.18 para edificios cerradosCp = 0.01

1.41

Presión por viento a la altura media de la cubierta qh:

qh = N/m2

m/s km/h m/s km/h1 17 60 22 752 22 80 28 1003 28 100 35 1254 33 120 42 1505 36 130 46 165

Velocidad del vientoCombinaciones de carga de

B.2.3 B.2.4Región

IVkkk dzth2613.0

qh = 524.74 N/m2

0.52 kN/m2

Por lo tanto la carga de viento a emplear es: 0.52 kN/m2

Lfachada = 58.90 m

hfachada = 8.05 m

Afachada = 474.15 m2

Fviento = 24.88 ton

Fsismo = 73.13 ton Prevalece la fuerza sísmica

m/s km/h m/s km/h1 17 60 22 752 22 80 28 1003 28 100 35 1254 33 120 42 1505 36 130 46 165

Velocidad del vientoCombinaciones de carga de

B.2.3 B.2.4Región

IVkkk dzth2613.0

sismo

m/s km/h m/s km/h1 17 60 22 752 22 80 28 1003 28 100 35 1254 33 120 42 1505 36 130 46 165

Velocidad del vientoCombinaciones de carga de

B.2.3 B.2.4Región

IVkkk dzth2613.0

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3. ANÁLISIS SÍSMICO

ANÁLISIS SÍSMICO COMPROBACIÓN DE DERIVAS

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

ANÁLISIS SÍSMICO (ESPECTRO DE DISEÑO - CURVA DE DISEÑO)

MICROZONIFICACIÓN SÍSMICA DE BOGOTÁ D.C.

F0.20

III1.25

Ro: Coeficiente de capacidad de disipación de energía básico.R: Coeficiente de capacidad de disipación de energía, para ser empleado en el diseño.a: Coeficiente de reducción de R causado por irregularidades en altura de la edificación.p: Coeficiente de reducción de R causado por irregularidades en planta de la edificación.r: Coeficiente de reducción de R causado por ausencia de redundancia en el sistema estructural de resistencia sísmica.

Ro 5.00 TIPO VALORp 1.00 3P P: 1.00a 1.00 3A a: 1.00r 0.75 r: 0.75 0.90 : 0.90R 3.38

VARIACIÓN COEFICIENTE DE CAPACIDAD DE DISIPACIÓN DE ENERGÍA

Grupo de UsoCoeficiente de importancia I

Coeficiente Av

DESCRIPCIÓN

Perfil de Suelo

ALUVIAL-100

REDUNDANCIA

COEFICIENTE DE IMPORTANCIA

UNIONES SOLDADAS

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

ANÁLISIS SÍSMICO (ESPECTRO DE DISEÑO - CURVA DE DISEÑO)

ZONA DE AMENAZA SÍSMICA

EFECTOS LOCALES

INTERMEDIA

ZONA DE MICROZONIFICACIÓN

MICROZONIFICACIÓN SÍSMICA DE BOGOTÁ D.C.

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

ANÁLISIS SÍSMICO (ESPECTRO DE DISEÑO - CURVA DE DISEÑO)

MICROZONIFICACIÓN SÍSMICA DE BOGOTÁ D.C.

Para edificaciones clasificadas como irregulares el valor de Ro debe multiplicarse por a, p

y por r para obtener R=axpxrxRo

Fa: Coeficiente de ampliación que afecta la aceleración en la zona de periodos cortos.Fv: Coeficiente de ampliación que afecta la aceleración en la zona de periodos intermedios.Sa: Aceleración espectral (g). Aa: Aceleración horizontal pico efectiva de diseño. Aa=0.15g.Ao: Aceleración horizontal pico efectiva del terreno en superficie (g).Av: Aceleración que representa la velocidad horizontal pico efectiva de diseño. Av=0.20g.T: Periodo de vibración del sistema elástico, en segundos.Tc: Periodo corto, en segundos.TL: Periodo largo, en segundos.

TC: 1.12 Seg T Sa Sa/Radoptado

TL: 3.50 Seg (Seg) (%g) (%g)Ao: 0.18 g 0.00 0.563 0.167Aa: 0.15 g 0.16 0.563 0.167Fa: 1.20 0.32 0.563 0.167Fv: 2.10 0.48 0.563 0.167

0.64 0.563 0.1670.80 0.563 0.1670.96 0.563 0.1671.12 0.563 0.1671.30 0.483 0.1431.49 0.424 0.1261.67 0.377 0.1121.85 0.340 0.1012.04 0.310 0.0922.22 0.284 0.0842.40 0.262 0.0782.58 0.244 0.0722.77 0.228 0.0672.95 0.214 0.0633.13 0.201 0.0603.32 0.190 0.0563.50 0.180 0.0534.06 0.134 0.0404.63 0.103 0.0315.19 0.082 0.0245.75 0.067 0.0206.31 0.055 0.0166.88 0.047 0.0147.44 0.040 0.0128.00 0.034 0.010

ALUVIAL-100

ESPECTRO DE DISEÑO

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

ANÁLISIS SÍSMICO (ESPECTRO DE DISEÑO - CURVA DE DISEÑO)

MICROZONIFICACIÓN SÍSMICA DE BOGOTÁ D.C.

Sistema de resistencia Sísmica: Pórticos resistentes a momentos con Capacidad Moderadade Disipación de Energía (DMO).

Nota: El sistema de pórtico es un sistema estructural compuesto por un pórtico espacial, resistente a momentos, esencialmente completo, sin diagonales, que resiste todas las cargas verticales y las fuerzas horizontales.

Modelo Tridimensional con Diafragma Rígido: En este modelo los entrepisos se consideran diafragmas infinitamente rigidos en su propio plano. La masa de cada diafragma se considera concentrada en su centro de masa. Los efectos torsionales accidentales son incluidos haciendo ajustes en la localización de los centros de masa de los diafragmas. Los efectos direccionales son tomados en cuenta a través de las componentes de los desplazamientos de los grados de libertad horizontales ortogonales del diafragma.

MODELO MATEMÁTICO

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0 1 2 3 4 5 6 7 8

Sa(

g)

T (s)

Espectro Elástico de Diseño

Sa Vs T

0.00

0.02

0.04

0.06

0.08

0.10

0.12

0.14

0.16

0.18

0 1 2 3 4 5 6 7 8

Sa/

R (

g)

T (s)

Espectro Elástico de Diseño/Radop

Sa/R Vs T

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

ANÁLISIS SÍSMICO (ESPECTRO DE DISEÑO - CURVA DE UMBRAL DE DAÑO)

MICROZONIFICACIÓN SÍSMICA DE BOGOTÁ D.C.

F0.06

III1.25

Fa: Coeficiente de ampliación que afecta la aceleración en la zona de periodos cortos.Fv: Coeficiente de ampliación que afecta la aceleración en la zona de periodos intermedios.Sad: Aceleración espectral de umbral de daño (g).Ad: Aceleración horizontal pico efectiva de umbral de daño. Ad=0.06g.Aod: Aceleración horizontal pico efectiva del terreno para umbral de daño en superficie (g).T: Periodo de vibración del sistema elástico, en segundos.T0d: Periodo inicial de umbral de daño, en segundos.TCd: Periodo corto de umbral de daño, en segundos.TLd: Periodo largo de umbral de daño, en segundos.

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

ANÁLISIS SÍSMICO (ESPECTRO DE DISEÑO - CURVA DE UMBRAL DE DAÑO)

ZONA DE AMENAZA SÍSMICA

ALUVIAL-100ZONA DE MICROZONIFICACIÓN

MICROZONIFICACIÓN SÍSMICA DE BOGOTÁ D.C.

ESPECTRO DE UMBRAL DE DAÑO

INTERMEDIA

Grupo de UsoCoeficiente de importancia I

EFECTOS LOCALES

Perfil de SueloCoeficiente Ad

COEFICIENTE DE IMPORTANCIA

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

ANÁLISIS SÍSMICO (ESPECTRO DE DISEÑO - CURVA DE UMBRAL DE DAÑO)

MICROZONIFICACIÓN SÍSMICA DE BOGOTÁ D.C.

TCd: 1.04 Seg T SadTLd: 3.50 Seg (Seg) (%g)T0d: 0.21 Seg 0.00 0.080

Aod: 0.08 g 0.21 0.252Fa: 1.40 0.28 0.252Fv: 2.90 0.35 0.252

0.42 0.2520.49 0.2520.56 0.2520.63 0.2520.69 0.2520.76 0.2520.83 0.2520.90 0.2520.97 0.2521.04 0.2521.35 0.1941.66 0.1581.96 0.1332.27 0.1152.58 0.1012.89 0.0903.19 0.0823.50 0.0754.06 0.0554.63 0.0435.19 0.0345.75 0.0286.31 0.0236.88 0.0197.44 0.0178.00 0.014

ALUVIAL-100

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0 1 2 3 4 5 6 7 8 9

Sa(

%g

)

T (Seg)

Espectro De Umbral De Daño

Sad vs T

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

ANÁLISIS SÍSMICO (ESPECTRO DE DISEÑO - CURVA DE UMBRAL DE DAÑO)

MICROZONIFICACIÓN SÍSMICA DE BOGOTÁ D.C.

Sistema de resistencia Sísmica: Pórticos resistentes a momentos con Capacidad Moderadade Disipación de Energía (DMO).

Nota: El sistema de pórtico es un sistema estructural compuesto por un pórtico espacial, resistente a momentos, esencialmente completo, sin diagonales, que resiste todas las cargas verticales y las fuerzas horizontales.

Modelo Tridimensional con Diafragma Rígido: En este modelo los entrepisos se consideran diafragmas infinitamente rigidos en su propio plano. La masa de cada diafragma se considera concentrada en su centro de masa. Los efectos torsionales accidentales son incluidos haciendo ajustes en la localización de los centros de masa de los diafragmas. Los efectos direccionales son tomados en cuenta a través de las componentes de los desplazamientos de los grados de libertad horizontales ortogonales del diafragma.

MODELO MATEMÁTICO

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

CALCULO DEL CORTANTE BASAL DE LA ESTRUCTURA (ESPECTRO DE DISEÑO)

Hedificio= 17.05 m

Tipo de Perfil: F

Aa = 0.15

Av = 0.20

Fa = 1.20

Fv = 2.10

Tc = 1.12 Seg

Ct = 0.047

α = 0.90

Ta = 0.60 Seg

Cu = 1.25

CuTa = 0.75 Seg

Tmodelación estructural = 0.66 Seg

∆T = 9.37 % Ok!

Tadoptado = 0.66 Seg

Sa = 0.563 Sa obtenido del espectro de diseño

g = 9.81 m/s2

M = 1354.33 Ton Masa obtenida del modeloVs = 7480.01 kN

90% Vs = 6732.00 kN Cortante basal para comparación de acuerdo a A.5.4.5 NSR-10

PORCENTAJE PARA REVISIÓN DE CORTANTE BASAL DE ACUERDO A A.5.4.5 NSR-10: 90.0 %

F1 F2 Total FactorVs(x)= 5459.56 48.35 5459.77 1.233 12.096 Se aplica en SISMO XVs(y)= 48.35 4921.12 4921.36 1.368 13.419 Se aplica en SISMO Y

F1 F2 Total 90% VsVs(x)= 6731.79 59.62 6732.05 6732.0Vs(y)= 66.14 6731.55 6731.87 6732.0

g corregido

MODELO CORREGIDOResponse Espectrum Base Reactions

MICROZONIFICACIÓN SÍSMICA DE BOGOTÁ D.C.

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)CALCULO DEL CORTANTE BASAL DE LA ESTRUCTURA (ESPECTRO DE DISEÑO)

CALCULO DEL CORTANTE BASAL DE LA ESTRUCTURA

MODELO INICIALResponse Espectrum Base Reactions

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

CALCULO DEL CORTANTE BASAL DE LA ESTRUCTURA (ESPECTRO DE UMBRAL DE DAÑO)

Hedificio= 17.05 m

Tipo de Perfil: FAd = 0.06Fv = 2.10

Ct = 0.047

α = 0.90

Ta = 0.60 Seg

Cu = 1.25

CuTa = 0.75 Seg

Tmodelación estructural = 0.66 Seg

∆T = 9.37 % Ok!

Tadoptado = 0.66 Seg

Sa = 0.252 Sa obtenido del espectro de diseño

g = 9.81 m/s2

M = 1354.33 Ton Masa obtenida del modeloVs = 3348.07 kN

100% Vs = 3348.07 kN Cortante basal para comparación de acuerdo a A.5.4.5 NSR-10

PORCENTAJE PARA REVISIÓN DE CORTANTE BASAL DE ACUERDO A A.5.4.5 NSR-10: 100.0 %

F1 F2 Total FactorVs(x)= 2445.66 21.02 2445.75 1.369 13.429 Se aplica en SISMO XVs(y)= 21.02 2204.07 2204.17 1.519 14.901 Se aplica en SISMO Y

F1 F2 Total 100% VsVs(x)= 3347.88 28.78 3348.00 3348.1Vs(y)= 31.93 3347.89 3348.04 3348.1

Response Espectrum Base Reactions

g corregido

MODELO CORREGIDOResponse Espectrum Base Reactions

MODELO INICIAL

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)CALCULO DEL CORTANTE BASAL DE LA ESTRUCTURA (ESPECTRO DE UMBRAL DE DAÑO)

CALCULO DEL CORTANTE BASAL DE LA ESTRUCTURA

MICROZONIFICACIÓN SÍSMICA DE BOGOTÁ D.C.

Page 19: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

Á Á

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

ÓPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)BOGOTÁ (CUNDINAMARCA)CÁLCULO DE DERIVAS MÁXIMASCÁLCULO DE DERIVAS MÁXIMAS

ALTURA DE N 8 90 4 45 D i Má iALTURA DE N+8.90 4.45 m Deriva MáximaALTURA DE N+4 45 4 50 m Permitida

1.00 %ALTURA DE N+4.45 4.50 m Permitida

ALTURA DE BASE 0.00 mALTURA DE BASE 0.00 m

COMBINACIÓN D i D i DESPLAZAMIENTOS FUERZA SÍSMICACOMBINACIÓN Deriva Deriva DE CARGA Desplazamiento X Desplazamiento Y m %

Nivel ObservaciónDESPLAZAMIENTOS FUERZA SÍSMICAPuntoDE CARGA Desplazamiento X Desplazamiento Y m %

N+8.90 2 COMDER1 MAX 0.01990 0.00670 0.00733 0.16 OKN+8.90 2 COMDER1 MAX 0.01990 0.00670 0.00733 0.16 OKN+8.90 2 COMDER1 MIN -0.01990 -0.00670 0.00733 0.16 OK0 00 33 0 6 ON+8.90 2 COMDER2 MAX 0.01079 0.01668 0.00752 0.17 OKN 8 90 2 COMDER2 MIN 0 01079 0 01668 0 00752 0 17 OKN+8.90 2 COMDER2 MIN -0.01079 -0.01668 0.00752 0.17 OKN+4 45 2 COMDER1 MAX 0 01313 0 00389 0 01369 0 30 OKN+4.45 2 COMDER1 MAX 0.01313 0.00389 0.01369 0.30 OKN+4.45 2 COMDER1 MIN -0.01313 -0.00389 0 01369 0 30 OKN+4.45 2 COMDER1 MIN -0.01313 -0.00389 0.01369 0.30 OKN+4.45 2 COMDER2 MAX 0.00737 0.00998 0.01241 0.28 OKN+4.45 2 COMDER2 MAX 0.00737 0.00998 0.01241 0.28 OKN+4.45 2 COMDER2 MIN -0.00737 -0.00998 0.01241 0.28 OKBASE 2 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 2 COMDER1 MIN 0 00000 0 00000BASE 2 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 2 COMDER2 MAX 0 00000 0 00000 -- -- --BASE 2 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 2 COMDER2 MIN 0.00000 0.00000 -- -- --BASE 2 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8.90 3 COMDER1 MAX 0.01990 0.00918 0.00867 0.19 OKN 8.90 3 COMDER1 MAX 0.01990 0.00918 0.00867 0.19 OKN+8.90 3 COMDER1 MIN -0.01990 -0.00918 0.00867 0.19 OKN 8 90 3 COMDER2 MAX 0 01079 0 02265N+8.90 3 COMDER2 MAX 0.01079 0.02265 0.01299 0.29 OKN+8 90 3 COMDER2 MIN 0 01079 0 02265 0 01299 0 29 OKN+8.90 3 COMDER2 MIN -0.01079 -0.02265 0.01299 0.29 OKN+4 45 3 COMDER1 MAX 0 01313 0 00375 0 01366 0 30 OKN+4.45 3 COMDER1 MAX 0.01313 0.00375 0.01366 0.30 OKN+4.45 3 COMDER1 MIN -0.01313 -0.00375 0.01366 0.30 OKN+4.45 3 COMDER1 MIN 0.01313 0.00375 0.01366 0.30 OKN+4.45 3 COMDER2 MAX 0.00737 0.01012 0.01252 0.28 OK8N+4.45 3 COMDER2 MIN -0.00737 -0.01012 0.01252 0.28 OKBASE 3 COMDER1 MAX 0 00000 0 00000BASE 3 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 3 COMDER1 MIN 0 00000 0 00000BASE 3 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 3 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 3 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 3 COMDER2 MIN 0.00000 0.00000 -- -- --BASE 3 COMDER2 MIN 0.00000 0.00000

N+8.90 4 COMDER1 MAX 0.01983 0.00958 0.00888 0.20 OKN+8.90 4 COMDER1 MIN -0.01983 -0.00958 0.00888 0.20 OKN+8 90 4 COMDER2 MAX 0 01072 0 02740 0 01721 0 39 OKN+8.90 4 COMDER2 MAX 0.01072 0.02740 0.01721 0.39 OKN+8 90 4 COMDER2 MIN -0 01072 -0 02740 0 01721 0 39 OKN+8.90 4 COMDER2 MIN -0.01072 -0.02740 0.01721 0.39 OKN+4.45 4 COMDER1 MAX 0.01313 0.00375 0.01366 0.30 OKN+4.45 4 COMDER1 MAX 0.01313 0.00375 0.01366 0.30 OKN+4.45 4 COMDER1 MIN -0.01313 -0.00375 0.01366 0.30 OKN 4.45 4 COMDER1 MIN 0.01313 0.00375 0.01366 0.30 OKN+4.45 4 COMDER2 MAX 0.00737 0.01052 0.01284 0.29 OKN 4 45 4 COMDER2 MIN 0 00737 0 01052N+4.45 4 COMDER2 MIN -0.00737 -0.01052 0.01284 0.29 OKBASE 4 COMDER1 MAX 0 00000 0 00000BASE 4 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 4 COMDER1 MIN 0 00000 0 00000 -- -- --BASE 4 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 4 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 4 COMDER2 MAX 0.00000 0.00000BASE 4 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8.90 5 COMDER1 MAX 0.01983 0.01106 0.00991 0.22 OKN 8 90 5 COMDER1 MIN 0 01983 0 01106 0 00991 0 22 OKN+8.90 5 COMDER1 MIN -0.01983 -0.01106 0.00991 0.22 OKN+8 90 5 COMDER2 MAX 0 01072 0 02807 0 01728 0 39 OKN+8.90 5 COMDER2 MAX 0.01072 0.02807 0.01728 0.39 OKN+8.90 5 COMDER2 MIN -0.01072 -0.02807 0.01728 0.39 OKN+8.90 5 COMDER2 MIN -0.01072 -0.02807 0.01728 0.39 OKN+4.45 5 COMDER1 MAX 0.01313 0.00375 0.01366 0.30 OKN+4.45 5 COMDER1 MAX 0.01313 0.00375 0.01366 0.30 OKN+4.45 5 COMDER1 MIN -0.01313 -0.00375 0.01366 0.30 OKN+4.45 5 COMDER2 MAX 0.00737 0.01112 0.01334 0.30 OKN+4 45 5 COMDER2 MIN 0 00737 0 01112 0 01334 0 30 OKN+4.45 5 COMDER2 MIN -0.00737 -0.01112 0.01334 0.30 OKBASE 5 COMDER1 MAX 0 00000 0 00000 -- -- --BASE 5 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 5 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 5 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 5 COMDER2 MAX 0.00000 0.00000 -- -- --S 5 CO 0 00000 0 00000BASE 5 COMDER2 MIN 0.00000 0.00000 -- -- --

N 8 90 6 COMDER1 MAX 0 01983 0 00884N+8.90 6 COMDER1 MAX 0.01983 0.00884 0.00833 0.19 OKN+8 90 6 COMDER1 MIN 0 01983 0 00884 0 00833 0 19 OKN+8.90 6 COMDER1 MIN -0.01983 -0.00884 0.00833 0.19 OKN+8 90 6 COMDER2 MAX 0 01072 0 02278 0 01142 0 26 OKN+8.90 6 COMDER2 MAX 0.01072 0.02278 0.01142 0.26 OKN+8.90 6 COMDER2 MIN -0.01072 -0.02278 0.01142 0.26 OKN+8.90 6 COMDER2 MIN 0.01072 0.02278 0.01142 0.26 OKN+4.45 6 COMDER1 MAX 0.01313 0.00389 0.01369 0.30 OKN+4.45 6 COMDER1 MIN -0.01313 -0.00389 0.01369 0.30 OKN+4 45 6 COMDER2 MAX 0 00737 0 01186 0 01396 0 31 OKN+4.45 6 COMDER2 MAX 0.00737 0.01186 0.01396 0.31 OKN+4 45 6 COMDER2 MIN -0 00737 -0 01186 0 01396 0 31 OKN+4.45 6 COMDER2 MIN -0.00737 -0.01186 0.01396 0.31 OKBASE 6 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 6 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 6 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 6 COMDER1 MIN 0.00000 0.00000BASE 6 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 6 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8 90 7 COMDER1 MAX 0 01983 0 01260 0 01088 0 24 OKN+8.90 7 COMDER1 MAX 0.01983 0.01260 0.01088 0.24 OKN+8 90 7 COMDER1 MIN -0 01983 -0 01260 0 01088 0 24 OKN+8.90 7 COMDER1 MIN -0.01983 -0.01260 0.01088 0.24 OKN+8.90 7 COMDER2 MAX 0.01072 0.03611 0.02356 0.53 OKN+8.90 7 COMDER2 MAX 0.01072 0.03611 0.02356 0.53 OKN+8.90 7 COMDER2 MIN -0.01072 -0.03611 0.02356 0.53 OK0.02356 0.53 OKN+4.45 7 COMDER1 MAX 0.01313 0.00402 0.01373 0.31 OKN 4 45 7 COMDER1 MIN 0 01313 0 00402 0 0 3 3 0 3 ON+4.45 7 COMDER1 MIN -0.01313 -0.00402 0.01373 0.31 OKN+4 45 7 COMDER2 MAX 0 00737 0 01280 0 01477 0 33 OKN+4.45 7 COMDER2 MAX 0.00737 0.01280 0.01477 0.33 OKN+4.45 7 COMDER2 MIN -0.00737 -0.01280 0 01477 0 33 OKN+4.45 7 COMDER2 MIN -0.00737 -0.01280 0.01477 0.33 OK

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

ÓPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)BOGOTÁ (CUNDINAMARCA)CÁLCULO DE DERIVAS MÁXIMASCÁLCULO DE DERIVAS MÁXIMAS

ALTURA DE N 8 90 4 45 D i Má iALTURA DE N+8.90 4.45 m Deriva MáximaALTURA DE N+4 45 4 50 m Permitida

1.00 %ALTURA DE N+4.45 4.50 m Permitida

ALTURA DE BASE 0.00 mALTURA DE BASE 0.00 m

COMBINACIÓN D i D i DESPLAZAMIENTOS FUERZA SÍSMICACOMBINACIÓN Deriva Deriva DE CARGA Desplazamiento X Desplazamiento Y m %

Nivel ObservaciónDESPLAZAMIENTOS FUERZA SÍSMICAPuntoDE CARGA Desplazamiento X Desplazamiento Y m %

BASE 7 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 7 COMDER1 MAX 0.00000 0.00000BASE 7 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 7 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 7 COMDER2 MIN 0 00000 0 00000BASE 7 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8 90 8 COMDER1 MAX 0 01983 0 01407 0 01186 0 27 OKN+8.90 8 COMDER1 MAX 0.01983 0.01407 0.01186 0.27 OKN+8.90 8 COMDER1 MIN -0.01983 -0.01407 0 01186 0 27 OKN+8.90 8 COMDER1 MIN -0.01983 -0.01407 0.01186 0.27 OKN+8.90 8 COMDER2 MAX 0.01072 0.04556 0.03180 0.71 OKN+8.90 8 COMDER2 MAX 0.01072 0.04556 0.03180 0.71 OKN+8.90 8 COMDER2 MIN -0.01072 -0.04556 0.03180 0.71 OKN+4.45 8 COMDER1 MAX 0.01313 0.00429 0.01381 0.31 OKN+4 45 8 COMDER1 MIN 0 01313 0 00429 0 01381 0 31 OKN+4.45 8 COMDER1 MIN -0.01313 -0.00429 0.01381 0.31 OKN+4 45 8 COMDER2 MAX 0 00737 0 01394 0 01576 0 35 OKN+4.45 8 COMDER2 MAX 0.00737 0.01394 0.01576 0.35 OKN+4.45 8 COMDER2 MIN -0.00737 -0.01394 0.01576 0.35 OKN+4.45 8 COMDER2 MIN -0.00737 -0.01394 0.01576 0.35 OKBASE 8 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 8 COMDER1 MAX 0.00000 0.00000BASE 8 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 8 COMDER2 MAX 0 00000 0 00000BASE 8 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 8 COMDER2 MIN 0 00000 0 00000BASE 8 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8 90 10 COMDER1 MAX 0 01977 0 01467 0 01182 0 27 OKN+8.90 10 COMDER1 MAX 0.01977 0.01467 0.01182 0.27 OKN+8.90 10 COMDER1 MIN -0.01977 -0.01467 0.01182 0.27 OKN+8.90 10 COMDER1 MIN 0.01977 0.01467 0.01182 0.27 OKN+8.90 10 COMDER2 MAX 0.01072 0.04188 0.02654 0.60 OKN+8.90 10 COMDER2 MIN -0.01072 -0.04188 0.02654 0.60 OKN 4 45 10 COMDER1 MAX 0 01313 0 00489 0 01401 0 31 OKN+4.45 10 COMDER1 MAX 0.01313 0.00489 0.01401 0.31 OKN+4 45 10 COMDER1 MIN -0 01313 -0 00489 0 01401 0 31 OKN+4.45 10 COMDER1 MIN -0.01313 -0.00489 0.01401 0.31 OKN+4.45 10 COMDER2 MAX 0.00737 0.01554 0 01720 0 38 OKN+4.45 10 COMDER2 MAX 0.00737 0.01554 0.01720 0.38 OKN+4.45 10 COMDER2 MIN -0.00737 -0.01554 0.01720 0.38 OKN+4.45 10 COMDER2 MIN 0.00737 0.01554 0.01720 0.38 OKBASE 10 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 10 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 10 COMDER2 MAX 0 00000 0 00000BASE 10 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 10 COMDER2 MIN 0 00000 0 00000 -- -- --BASE 10 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8.90 11 COMDER1 MAX 0.01977 0.01132 0.00883 0.20 OKN+8.90 11 COMDER1 MAX 0.01977 0.01132 0.00883 0.20 OKN+8.90 11 COMDER1 MIN -0.01977 -0.01132 0.00883 0.20 OKN 8.90 11 COMDER1 MIN 0.01977 0.01132 0.00883 0.20 OKN+8.90 11 COMDER2 MAX 0.01072 0.03203 0.01512 0.34 OKN 8 90 11 COMDER2 MIN 0 01072 0 03203N+8.90 11 COMDER2 MIN -0.01072 -0.03203 0.01512 0.34 OKN+4 45 11 COMDER1 MAX 0 01313 0 00549 0 01423 0 32 OKN+4.45 11 COMDER1 MAX 0.01313 0.00549 0.01423 0.32 OKN+4 45 11 COMDER1 MIN -0 01313 -0 00549 0 01423 0 32 OKN+4.45 11 COMDER1 MIN -0.01313 -0.00549 0.01423 0.32 OKN+4.45 11 COMDER2 MAX 0.00737 0.01729 0.01879 0.42 OKN+4.45 11 COMDER2 MAX 0.00737 0.01729 0.01879 0.42 OKN+4.45 11 COMDER2 MIN -0.00737 -0.01729 0.01879 0.42 OKBASE 11 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 11 COMDER1 MIN 0 00000 0 00000BASE 11 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 11 COMDER2 MAX 0 00000 0 00000BASE 11 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 11 COMDER2 MIN 0.00000 0.00000 -- -- --BASE 11 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8.90 12 COMDER1 MAX 0.01977 0.01628 0.01210 0.27 OKN+8.90 12 COMDER1 MAX 0.01977 0.01628 0.01210 0.27 OKN+8.90 12 COMDER1 MIN -0.01977 -0.01628 0.01210 0.27 OKN+8.90 12 COMDER2 MAX 0.01065 0.04596 0.02713 0.61 OKN+8 90 12 COMDER2 MIN 0 01065 0 04596 0 02713 0 61 OKN+8.90 12 COMDER2 MIN -0.01065 -0.04596 0.02713 0.61 OKN+4 45 12 COMDER1 MAX 0 01313 0 00616 0 01451 0 32 OKN+4.45 12 COMDER1 MAX 0.01313 0.00616 0.01451 0.32 OKN+4.45 12 COMDER1 MIN -0.01313 -0.00616 0.01451 0.32 OKN+4.45 12 COMDER1 MIN 0.01313 0.00616 0.01451 0.32 OKN+4.45 12 COMDER2 MAX 0.00737 0.01903 0.02041 0.45 OK5 CO 0 00 3 0 0 903 0.02041 0.45 OKN+4.45 12 COMDER2 MIN -0.00737 -0.01903 0.02041 0.45 OKBASE 12 COMDER1 MAX 0 00000 0 00000BASE 12 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 12 COMDER1 MIN 0 00000 0 00000BASE 12 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 12 COMDER2 MAX 0 00000 0 00000 -- -- --BASE 12 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 12 COMDER2 MIN 0.00000 0.00000 -- -- --BASE 12 COMDER2 MIN 0.00000 0.00000

N+8.90 13 COMDER1 MAX 0.01970 0.01621 0.01145 0.26 OKN+8.90 13 COMDER1 MIN -0.01970 -0.01621 0.01145 0.26 OKN+8 90 13 COMDER2 MAX 0 01065 0 04998 0 02940 0 66 OKN+8.90 13 COMDER2 MAX 0.01065 0.04998 0.02940 0.66 OKN+8 90 13 COMDER2 MIN -0 01065 -0 04998 0 02940 0 66 OKN+8.90 13 COMDER2 MIN -0.01065 -0.04998 0.02940 0.66 OKN+4.45 13 COMDER1 MAX 0.01313 0.00683 0.01480 0.33 OKN+4.45 13 COMDER1 MAX 0.01313 0.00683 0.01480 0.33 OKN+4.45 13 COMDER1 MIN -0.01313 -0.00683 0.01480 0.33 OKN+4.45 13 COMDER1 MIN 0.01313 0.00683 0.01480 0.33 OKN+4.45 13 COMDER2 MAX 0.00737 0.02077 0.02204 0.49 OKN+4.45 13 COMDER2 MIN -0.00737 -0.02077 0.02204 0.49 OKBASE 13 COMDER1 MAX 0 00000 0 00000BASE 13 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 13 COMDER1 MIN 0 00000 0 00000 -- -- --BASE 13 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 13 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 13 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 13 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8.90 14 COMDER1 MAX 0.01970 0.01836 0.01269 0.29 OKN 8 90 14 COMDER1 MIN 0 01970 0 01836 0 0 269 0 29 ON+8.90 14 COMDER1 MIN -0.01970 -0.01836 0.01269 0.29 OKN+8 90 14 COMDER2 MAX 0 01065 0 05300 0 03059 0 69 OKN+8.90 14 COMDER2 MAX 0.01065 0.05300 0.03059 0.69 OKN+8.90 14 COMDER2 MIN -0.01065 -0.05300 0 03059 0 69 OKN+8.90 14 COMDER2 MIN -0.01065 -0.05300 0.03059 0.69 OK

Page 21: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

ÓPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)BOGOTÁ (CUNDINAMARCA)CÁLCULO DE DERIVAS MÁXIMASCÁLCULO DE DERIVAS MÁXIMAS

ALTURA DE N 8 90 4 45 D i Má iALTURA DE N+8.90 4.45 m Deriva MáximaALTURA DE N+4 45 4 50 m Permitida

1.00 %ALTURA DE N+4.45 4.50 m Permitida

ALTURA DE BASE 0.00 mALTURA DE BASE 0.00 m

COMBINACIÓN D i D i DESPLAZAMIENTOS FUERZA SÍSMICACOMBINACIÓN Deriva Deriva DE CARGA Desplazamiento X Desplazamiento Y m %

Nivel ObservaciónDESPLAZAMIENTOS FUERZA SÍSMICAPuntoDE CARGA Desplazamiento X Desplazamiento Y m %

N+4.45 14 COMDER1 MAX 0.01313 0.00750 0.01512 0.34 OKN+4.45 14 COMDER1 MAX 0.01313 0.00750 0.01512 0.34 OKN+4.45 14 COMDER1 MIN -0.01313 -0.00750 0.01512 0.34 OK0 0 5 0 3 ON+4.45 14 COMDER2 MAX 0.00737 0.02258 0.02375 0.53 OKN 4 45 14 COMDER2 MIN 0 00737 0 02258 0 02375 0 53 OKN+4.45 14 COMDER2 MIN -0.00737 -0.02258 0.02375 0.53 OKBASE 14 COMDER1 MAX 0 00000 0 00000BASE 14 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 14 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 14 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 14 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 14 COMDER2 MAX 0.00000 0.00000BASE 14 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8.90 15 COMDER1 MAX 0.01977 0.01300 0.00820 0.18 OKN+8 90 15 COMDER1 MIN 0 01977 0 01300 0 00820 0 18 OKN+8.90 15 COMDER1 MIN -0.01977 -0.01300 0.00820 0.18 OKN+8 90 15 COMDER2 MAX 0 01065 0 03866 0 01471 0 33 OKN+8.90 15 COMDER2 MAX 0.01065 0.03866 0.01471 0.33 OKN+8.90 15 COMDER2 MIN -0.01065 -0.03866 0.01471 0.33 OKN+8.90 15 COMDER2 MIN -0.01065 -0.03866 0.01471 0.33 OKN+4.45 15 COMDER1 MAX 0.01313 0.00817 0.01547 0.34 OKN 4.45 15 COMDER1 MAX 0.01313 0.00817 0.01547 0.34 OKN+4.45 15 COMDER1 MIN -0.01313 -0.00817 0.01547 0.34 OKN 4 45 15 COMDER2 MAX 0 00737 0 02432N+4.45 15 COMDER2 MAX 0.00737 0.02432 0.02541 0.56 OKN+4 45 15 COMDER2 MIN 0 00737 0 02432 0 02541 0 56 OKN+4.45 15 COMDER2 MIN -0.00737 -0.02432 0.02541 0.56 OKBASE 15 COMDER1 MAX 0 00000 0 00000 -- -- --BASE 15 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 15 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 15 COMDER1 MIN 0.00000 0.00000BASE 15 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 15 COMDER2 MIN 0.00000 0.00000 -- -- --

N 8 90 25 COMDER1 MAX 0 02868 0 00663 0 01638 0 37 OKN+8.90 25 COMDER1 MAX 0.02868 0.00663 0.01638 0.37 OKN+8 90 25 COMDER1 MIN -0 02868 -0 00663 0 01638 0 37 OKN+8.90 25 COMDER1 MIN -0.02868 -0.00663 0.01638 0.37 OKN+8.90 25 COMDER2 MAX 0.01266 0.01662 0 00977 0 22 OKN+8.90 25 COMDER2 MAX 0.01266 0.01662 0.00977 0.22 OKN+8.90 25 COMDER2 MIN -0.01266 -0.01662 0.00977 0.22 OKN+8.90 25 COMDER2 MIN 0.01266 0.01662 0.00977 0.22 OKN+4.45 25 COMDER1 MAX 0.01253 0.00389 0.01312 0.29 OKN+4.45 25 COMDER1 MIN -0.01253 -0.00389 0.01312 0.29 OKN+4 45 25 COMDER2 MAX 0 00549 0 00998 0 01139 0 25 OKN+4.45 25 COMDER2 MAX 0.00549 0.00998 0.01139 0.25 OKN+4 45 25 COMDER2 MIN -0 00549 -0 00998 0 01139 0 25 OKN+4.45 25 COMDER2 MIN -0.00549 -0.00998 0.01139 0.25 OKBASE 25 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 25 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 25 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 25 COMDER1 MIN 0.00000 0.00000BASE 25 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 25 COMDER2 MIN 0 00000 0 00000BASE 25 COMDER2 MIN 0.00000 0.00000 -- -- --

N+4 45 26 COMDER1 MAX 0 01253 0 00375 0 01308 0 29 OKN+4.45 26 COMDER1 MAX 0.01253 0.00375 0.01308 0.29 OKN+4 45 26 COMDER1 MIN -0 01253 -0 00375 0 01308 0 29 OKN+4.45 26 COMDER1 MIN -0.01253 -0.00375 0.01308 0.29 OKN+4.45 26 COMDER2 MAX 0.00549 0.01052 0.01187 0.26 OKN+4.45 26 COMDER2 MAX 0.00549 0.01052 0.01187 0.26 OKN+4.45 26 COMDER2 MIN -0.00549 -0.01052 0.01187 0.26 OKBASE 26 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 26 COMDER1 MIN 0 00000 0 00000BASE 26 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 26 COMDER2 MAX 0 00000 0 00000BASE 26 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 26 COMDER2 MIN 0.00000 0.00000 -- -- --BASE 26 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8.90 27 COMDER1 MAX 0.02593 0.00884 0.01429 0.32 OKN+8.90 27 COMDER1 MAX 0.02593 0.00884 0.01429 0.32 OKN+8.90 27 COMDER1 MIN -0.02593 -0.00884 0.01429 0.32 OKN+8.90 27 COMDER2 MAX 0.01059 0.02271 0.01199 0.27 OKN+8 90 27 COMDER2 MIN 0 01059 0 02271 0 01199 0 27 OKN+8.90 27 COMDER2 MIN -0.01059 -0.02271 0.01199 0.27 OKN+4 45 27 COMDER1 MAX 0 01253 0 00389 0 01312 0 29 OKN+4.45 27 COMDER1 MAX 0.01253 0.00389 0.01312 0.29 OKN+4.45 27 COMDER1 MIN -0.01253 -0.00389 0.01312 0.29 OKN+4.45 27 COMDER1 MIN 0.01253 0.00389 0.01312 0.29 OKN+4.45 27 COMDER2 MAX 0.00549 0.01186 0.01307 0.29 OK5 CO 0 005 9 0 0 86 0.01307 0.29 OKN+4.45 27 COMDER2 MIN -0.00549 -0.01186 0.01307 0.29 OKBASE 27 COMDER1 MAX 0 00000 0 00000BASE 27 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 27 COMDER1 MIN 0 00000 0 00000BASE 27 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 27 COMDER2 MAX 0 00000 0 00000 -- -- --BASE 27 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 27 COMDER2 MIN 0.00000 0.00000 -- -- --BASE 27 COMDER2 MIN 0.00000 0.00000

N+4.45 28 COMDER1 MAX 0.01253 0.00429 0.01324 0.29 OKN+4.45 28 COMDER1 MIN -0.01253 -0.00429 0.01324 0.29 OKN+4 45 28 COMDER2 MAX 0 00549 0 01394 0 01498 0 33 OKN+4.45 28 COMDER2 MAX 0.00549 0.01394 0.01498 0.33 OKN+4 45 28 COMDER2 MIN -0 00549 -0 01394 0 01498 0 33 OKN+4.45 28 COMDER2 MIN -0.00549 -0.01394 0.01498 0.33 OKBASE 28 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 28 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 28 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 28 COMDER1 MIN 0.00000 0.00000BASE 28 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 28 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8 90 29 COMDER1 MAX 0 02586 0 01132 0 01455 0 33 OKN+8.90 29 COMDER1 MAX 0.02586 0.01132 0.01455 0.33 OKN+8 90 29 COMDER1 MIN -0 02586 -0 01132 0 01455 0 33 OKN+8.90 29 COMDER1 MIN -0.02586 -0.01132 0.01455 0.33 OKN+8.90 29 COMDER2 MAX 0.01065 0.03196 0.01555 0.35 OKN+8.90 29 COMDER2 MAX 0.01065 0.03196 0.01555 0.35 OKN+8.90 29 COMDER2 MIN -0.01065 -0.03196 0.01555 0.35 OK0.01555 0.35 OKN+4.45 29 COMDER1 MAX 0.01253 0.00549 0.01368 0.30 OKN 4 45 29 COMDER1 MIN 0 01253 0 00549 0 0 368 0 30 ON+4.45 29 COMDER1 MIN -0.01253 -0.00549 0.01368 0.30 OKN+4 45 29 COMDER2 MAX 0 00549 0 01729 0 01814 0 40 OKN+4.45 29 COMDER2 MAX 0.00549 0.01729 0.01814 0.40 OKN+4.45 29 COMDER2 MIN -0.00549 -0.01729 0 01814 0 40 OKN+4.45 29 COMDER2 MIN -0.00549 -0.01729 0.01814 0.40 OK

Page 22: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

ÓPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)BOGOTÁ (CUNDINAMARCA)CÁLCULO DE DERIVAS MÁXIMASCÁLCULO DE DERIVAS MÁXIMAS

ALTURA DE N 8 90 4 45 D i Má iALTURA DE N+8.90 4.45 m Deriva MáximaALTURA DE N+4 45 4 50 m Permitida

1.00 %ALTURA DE N+4.45 4.50 m Permitida

ALTURA DE BASE 0.00 mALTURA DE BASE 0.00 m

COMBINACIÓN D i D i DESPLAZAMIENTOS FUERZA SÍSMICACOMBINACIÓN Deriva Deriva DE CARGA Desplazamiento X Desplazamiento Y m %

Nivel ObservaciónDESPLAZAMIENTOS FUERZA SÍSMICAPuntoDE CARGA Desplazamiento X Desplazamiento Y m %

BASE 29 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 29 COMDER1 MAX 0.00000 0.00000BASE 29 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 29 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 29 COMDER2 MIN 0 00000 0 00000BASE 29 COMDER2 MIN 0.00000 0.00000 -- -- --

N+4 45 30 COMDER1 MAX 0 01253 0 00683 0 01427 0 32 OKN+4.45 30 COMDER1 MAX 0.01253 0.00683 0.01427 0.32 OKN+4.45 30 COMDER1 MIN -0.01253 -0.00683 0 01427 0 32 OKN+4.45 30 COMDER1 MIN -0.01253 -0.00683 0.01427 0.32 OKN+4.45 30 COMDER2 MAX 0.00549 0.02077 0.02148 0.48 OKN+4.45 30 COMDER2 MAX 0.00549 0.02077 0.02148 0.48 OKN+4.45 30 COMDER2 MIN -0.00549 -0.02077 0.02148 0.48 OKBASE 30 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 30 COMDER1 MIN 0 00000 0 00000BASE 30 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 30 COMDER2 MAX 0 00000 0 00000 -- -- --BASE 30 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 30 COMDER2 MIN 0.00000 0.00000 -- -- --BASE 30 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8.90 31 COMDER1 MAX 0.02894 0.01293 0.01709 0.38 OKN 8.90 31 COMDER1 MAX 0.02894 0.01293 0.01709 0.38 OKN+8.90 31 COMDER1 MIN -0.02894 -0.01293 0.01709 0.38 OKN 8 90 31 COMDER2 MAX 0 01380 0 03859N+8.90 31 COMDER2 MAX 0.01380 0.03859 0.01651 0.37 OKN+8 90 31 COMDER2 MIN 0 01380 0 03859 0 01651 0 37 OKN+8.90 31 COMDER2 MIN -0.01380 -0.03859 0.01651 0.37 OKN+4 45 31 COMDER1 MAX 0 01253 0 00817 0 01496 0 33 OKN+4.45 31 COMDER1 MAX 0.01253 0.00817 0.01496 0.33 OKN+4.45 31 COMDER1 MIN -0.01253 -0.00817 0.01496 0.33 OKN+4.45 31 COMDER1 MIN 0.01253 0.00817 0.01496 0.33 OKN+4.45 31 COMDER2 MAX 0.00549 0.02432 0.02493 0.55 OKN+4.45 31 COMDER2 MIN -0.00549 -0.02432 0.02493 0.55 OKBASE 31 COMDER1 MAX 0 00000 0 00000BASE 31 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 31 COMDER1 MIN 0 00000 0 00000BASE 31 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 31 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 31 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 31 COMDER2 MIN 0.00000 0.00000 -- -- --BASE 31 COMDER2 MIN 0.00000 0.00000

N+8.90 36 COMDER1 MAX 0.02613 0.00663 0.01447 0.33 OKN+8.90 36 COMDER1 MIN -0.02613 -0.00663 0.01447 0.33 OKN+8 90 36 COMDER2 MAX 0 00831 0 01662 0 00812 0 18 OKN+8.90 36 COMDER2 MAX 0.00831 0.01662 0.00812 0.18 OKN+8 90 36 COMDER2 MIN -0 00831 -0 01662 0 00812 0 18 OKN+8.90 36 COMDER2 MIN -0.00831 -0.01662 0.00812 0.18 OKN+4.45 36 COMDER1 MAX 0.01193 0.00389 0.01254 0.28 OKN+4.45 36 COMDER1 MAX 0.01193 0.00389 0.01254 0.28 OKN+4.45 36 COMDER1 MIN -0.01193 -0.00389 0.01254 0.28 OKN 4.45 36 COMDER1 MIN 0.01193 0.00389 0.01254 0.28 OKN+4.45 36 COMDER2 MAX 0.00362 0.00998 0.01062 0.24 OKN 4 45 36 COMDER2 MIN 0 00362 0 00998N+4.45 36 COMDER2 MIN -0.00362 -0.00998 0.01062 0.24 OKBASE 36 COMDER1 MAX 0 00000 0 00000BASE 36 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 36 COMDER1 MIN 0 00000 0 00000 -- -- --BASE 36 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 36 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 36 COMDER2 MAX 0.00000 0.00000BASE 36 COMDER2 MIN 0.00000 0.00000 -- -- --

N+4.45 37 COMDER1 MAX 0.01193 0.00375 0.01250 0.28 OKN 4 45 37 COMDER1 MIN 0 01193 0 00375 0 01250 0 28 OKN+4.45 37 COMDER1 MIN -0.01193 -0.00375 0.01250 0.28 OKN+4 45 37 COMDER2 MAX 0 00362 0 01012 0 01074 0 24 OKN+4.45 37 COMDER2 MAX 0.00362 0.01012 0.01074 0.24 OKN+4.45 37 COMDER2 MIN -0.00362 -0.01012 0.01074 0.24 OKN+4.45 37 COMDER2 MIN -0.00362 -0.01012 0.01074 0.24 OKBASE 37 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 37 COMDER1 MAX 0.00000 0.00000BASE 37 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 37 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 37 COMDER2 MIN 0 00000 0 00000BASE 37 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8 90 38 COMDER1 MAX 0 02613 0 00871 0 01504 0 34 OKN+8.90 38 COMDER1 MAX 0.02613 0.00871 0.01504 0.34 OKN+8.90 38 COMDER1 MIN -0.02613 -0.00871 0.01504 0.34 OKN+8.90 38 COMDER1 MIN 0.02613 0.00871 0.01504 0.34 OKN+8.90 38 COMDER2 MAX 0.00831 0.02519 0.01540 0.35 OK8 90 38 CO 0 0083 0 0 5 9 0.01540 0.35 OKN+8.90 38 COMDER2 MIN -0.00831 -0.02519 0.01540 0.35 OKN 4 45 38 COMDER1 MAX 0 01193 0 00375N+4.45 38 COMDER1 MAX 0.01193 0.00375 0.01250 0.28 OKN+4 45 38 COMDER1 MIN 0 01193 0 00375 0 01250 0 28 OKN+4.45 38 COMDER1 MIN -0.01193 -0.00375 0.01250 0.28 OKN+4 45 38 COMDER2 MAX 0 00362 0 01052 0 01112 0 25 OKN+4.45 38 COMDER2 MAX 0.00362 0.01052 0.01112 0.25 OKN+4.45 38 COMDER2 MIN -0.00362 -0.01052 0.01112 0.25 OKN+4.45 38 COMDER2 MIN 0.00362 0.01052 0.01112 0.25 OKBASE 38 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 38 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 38 COMDER2 MAX 0 00000 0 00000BASE 38 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 38 COMDER2 MIN 0 00000 0 00000BASE 38 COMDER2 MIN 0.00000 0.00000 -- -- --

N+4.45 39 COMDER1 MAX 0.01193 0.00375 0.01250 0.28 OKN+4.45 39 COMDER1 MAX 0.01193 0.00375 0.01250 0.28 OKN+4.45 39 COMDER1 MIN -0.01193 -0.00375 0.01250 0.28 OKN+4.45 39 COMDER1 MIN 0.01193 0.00375 0.01250 0.28 OKN+4.45 39 COMDER2 MAX 0.00362 0.01112 0.01170 0.26 OKN+4.45 39 COMDER2 MIN -0.00362 -0.01112 0.01170 0.26 OKBASE 39 COMDER1 MAX 0 00000 0 00000BASE 39 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 39 COMDER1 MIN 0 00000 0 00000 -- -- --BASE 39 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 39 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 39 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 39 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8.90 40 COMDER1 MAX 0.02606 0.00884 0.01498 0.34 OKN 8 90 40 COMDER1 MIN 0 02606 0 00884 0 0 98 0 3 ON+8.90 40 COMDER1 MIN -0.02606 -0.00884 0.01498 0.34 OKN+8 90 40 COMDER2 MAX 0 00831 0 02271 0 01182 0 27 OKN+8.90 40 COMDER2 MAX 0.00831 0.02271 0.01182 0.27 OKN+8.90 40 COMDER2 MIN -0.00831 -0.02271 0 01182 0 27 OKN+8.90 40 COMDER2 MIN -0.00831 -0.02271 0.01182 0.27 OK

Page 23: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

ÓPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)BOGOTÁ (CUNDINAMARCA)CÁLCULO DE DERIVAS MÁXIMASCÁLCULO DE DERIVAS MÁXIMAS

ALTURA DE N 8 90 4 45 D i Má iALTURA DE N+8.90 4.45 m Deriva MáximaALTURA DE N+4 45 4 50 m Permitida

1.00 %ALTURA DE N+4.45 4.50 m Permitida

ALTURA DE BASE 0.00 mALTURA DE BASE 0.00 m

COMBINACIÓN D i D i DESPLAZAMIENTOS FUERZA SÍSMICACOMBINACIÓN Deriva Deriva DE CARGA Desplazamiento X Desplazamiento Y m %

Nivel ObservaciónDESPLAZAMIENTOS FUERZA SÍSMICAPuntoDE CARGA Desplazamiento X Desplazamiento Y m %

N+4.45 40 COMDER1 MAX 0.01193 0.00389 0.01254 0.28 OKN+4.45 40 COMDER1 MAX 0.01193 0.00389 0.01254 0.28 OKN+4.45 40 COMDER1 MIN -0.01193 -0.00389 0.01254 0.28 OK0 0 5 0 8 ON+4.45 40 COMDER2 MAX 0.00362 0.01186 0.01240 0.28 OKN 4 45 40 COMDER2 MIN 0 00362 0 01186 0 01240 0 28 OKN+4.45 40 COMDER2 MIN -0.00362 -0.01186 0.01240 0.28 OKBASE 40 COMDER1 MAX 0 00000 0 00000BASE 40 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 40 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 40 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 40 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 40 COMDER2 MAX 0.00000 0.00000BASE 40 COMDER2 MIN 0.00000 0.00000 -- -- --

N+4.45 41 COMDER1 MAX 0.01193 0.00402 0.01259 0.28 OKN+4 45 41 COMDER1 MIN 0 01193 0 00402 0 01259 0 28 OKN+4.45 41 COMDER1 MIN -0.01193 -0.00402 0.01259 0.28 OKN+4 45 41 COMDER2 MAX 0 00362 0 01280 0 01330 0 30 OKN+4.45 41 COMDER2 MAX 0.00362 0.01280 0.01330 0.30 OKN+4.45 41 COMDER2 MIN -0.00362 -0.01280 0.01330 0.30 OKN+4.45 41 COMDER2 MIN -0.00362 -0.01280 0.01330 0.30 OKBASE 41 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 41 COMDER1 MAX 0.00000 0.00000BASE 41 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 41 COMDER2 MAX 0 00000 0 00000BASE 41 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 41 COMDER2 MIN 0 00000 0 00000BASE 41 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8 90 42 COMDER1 MAX 0 02600 0 01099 0 01558 0 35 OKN+8.90 42 COMDER1 MAX 0.02600 0.01099 0.01558 0.35 OKN+8.90 42 COMDER1 MIN -0.02600 -0.01099 0.01558 0.35 OKN+8.90 42 COMDER1 MIN 0.02600 0.01099 0.01558 0.35 OKN+8.90 42 COMDER2 MAX 0.00831 0.03430 0.02090 0.47 OKN+8.90 42 COMDER2 MIN -0.00831 -0.03430 0.02090 0.47 OKN 4 45 42 COMDER1 MAX 0 01193 0 00429 0 01267 0 28 OKN+4.45 42 COMDER1 MAX 0.01193 0.00429 0.01267 0.28 OKN+4 45 42 COMDER1 MIN -0 01193 -0 00429 0 01267 0 28 OKN+4.45 42 COMDER1 MIN -0.01193 -0.00429 0.01267 0.28 OKN+4.45 42 COMDER2 MAX 0.00362 0.01394 0 01440 0 32 OKN+4.45 42 COMDER2 MAX 0.00362 0.01394 0.01440 0.32 OKN+4.45 42 COMDER2 MIN -0.00362 -0.01394 0.01440 0.32 OKN+4.45 42 COMDER2 MIN 0.00362 0.01394 0.01440 0.32 OKBASE 42 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 42 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 42 COMDER2 MAX 0 00000 0 00000BASE 42 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 42 COMDER2 MIN 0 00000 0 00000 -- -- --BASE 42 COMDER2 MIN 0.00000 0.00000 -- -- --

N+4.45 43 COMDER1 MAX 0.01193 0.00489 0.01289 0.29 OKN+4.45 43 COMDER1 MAX 0.01193 0.00489 0.01289 0.29 OKN+4.45 43 COMDER1 MIN -0.01193 -0.00489 0.01289 0.29 OKN 4.45 43 COMDER1 MIN 0.01193 0.00489 0.01289 0.29 OKN+4.45 43 COMDER2 MAX 0.00362 0.01554 0.01596 0.35 OKN 4 45 43 COMDER2 MIN 0 00362 0 01554N+4.45 43 COMDER2 MIN -0.00362 -0.01554 0.01596 0.35 OKBASE 43 COMDER1 MAX 0 00000 0 00000BASE 43 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 43 COMDER1 MIN 0 00000 0 00000 -- -- --BASE 43 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 43 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 43 COMDER2 MAX 0.00000 0.00000BASE 43 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8.90 44 COMDER1 MAX 0.02606 0.01132 0.01529 0.34 OKN 8 90 44 COMDER1 MIN 0 02606 0 01132 0 01529 0 34 OKN+8.90 44 COMDER1 MIN -0.02606 -0.01132 0.01529 0.34 OKN+8 90 44 COMDER2 MAX 0 00831 0 03196 0 01540 0 35 OKN+8.90 44 COMDER2 MAX 0.00831 0.03196 0.01540 0.35 OKN+8.90 44 COMDER2 MIN -0.00831 -0.03196 0.01540 0.35 OKN+8.90 44 COMDER2 MIN -0.00831 -0.03196 0.01540 0.35 OKN+4.45 44 COMDER1 MAX 0.01193 0.00549 0.01313 0.29 OKN+4.45 44 COMDER1 MAX 0.01193 0.00549 0.01313 0.29 OKN+4.45 44 COMDER1 MIN -0.01193 -0.00549 0.01313 0.29 OKN+4.45 44 COMDER2 MAX 0.00362 0.01729 0.01766 0.39 OKN+4 45 44 COMDER2 MIN 0 00362 0 01729 0 01766 0 39 OKN+4.45 44 COMDER2 MIN -0.00362 -0.01729 0.01766 0.39 OKBASE 44 COMDER1 MAX 0 00000 0 00000 -- -- --BASE 44 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 44 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 44 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 44 COMDER2 MAX 0.00000 0.00000 -- -- --S CO 0 00000 0 00000BASE 44 COMDER2 MIN 0.00000 0.00000 -- -- --

N 4 45 45 COMDER1 MAX 0 01193 0 00616N+4.45 45 COMDER1 MAX 0.01193 0.00616 0.01342 0.30 OKN+4 45 45 COMDER1 MIN 0 01193 0 00616 0 01342 0 30 OKN+4.45 45 COMDER1 MIN -0.01193 -0.00616 0.01342 0.30 OKN+4 45 45 COMDER2 MAX 0 00362 0 01903 0 01937 0 43 OKN+4.45 45 COMDER2 MAX 0.00362 0.01903 0.01937 0.43 OKN+4.45 45 COMDER2 MIN -0.00362 -0.01903 0.01937 0.43 OKN+4.45 45 COMDER2 MIN 0.00362 0.01903 0.01937 0.43 OKBASE 45 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 45 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 45 COMDER2 MAX 0 00000 0 00000BASE 45 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 45 COMDER2 MIN 0 00000 0 00000BASE 45 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8.90 46 COMDER1 MAX 0.02600 0.01648 0.01706 0.38 OKN+8.90 46 COMDER1 MAX 0.02600 0.01648 0.01706 0.38 OKN+8.90 46 COMDER1 MIN -0.02600 -0.01648 0.01706 0.38 OKN+8.90 46 COMDER1 MIN 0.02600 0.01648 0.01706 0.38 OKN+8.90 46 COMDER2 MAX 0.00831 0.04904 0.02866 0.64 OKN+8.90 46 COMDER2 MIN -0.00831 -0.04904 0.02866 0.64 OKN+4 45 46 COMDER1 MAX 0 01193 0 00683 0 01375 0 31 OKN+4.45 46 COMDER1 MAX 0.01193 0.00683 0.01375 0.31 OKN+4 45 46 COMDER1 MIN -0 01193 -0 00683 0 01375 0 31 OKN+4.45 46 COMDER1 MIN -0.01193 -0.00683 0.01375 0.31 OKN+4.45 46 COMDER2 MAX 0.00362 0.02077 0.02108 0.47 OKN+4.45 46 COMDER2 MAX 0.00362 0.02077 0.02108 0.47 OKN+4.45 46 COMDER2 MIN -0.00362 -0.02077 0.02108 0.47 OK0.02108 0.47 OKBASE 46 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 46 COMDER1 MIN 0 00000 0 00000BASE 46 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 46 COMDER2 MAX 0 00000 0 00000BASE 46 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 46 COMDER2 MIN 0.00000 0.00000 -- -- --BASE 46 COMDER2 MIN 0.00000 0.00000 -- -- --

Page 24: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

ÓPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)BOGOTÁ (CUNDINAMARCA)CÁLCULO DE DERIVAS MÁXIMASCÁLCULO DE DERIVAS MÁXIMAS

ALTURA DE N 8 90 4 45 D i Má iALTURA DE N+8.90 4.45 m Deriva MáximaALTURA DE N+4 45 4 50 m Permitida

1.00 %ALTURA DE N+4.45 4.50 m Permitida

ALTURA DE BASE 0.00 mALTURA DE BASE 0.00 m

COMBINACIÓN D i D i DESPLAZAMIENTOS FUERZA SÍSMICACOMBINACIÓN Deriva Deriva DE CARGA Desplazamiento X Desplazamiento Y m %

Nivel ObservaciónDESPLAZAMIENTOS FUERZA SÍSMICAPuntoDE CARGA Desplazamiento X Desplazamiento Y m %

N+4.45 47 COMDER1 MAX 0.01193 0.00750 0.01409 0.31 OKN+4.45 47 COMDER1 MAX 0.01193 0.00750 0.01409 0.31 OKN+4.45 47 COMDER1 MIN -0.01193 -0.00750 0.01409 0.31 OK0 0 09 0 3 ON+4.45 47 COMDER2 MAX 0.00362 0.02258 0.02287 0.51 OKN 4 45 47 COMDER2 MIN 0 00362 0 02258 0 02287 0 51 OKN+4.45 47 COMDER2 MIN -0.00362 -0.02258 0.02287 0.51 OKBASE 47 COMDER1 MAX 0 00000 0 00000BASE 47 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 47 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 47 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 47 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 47 COMDER2 MAX 0.00000 0.00000BASE 47 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8.90 48 COMDER1 MAX 0.02606 0.01300 0.01494 0.34 OKN+8 90 48 COMDER1 MIN 0 02606 0 01300 0 01494 0 34 OKN+8.90 48 COMDER1 MIN -0.02606 -0.01300 0.01494 0.34 OKN+8 90 48 COMDER2 MAX 0 00831 0 03866 0 01509 0 34 OKN+8.90 48 COMDER2 MAX 0.00831 0.03866 0.01509 0.34 OKN+8.90 48 COMDER2 MIN -0.00831 -0.03866 0.01509 0.34 OKN+8.90 48 COMDER2 MIN -0.00831 -0.03866 0.01509 0.34 OKN+4.45 48 COMDER1 MAX 0.01193 0.00817 0.01446 0.32 OKN 4.45 48 COMDER1 MAX 0.01193 0.00817 0.01446 0.32 OKN+4.45 48 COMDER1 MIN -0.01193 -0.00817 0.01446 0.32 OKN 4 45 48 COMDER2 MAX 0 00362 0 02432N+4.45 48 COMDER2 MAX 0.00362 0.02432 0.02459 0.55 OKN+4 45 48 COMDER2 MIN 0 00362 0 02432 0 02459 0 55 OKN+4.45 48 COMDER2 MIN -0.00362 -0.02432 0.02459 0.55 OKBASE 48 COMDER1 MAX 0 00000 0 00000 -- -- --BASE 48 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 48 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 48 COMDER1 MIN 0.00000 0.00000BASE 48 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 48 COMDER2 MIN 0.00000 0.00000 -- -- --

N 8 90 50 COMDER1 MAX 0 02935 0 00663 0 01704 0 38 OKN+8.90 50 COMDER1 MAX 0.02935 0.00663 0.01704 0.38 OKN+8 90 50 COMDER1 MIN -0 02935 -0 00663 0 01704 0 38 OKN+8.90 50 COMDER1 MIN -0.02935 -0.00663 0.01704 0.38 OKN+8.90 50 COMDER2 MAX 0.01340 0.01662 0 01037 0 23 OKN+8.90 50 COMDER2 MAX 0.01340 0.01662 0.01037 0.23 OKN+8.90 50 COMDER2 MIN -0.01340 -0.01662 0.01037 0.23 OKN+8.90 50 COMDER2 MIN 0.01340 0.01662 0.01037 0.23 OKN+4.45 50 COMDER1 MAX 0.01253 0.00389 0.01312 0.29 OKN+4.45 50 COMDER1 MIN -0.01253 -0.00389 0.01312 0.29 OKN+4 45 50 COMDER2 MAX 0 00543 0 00998 0 01136 0 25 OKN+4.45 50 COMDER2 MAX 0.00543 0.00998 0.01136 0.25 OKN+4 45 50 COMDER2 MIN -0 00543 -0 00998 0 01136 0 25 OKN+4.45 50 COMDER2 MIN -0.00543 -0.00998 0.01136 0.25 OKBASE 50 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 50 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 50 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 50 COMDER1 MIN 0.00000 0.00000BASE 50 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 50 COMDER2 MIN 0 00000 0 00000BASE 50 COMDER2 MIN 0.00000 0.00000 -- -- --

N+4 45 51 COMDER1 MAX 0 01253 0 00375 0 01308 0 29 OKN+4.45 51 COMDER1 MAX 0.01253 0.00375 0.01308 0.29 OKN+4 45 51 COMDER1 MIN -0 01253 -0 00375 0 01308 0 29 OKN+4.45 51 COMDER1 MIN -0.01253 -0.00375 0.01308 0.29 OKN+4.45 51 COMDER2 MAX 0.00543 0.01052 0.01184 0.26 OKN+4.45 51 COMDER2 MAX 0.00543 0.01052 0.01184 0.26 OKN+4.45 51 COMDER2 MIN -0.00543 -0.01052 0.01184 0.26 OKBASE 51 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 51 COMDER1 MIN 0 00000 0 00000BASE 51 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 51 COMDER2 MAX 0 00000 0 00000BASE 51 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 51 COMDER2 MIN 0.00000 0.00000 -- -- --BASE 51 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8.90 52 COMDER1 MAX 0.02580 0.00878 0.01414 0.32 OKN+8.90 52 COMDER1 MAX 0.02580 0.00878 0.01414 0.32 OKN+8.90 52 COMDER1 MIN -0.02580 -0.00878 0.01414 0.32 OKN+8.90 52 COMDER2 MAX 0.01065 0.02271 0.01205 0.27 OKN+8 90 52 COMDER2 MIN 0 01065 0 02271 0 01205 0 27 OKN+8.90 52 COMDER2 MIN -0.01065 -0.02271 0.01205 0.27 OKN+4 45 52 COMDER1 MAX 0 01253 0 00389 0 01312 0 29 OKN+4.45 52 COMDER1 MAX 0.01253 0.00389 0.01312 0.29 OKN+4.45 52 COMDER1 MIN -0.01253 -0.00389 0.01312 0.29 OKN+4.45 52 COMDER1 MIN 0.01253 0.00389 0.01312 0.29 OKN+4.45 52 COMDER2 MAX 0.00543 0.01186 0.01304 0.29 OK5 5 CO 0 005 3 0 0 86 0.01304 0.29 OKN+4.45 52 COMDER2 MIN -0.00543 -0.01186 0.01304 0.29 OKBASE 52 COMDER1 MAX 0 00000 0 00000BASE 52 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 52 COMDER1 MIN 0 00000 0 00000BASE 52 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 52 COMDER2 MAX 0 00000 0 00000 -- -- --BASE 52 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 52 COMDER2 MIN 0.00000 0.00000 -- -- --BASE 52 COMDER2 MIN 0.00000 0.00000

N+4.45 53 COMDER1 MAX 0.01253 0.00429 0.01324 0.29 OKN+4.45 53 COMDER1 MIN -0.01253 -0.00429 0.01324 0.29 OKN+4 45 53 COMDER2 MAX 0 00543 0 01394 0 01496 0 33 OKN+4.45 53 COMDER2 MAX 0.00543 0.01394 0.01496 0.33 OKN+4 45 53 COMDER2 MIN -0 00543 -0 01394 0 01496 0 33 OKN+4.45 53 COMDER2 MIN -0.00543 -0.01394 0.01496 0.33 OKBASE 53 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 53 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 53 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 53 COMDER1 MIN 0.00000 0.00000BASE 53 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 53 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8 90 54 COMDER1 MAX 0 02580 0 01132 0 01449 0 33 OKN+8.90 54 COMDER1 MAX 0.02580 0.01132 0.01449 0.33 OKN+8 90 54 COMDER1 MIN -0 02580 -0 01132 0 01449 0 33 OKN+8.90 54 COMDER1 MIN -0.02580 -0.01132 0.01449 0.33 OKN+8.90 54 COMDER2 MAX 0.01018 0.03196 0.01542 0.35 OKN+8.90 54 COMDER2 MAX 0.01018 0.03196 0.01542 0.35 OKN+8.90 54 COMDER2 MIN -0.01018 -0.03196 0.01542 0.35 OK0.01542 0.35 OKN+4.45 54 COMDER1 MAX 0.01253 0.00549 0.01368 0.30 OKN 4 45 54 COMDER1 MIN 0 01253 0 00549 0 0 368 0 30 ON+4.45 54 COMDER1 MIN -0.01253 -0.00549 0.01368 0.30 OKN+4 45 54 COMDER2 MAX 0 00543 0 01729 0 01812 0 40 OKN+4.45 54 COMDER2 MAX 0.00543 0.01729 0.01812 0.40 OKN+4.45 54 COMDER2 MIN -0.00543 -0.01729 0 01812 0 40 OKN+4.45 54 COMDER2 MIN -0.00543 -0.01729 0.01812 0.40 OK

Page 25: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

ÓPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)BOGOTÁ (CUNDINAMARCA)CÁLCULO DE DERIVAS MÁXIMASCÁLCULO DE DERIVAS MÁXIMAS

ALTURA DE N 8 90 4 45 D i Má iALTURA DE N+8.90 4.45 m Deriva MáximaALTURA DE N+4 45 4 50 m Permitida

1.00 %ALTURA DE N+4.45 4.50 m Permitida

ALTURA DE BASE 0.00 mALTURA DE BASE 0.00 m

COMBINACIÓN D i D i DESPLAZAMIENTOS FUERZA SÍSMICACOMBINACIÓN Deriva Deriva DE CARGA Desplazamiento X Desplazamiento Y m %

Nivel ObservaciónDESPLAZAMIENTOS FUERZA SÍSMICAPuntoDE CARGA Desplazamiento X Desplazamiento Y m %

BASE 54 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 54 COMDER1 MAX 0.00000 0.00000BASE 54 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 54 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 54 COMDER2 MIN 0 00000 0 00000BASE 54 COMDER2 MIN 0.00000 0.00000 -- -- --

N+4 45 55 COMDER1 MAX 0 01253 0 00683 0 01427 0 32 OKN+4.45 55 COMDER1 MAX 0.01253 0.00683 0.01427 0.32 OKN+4.45 55 COMDER1 MIN -0.01253 -0.00683 0 01427 0 32 OKN+4.45 55 COMDER1 MIN -0.01253 -0.00683 0.01427 0.32 OKN+4.45 55 COMDER2 MAX 0.00543 0.02077 0.02147 0.48 OKN+4.45 55 COMDER2 MAX 0.00543 0.02077 0.02147 0.48 OKN+4.45 55 COMDER2 MIN -0.00543 -0.02077 0.02147 0.48 OKBASE 55 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 55 COMDER1 MIN 0 00000 0 00000BASE 55 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 55 COMDER2 MAX 0 00000 0 00000 -- -- --BASE 55 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 55 COMDER2 MIN 0.00000 0.00000 -- -- --BASE 55 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8.90 56 COMDER1 MAX 0.02928 0.01300 0.01743 0.39 OKN 8.90 56 COMDER1 MAX 0.02928 0.01300 0.01743 0.39 OKN+8.90 56 COMDER1 MIN -0.02928 -0.01300 0.01743 0.39 OKN 8 90 56 COMDER2 MAX 0 01380 0 03866N+8.90 56 COMDER2 MAX 0.01380 0.03866 0.01660 0.37 OKN+8 90 56 COMDER2 MIN 0 01380 0 03866 0 01660 0 37 OKN+8.90 56 COMDER2 MIN -0.01380 -0.03866 0.01660 0.37 OKN+4 45 56 COMDER1 MAX 0 01253 0 00817 0 01496 0 33 OKN+4.45 56 COMDER1 MAX 0.01253 0.00817 0.01496 0.33 OKN+4.45 56 COMDER1 MIN -0.01253 -0.00817 0.01496 0.33 OKN+4.45 56 COMDER1 MIN 0.01253 0.00817 0.01496 0.33 OKN+4.45 56 COMDER2 MAX 0.00543 0.02432 0.02492 0.55 OKN+4.45 56 COMDER2 MIN -0.00543 -0.02432 0.02492 0.55 OKBASE 56 COMDER1 MAX 0 00000 0 00000BASE 56 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 56 COMDER1 MIN 0 00000 0 00000BASE 56 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 56 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 56 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 56 COMDER2 MIN 0.00000 0.00000 -- -- --BASE 56 COMDER2 MIN 0.00000 0.00000

N+8.90 65 COMDER1 MAX 0.02017 0.00670 0.00751 0.17 OKN+8.90 65 COMDER1 MIN -0.02017 -0.00670 0.00751 0.17 OKN+8 90 65 COMDER2 MAX 0 01079 0 01668 0 00752 0 17 OKN+8.90 65 COMDER2 MAX 0.01079 0.01668 0.00752 0.17 OKN+8 90 65 COMDER2 MIN -0 01079 -0 01668 0 00752 0 17 OKN+8.90 65 COMDER2 MIN -0.01079 -0.01668 0.00752 0.17 OKN+4.45 65 COMDER1 MAX 0.01320 0.00389 0.01376 0.31 OKN+4.45 65 COMDER1 MAX 0.01320 0.00389 0.01376 0.31 OKN+4.45 65 COMDER1 MIN -0.01320 -0.00389 0.01376 0.31 OKN 4.45 65 COMDER1 MIN 0.01320 0.00389 0.01376 0.31 OKN+4.45 65 COMDER2 MAX 0.00737 0.00998 0.01241 0.28 OKN 4 45 65 COMDER2 MIN 0 00737 0 00998N+4.45 65 COMDER2 MIN -0.00737 -0.00998 0.01241 0.28 OKBASE 65 COMDER1 MAX 0 00000 0 00000BASE 65 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 65 COMDER1 MIN 0 00000 0 00000 -- -- --BASE 65 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 65 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 65 COMDER2 MAX 0.00000 0.00000BASE 65 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8.90 66 COMDER1 MAX 0.02017 0.01039 0.00962 0.22 OKN 8 90 66 COMDER1 MIN 0 02017 0 01039 0 00962 0 22 OKN+8.90 66 COMDER1 MIN -0.02017 -0.01039 0.00962 0.22 OKN+8 90 66 COMDER2 MAX 0 01079 0 02586 0 01611 0 36 OKN+8.90 66 COMDER2 MAX 0.01079 0.02586 0.01611 0.36 OKN+8.90 66 COMDER2 MIN -0.01079 -0.02586 0.01611 0.36 OKN+8.90 66 COMDER2 MIN -0.01079 -0.02586 0.01611 0.36 OKN+4.45 66 COMDER1 MAX 0.01320 0.00375 0.01372 0.30 OKN+4.45 66 COMDER1 MAX 0.01320 0.00375 0.01372 0.30 OKN+4.45 66 COMDER1 MIN -0.01320 -0.00375 0.01372 0.30 OKN+4.45 66 COMDER2 MAX 0.00737 0.01012 0.01252 0.28 OKN+4 45 66 COMDER2 MIN 0 00737 0 01012 0 01252 0 28 OKN+4.45 66 COMDER2 MIN -0.00737 -0.01012 0.01252 0.28 OKBASE 66 COMDER1 MAX 0 00000 0 00000 -- -- --BASE 66 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 66 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 66 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 66 COMDER2 MAX 0.00000 0.00000 -- -- --S 66 CO 0 00000 0 00000BASE 66 COMDER2 MIN 0.00000 0.00000 -- -- --

N 8 90 67 COMDER1 MAX 0 02010 0 01260N+8.90 67 COMDER1 MAX 0.02010 0.01260 0.01122 0.25 OKN+8 90 67 COMDER1 MIN 0 02010 0 01260 0 01122 0 25 OKN+8.90 67 COMDER1 MIN -0.02010 -0.01260 0.01122 0.25 OKN+8 90 67 COMDER2 MAX 0 01079 0 03685 0 02655 0 60 OKN+8.90 67 COMDER2 MAX 0.01079 0.03685 0.02655 0.60 OKN+8.90 67 COMDER2 MIN -0.01079 -0.03685 0.02655 0.60 OKN+8.90 67 COMDER2 MIN 0.01079 0.03685 0.02655 0.60 OKN+4.45 67 COMDER1 MAX 0.01320 0.00375 0.01372 0.30 OKN+4.45 67 COMDER1 MIN -0.01320 -0.00375 0.01372 0.30 OKN+4 45 67 COMDER2 MAX 0 00737 0 01052 0 01284 0 29 OKN+4.45 67 COMDER2 MAX 0.00737 0.01052 0.01284 0.29 OKN+4 45 67 COMDER2 MIN -0 00737 -0 01052 0 01284 0 29 OKN+4.45 67 COMDER2 MIN -0.00737 -0.01052 0.01284 0.29 OKBASE 67 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 67 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 67 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 67 COMDER1 MIN 0.00000 0.00000BASE 67 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 67 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8 90 68 COMDER1 MAX 0 02010 0 01146 0 01034 0 23 OKN+8.90 68 COMDER1 MAX 0.02010 0.01146 0.01034 0.23 OKN+8 90 68 COMDER1 MIN -0 02010 -0 01146 0 01034 0 23 OKN+8.90 68 COMDER1 MIN -0.02010 -0.01146 0.01034 0.23 OKN+8.90 68 COMDER2 MAX 0.01079 0.03109 0.02026 0.46 OKN+8.90 68 COMDER2 MAX 0.01079 0.03109 0.02026 0.46 OKN+8.90 68 COMDER2 MIN -0.01079 -0.03109 0.02026 0.46 OK0.02026 0.46 OKN+4.45 68 COMDER1 MAX 0.01320 0.00375 0.01372 0.30 OKN 4 45 68 COMDER1 MIN 0 01320 0 00375 0 0 3 2 0 30 ON+4.45 68 COMDER1 MIN -0.01320 -0.00375 0.01372 0.30 OKN+4 45 68 COMDER2 MAX 0 00737 0 01112 0 01334 0 30 OKN+4.45 68 COMDER2 MAX 0.00737 0.01112 0.01334 0.30 OKN+4.45 68 COMDER2 MIN -0.00737 -0.01112 0 01334 0 30 OKN+4.45 68 COMDER2 MIN -0.00737 -0.01112 0.01334 0.30 OK

Page 26: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

ÓPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)BOGOTÁ (CUNDINAMARCA)CÁLCULO DE DERIVAS MÁXIMASCÁLCULO DE DERIVAS MÁXIMAS

ALTURA DE N 8 90 4 45 D i Má iALTURA DE N+8.90 4.45 m Deriva MáximaALTURA DE N+4 45 4 50 m Permitida

1.00 %ALTURA DE N+4.45 4.50 m Permitida

ALTURA DE BASE 0.00 mALTURA DE BASE 0.00 m

COMBINACIÓN D i D i DESPLAZAMIENTOS FUERZA SÍSMICACOMBINACIÓN Deriva Deriva DE CARGA Desplazamiento X Desplazamiento Y m %

Nivel ObservaciónDESPLAZAMIENTOS FUERZA SÍSMICAPuntoDE CARGA Desplazamiento X Desplazamiento Y m %

BASE 68 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 68 COMDER1 MAX 0.00000 0.00000BASE 68 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 68 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 68 COMDER2 MIN 0 00000 0 00000BASE 68 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8 90 69 COMDER1 MAX 0 02010 0 00884 0 00850 0 19 OKN+8.90 69 COMDER1 MAX 0.02010 0.00884 0.00850 0.19 OKN+8.90 69 COMDER1 MIN -0.02010 -0.00884 0 00850 0 19 OKN+8.90 69 COMDER1 MIN -0.02010 -0.00884 0.00850 0.19 OKN+8.90 69 COMDER2 MAX 0.01079 0.02278 0.01144 0.26 OKN+8.90 69 COMDER2 MAX 0.01079 0.02278 0.01144 0.26 OKN+8.90 69 COMDER2 MIN -0.01079 -0.02278 0.01144 0.26 OKN+4.45 69 COMDER1 MAX 0.01320 0.00389 0.01376 0.31 OKN+4 45 69 COMDER1 MIN 0 01320 0 00389 0 01376 0 31 OKN+4.45 69 COMDER1 MIN -0.01320 -0.00389 0.01376 0.31 OKN+4 45 69 COMDER2 MAX 0 00737 0 01186 0 01396 0 31 OKN+4.45 69 COMDER2 MAX 0.00737 0.01186 0.01396 0.31 OKN+4.45 69 COMDER2 MIN -0.00737 -0.01186 0.01396 0.31 OKN+4.45 69 COMDER2 MIN -0.00737 -0.01186 0.01396 0.31 OKBASE 69 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 69 COMDER1 MAX 0.00000 0.00000BASE 69 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 69 COMDER2 MAX 0 00000 0 00000BASE 69 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 69 COMDER2 MIN 0 00000 0 00000BASE 69 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8 90 70 COMDER1 MAX 0 02003 0 01166 0 01025 0 23 OKN+8.90 70 COMDER1 MAX 0.02003 0.01166 0.01025 0.23 OKN+8.90 70 COMDER1 MIN -0.02003 -0.01166 0.01025 0.23 OKN+8.90 70 COMDER1 MIN 0.02003 0.01166 0.01025 0.23 OKN+8.90 70 COMDER2 MAX 0.01072 0.03136 0.01886 0.42 OK88N+8.90 70 COMDER2 MIN -0.01072 -0.03136 0.01886 0.42 OKN 4 45 70 COMDER1 MAX 0 01320 0 00402 0 01380 0 31 OKN+4.45 70 COMDER1 MAX 0.01320 0.00402 0.01380 0.31 OKN+4 45 70 COMDER1 MIN -0 01320 -0 00402 0 01380 0 31 OKN+4.45 70 COMDER1 MIN -0.01320 -0.00402 0.01380 0.31 OKN+4.45 70 COMDER2 MAX 0.00737 0.01280 0 01477 0 33 OKN+4.45 70 COMDER2 MAX 0.00737 0.01280 0.01477 0.33 OKN+4.45 70 COMDER2 MIN -0.00737 -0.01280 0.01477 0.33 OKN+4.45 70 COMDER2 MIN 0.00737 0.01280 0.01477 0.33 OKBASE 70 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 70 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 70 COMDER2 MAX 0 00000 0 00000BASE 70 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 70 COMDER2 MIN 0 00000 0 00000 -- -- --BASE 70 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8.90 71 COMDER1 MAX 0.02003 0.01052 0.00925 0.21 OKN+8.90 71 COMDER1 MAX 0.02003 0.01052 0.00925 0.21 OKN+8.90 71 COMDER1 MIN -0.02003 -0.01052 0.00925 0.21 OKN 8.90 71 COMDER1 MIN 0.02003 0.01052 0.00925 0.21 OKN+8.90 71 COMDER2 MAX 0.01072 0.03417 0.02051 0.46 OKN 8 90 71 COMDER2 MIN 0 01072 0 03417N+8.90 71 COMDER2 MIN -0.01072 -0.03417 0.02051 0.46 OKN+4 45 71 COMDER1 MAX 0 01320 0 00429 0 01388 0 31 OKN+4.45 71 COMDER1 MAX 0.01320 0.00429 0.01388 0.31 OKN+4 45 71 COMDER1 MIN -0 01320 -0 00429 0 01388 0 31 OKN+4.45 71 COMDER1 MIN -0.01320 -0.00429 0.01388 0.31 OKN+4.45 71 COMDER2 MAX 0.00737 0.01394 0.01576 0.35 OKN+4.45 71 COMDER2 MAX 0.00737 0.01394 0.01576 0.35 OKN+4.45 71 COMDER2 MIN -0.00737 -0.01394 0.01576 0.35 OKBASE 71 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 71 COMDER1 MIN 0 00000 0 00000BASE 71 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 71 COMDER2 MAX 0 00000 0 00000BASE 71 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 71 COMDER2 MIN 0.00000 0.00000 -- -- --BASE 71 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8.90 72 COMDER1 MAX 0.02010 0.01347 0.01101 0.25 OKN+8.90 72 COMDER1 MAX 0.02010 0.01347 0.01101 0.25 OKN+8.90 72 COMDER1 MIN -0.02010 -0.01347 0.01101 0.25 OKN+8.90 72 COMDER2 MAX 0.01072 0.03712 0.02183 0.49 OKN+8 90 72 COMDER2 MIN 0 01072 0 03712 0 02183 0 49 OKN+8.90 72 COMDER2 MIN -0.01072 -0.03712 0.02183 0.49 OKN+4 45 72 COMDER1 MAX 0 01320 0 00489 0 01408 0 31 OKN+4.45 72 COMDER1 MAX 0.01320 0.00489 0.01408 0.31 OKN+4.45 72 COMDER1 MIN -0.01320 -0.00489 0.01408 0.31 OKN+4.45 72 COMDER1 MIN 0.01320 0.00489 0.01408 0.31 OKN+4.45 72 COMDER2 MAX 0.00737 0.01554 0.01720 0.38 OK5 CO 0 00 3 0 0 55 0.01720 0.38 OKN+4.45 72 COMDER2 MIN -0.00737 -0.01554 0.01720 0.38 OKBASE 72 COMDER1 MAX 0 00000 0 00000BASE 72 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 72 COMDER1 MIN 0 00000 0 00000BASE 72 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 72 COMDER2 MAX 0 00000 0 00000 -- -- --BASE 72 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 72 COMDER2 MIN 0.00000 0.00000 -- -- --BASE 72 COMDER2 MIN 0.00000 0.00000

N+8.90 74 COMDER1 MAX 0.02010 0.01132 0.00903 0.20 OKN+8.90 74 COMDER1 MIN -0.02010 -0.01132 0.00903 0.20 OKN+8 90 74 COMDER2 MAX 0 01079 0 03203 0 01513 0 34 OKN+8.90 74 COMDER2 MAX 0.01079 0.03203 0.01513 0.34 OKN+8 90 74 COMDER2 MIN -0 01079 -0 03203 0 01513 0 34 OKN+8.90 74 COMDER2 MIN -0.01079 -0.03203 0.01513 0.34 OKN+4.45 74 COMDER1 MAX 0.01320 0.00549 0.01430 0.32 OKN+4.45 74 COMDER1 MAX 0.01320 0.00549 0.01430 0.32 OKN+4.45 74 COMDER1 MIN -0.01320 -0.00549 0.01430 0.32 OKN+4.45 74 COMDER1 MIN 0.01320 0.00549 0.01430 0.32 OKN+4.45 74 COMDER2 MAX 0.00737 0.01729 0.01879 0.42 OKN+4.45 74 COMDER2 MIN -0.00737 -0.01729 0.01879 0.42 OK

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

ÓPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)BOGOTÁ (CUNDINAMARCA)CÁLCULO DE DERIVAS MÁXIMASCÁLCULO DE DERIVAS MÁXIMAS

ALTURA DE N 8 90 4 45 D i Má iALTURA DE N+8.90 4.45 m Deriva MáximaALTURA DE N+4 45 4 50 m Permitida

1.00 %ALTURA DE N+4.45 4.50 m Permitida

ALTURA DE BASE 0.00 mALTURA DE BASE 0.00 m

COMBINACIÓN D i D i DESPLAZAMIENTOS FUERZA SÍSMICACOMBINACIÓN Deriva Deriva DE CARGA Desplazamiento X Desplazamiento Y m %

Nivel ObservaciónDESPLAZAMIENTOS FUERZA SÍSMICAPuntoDE CARGA Desplazamiento X Desplazamiento Y m %

BASE 74 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 74 COMDER1 MAX 0.00000 0.00000BASE 74 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 74 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 74 COMDER2 MIN 0 00000 0 00000BASE 74 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8 90 76 COMDER1 MAX 0 02010 0 01729 0 01309 0 29 OKN+8.90 76 COMDER1 MAX 0.02010 0.01729 0.01309 0.29 OKN+8.90 76 COMDER1 MIN -0.02010 -0.01729 0 01309 0 29 OKN+8.90 76 COMDER1 MIN -0.02010 -0.01729 0.01309 0.29 OKN+8.90 76 COMDER2 MAX 0.01079 0.05159 0.03274 0.74 OKN+8.90 76 COMDER2 MAX 0.01079 0.05159 0.03274 0.74 OKN+8.90 76 COMDER2 MIN -0.01079 -0.05159 0.03274 0.74 OKN+4.45 76 COMDER1 MAX 0.01320 0.00616 0.01457 0.32 OKN+4 45 76 COMDER1 MIN 0 01320 0 00616 0 01457 0 32 OKN+4.45 76 COMDER1 MIN -0.01320 -0.00616 0.01457 0.32 OKN+4 45 76 COMDER2 MAX 0 00737 0 01903 0 02041 0 45 OKN+4.45 76 COMDER2 MAX 0.00737 0.01903 0.02041 0.45 OKN+4.45 76 COMDER2 MIN -0.00737 -0.01903 0.02041 0.45 OKN+4.45 76 COMDER2 MIN -0.00737 -0.01903 0.02041 0.45 OKBASE 76 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 76 COMDER1 MAX 0.00000 0.00000BASE 76 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 76 COMDER2 MAX 0 00000 0 00000BASE 76 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 76 COMDER2 MIN 0 00000 0 00000BASE 76 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8 90 77 COMDER1 MAX 0 02017 0 02077 0 01558 0 35 OKN+8.90 77 COMDER1 MAX 0.02017 0.02077 0.01558 0.35 OKN+8.90 77 COMDER1 MIN -0.02017 -0.02077 0.01558 0.35 OKN+8.90 77 COMDER1 MIN 0.02017 0.02077 0.01558 0.35 OKN+8.90 77 COMDER2 MAX 0.01079 0.06466 0.04402 0.99 OKN+8.90 77 COMDER2 MIN -0.01079 -0.06466 0.04402 0.99 OKN 4 45 77 COMDER1 MAX 0 01320 0 00683 0 01486 0 33 OKN+4.45 77 COMDER1 MAX 0.01320 0.00683 0.01486 0.33 OKN+4 45 77 COMDER1 MIN -0 01320 -0 00683 0 01486 0 33 OKN+4.45 77 COMDER1 MIN -0.01320 -0.00683 0.01486 0.33 OKN+4.45 77 COMDER2 MAX 0.00737 0.02077 0 02204 0 49 OKN+4.45 77 COMDER2 MAX 0.00737 0.02077 0.02204 0.49 OKN+4.45 77 COMDER2 MIN -0.00737 -0.02077 0.02204 0.49 OKN+4.45 77 COMDER2 MIN 0.00737 0.02077 0.02204 0.49 OKBASE 77 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 77 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 77 COMDER2 MAX 0 00000 0 00000BASE 77 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 77 COMDER2 MIN 0 00000 0 00000 -- -- --BASE 77 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8.90 78 COMDER1 MAX 0.02017 0.02057 0.01481 0.33 OKN+8.90 78 COMDER1 MAX 0.02017 0.02057 0.01481 0.33 OKN+8.90 78 COMDER1 MIN -0.02017 -0.02057 0.01481 0.33 OKN 8.90 78 COMDER1 MIN 0.02017 0.02057 0.01481 0.33 OKN+8.90 78 COMDER2 MAX 0.01079 0.05896 0.03654 0.82 OKN 8 90 78 COMDER2 MIN 0 01079 0 05896N+8.90 78 COMDER2 MIN -0.01079 -0.05896 0.03654 0.82 OKN+4 45 78 COMDER1 MAX 0 01320 0 00750 0 01518 0 34 OKN+4.45 78 COMDER1 MAX 0.01320 0.00750 0.01518 0.34 OKN+4 45 78 COMDER1 MIN -0 01320 -0 00750 0 01518 0 34 OKN+4.45 78 COMDER1 MIN -0.01320 -0.00750 0.01518 0.34 OKN+4.45 78 COMDER2 MAX 0.00737 0.02258 0.02375 0.53 OKN+4.45 78 COMDER2 MAX 0.00737 0.02258 0.02375 0.53 OKN+4.45 78 COMDER2 MIN -0.00737 -0.02258 0.02375 0.53 OKBASE 78 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 78 COMDER1 MIN 0 00000 0 00000BASE 78 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 78 COMDER2 MAX 0 00000 0 00000BASE 78 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 78 COMDER2 MIN 0.00000 0.00000 -- -- --BASE 78 COMDER2 MIN 0.00000 0.00000 -- -- --

N+8.90 79 COMDER1 MAX 0.02017 0.01300 0.00847 0.19 OKN+8.90 79 COMDER1 MAX 0.02017 0.01300 0.00847 0.19 OKN+8.90 79 COMDER1 MIN -0.02017 -0.01300 0.00847 0.19 OKN+8.90 79 COMDER2 MAX 0.01079 0.03873 0.01480 0.33 OKN+8 90 79 COMDER2 MIN 0 01079 0 03873 0 01480 0 33 OKN+8.90 79 COMDER2 MIN -0.01079 -0.03873 0.01480 0.33 OKN+4 45 79 COMDER1 MAX 0 01320 0 00817 0 01553 0 35 OKN+4.45 79 COMDER1 MAX 0.01320 0.00817 0.01553 0.35 OKN+4.45 79 COMDER1 MIN -0.01320 -0.00817 0.01553 0.35 OKN+4.45 79 COMDER1 MIN 0.01320 0.00817 0.01553 0.35 OKN+4.45 79 COMDER2 MAX 0.00737 0.02432 0.02541 0.56 OK5 9 CO 0 00 3 0 0 3 0.02541 0.56 OKN+4.45 79 COMDER2 MIN -0.00737 -0.02432 0.02541 0.56 OKBASE 79 COMDER1 MAX 0 00000 0 00000BASE 79 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 79 COMDER1 MIN 0 00000 0 00000BASE 79 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 79 COMDER2 MAX 0 00000 0 00000 -- -- --BASE 79 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 79 COMDER2 MIN 0.00000 0.00000 -- -- --BASE 79 COMDER2 MIN 0.00000 0.00000

N+4.45 107 COMDER1 MAX 0.01253 0.00375 0.01308 0.29 OKN+4.45 107 COMDER1 MIN -0.01253 -0.00375 0.01308 0.29 OKN+4 45 107 COMDER2 MAX 0 00543 0 01012 0 01148 0 26 OKN+4.45 107 COMDER2 MAX 0.00543 0.01012 0.01148 0.26 OKN+4 45 107 COMDER2 MIN -0 00543 -0 01012 0 01148 0 26 OKN+4.45 107 COMDER2 MIN -0.00543 -0.01012 0.01148 0.26 OKBASE 107 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 107 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 107 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 107 COMDER1 MIN 0.00000 0.00000BASE 107 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 107 COMDER2 MIN 0.00000 0.00000 -- -- --

N+4 45 114 COMDER1 MAX 0 01253 0 00375 0 01308 0 29 OKN+4.45 114 COMDER1 MAX 0.01253 0.00375 0.01308 0.29 OKN+4 45 114 COMDER1 MIN -0 01253 -0 00375 0 01308 0 29 OKN+4.45 114 COMDER1 MIN -0.01253 -0.00375 0.01308 0.29 OKN+4.45 114 COMDER2 MAX 0.00549 0.01012 0.01151 0.26 OKN+4.45 114 COMDER2 MAX 0.00549 0.01012 0.01151 0.26 OKN+4.45 114 COMDER2 MIN -0.00549 -0.01012 0.01151 0.26 OK0.01151 0.26 OKBASE 114 COMDER1 MAX 0.00000 0.00000 -- -- --BASE 114 COMDER1 MIN 0 00000 0 00000BASE 114 COMDER1 MIN 0.00000 0.00000 -- -- --BASE 114 COMDER2 MAX 0 00000 0 00000BASE 114 COMDER2 MAX 0.00000 0.00000 -- -- --BASE 114 COMDER2 MIN 0.00000 0.00000 -- -- --BASE 114 COMDER2 MIN 0.00000 0.00000 -- -- --

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

ÓPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)BOGOTÁ (CUNDINAMARCA)CÁLCULO DE DERIVAS MÁXIMASCÁLCULO DE DERIVAS MÁXIMAS

ALTURA DE N 8 90 4 45 D i Má iALTURA DE N+8.90 4.45 m Deriva MáximaALTURA DE N+4 45 4 50 m Permitida

1.00 %ALTURA DE N+4.45 4.50 m Permitida

ALTURA DE BASE 0.00 mALTURA DE BASE 0.00 m

COMBINACIÓN D i D i DESPLAZAMIENTOS FUERZA SÍSMICACOMBINACIÓN Deriva Deriva DE CARGA Desplazamiento X Desplazamiento Y m %

Nivel ObservaciónDESPLAZAMIENTOS FUERZA SÍSMICAPuntoDE CARGA Desplazamiento X Desplazamiento Y m %

Page 29: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

Deriva MáximaALTURA DE N+8.90 4.45 m PermitidaALTURA DE N+4.45 4.50 m

ALTURA DE BASE 0.00 m

COMBINACIÓN Deriva Deriva DE CARGA Desplazamiento X Desplazamiento Y m %

N+8.90 2 COMDERUMX MAX 0.00799 0.00265 0.00291 0.07 OKN+8.90 2 COMDERUMX MIN -0.00799 -0.00265 0.00291 0.07 OKN+8.90 2 COMDERUMY MAX 0.00432 0.00664 0.00297 0.07 OKN+8.90 2 COMDERUMY MIN -0.00432 -0.00664 0.00297 0.07 OKN+4.45 2 COMDERUMX MAX 0.00529 0.00157 0.00552 0.12 OKN+4.45 2 COMDERUMX MIN -0.00529 -0.00157 0.00552 0.12 OKN+4.45 2 COMDERUMY MAX 0.00297 0.00400 0.00498 0.11 OKN+4.45 2 COMDERUMY MIN -0.00297 -0.00400 0.00498 0.11 OKBASE 2 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 2 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 2 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 2 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 3 COMDERUMX MAX 0.00794 0.00362 0.00338 0.08 OKN+8.90 3 COMDERUMX MIN -0.00794 -0.00362 0.00338 0.08 OKN+8.90 3 COMDERUMY MAX 0.00432 0.00902 0.00515 0.12 OKN+8.90 3 COMDERUMY MIN -0.00432 -0.00902 0.00515 0.12 OKN+4.45 3 COMDERUMX MAX 0.00529 0.00151 0.00550 0.12 OKN+4.45 3 COMDERUMX MIN -0.00529 -0.00151 0.00550 0.12 OKN+4.45 3 COMDERUMY MAX 0.00297 0.00405 0.00502 0.11 OKN+4.45 3 COMDERUMY MIN -0.00297 -0.00405 0.00502 0.11 OKBASE 3 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 3 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 3 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 3 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 4 COMDERUMX MAX 0.00794 0.00383 0.00352 0.08 OKN+8.90 4 COMDERUMX MIN -0.00794 -0.00383 0.00352 0.08 OKN+8.90 4 COMDERUMY MAX 0.00432 0.01096 0.00688 0.15 OKN+8.90 4 COMDERUMY MIN -0.00432 -0.01096 0.00688 0.15 OKN+4.45 4 COMDERUMX MAX 0.00529 0.00151 0.00550 0.12 OKN+4.45 4 COMDERUMX MIN -0.00529 -0.00151 0.00550 0.12 OKN+4.45 4 COMDERUMY MAX 0.00297 0.00421 0.00515 0.11 OKN+4.45 4 COMDERUMY MIN -0.00297 -0.00421 0.00515 0.11 OKBASE 4 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 4 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 4 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 4 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 5 COMDERUMX MAX 0.00794 0.00437 0.00390 0.09 OKN+8.90 5 COMDERUMX MIN -0.00794 -0.00437 0.00390 0.09 OKN+8.90 5 COMDERUMY MAX 0.00432 0.01118 0.00688 0.15 OKN+8.90 5 COMDERUMY MIN -0.00432 -0.01118 0.00688 0.15 OKN+4.45 5 COMDERUMX MAX 0.00529 0.00151 0.00550 0.12 OKN+4.45 5 COMDERUMX MIN -0.00529 -0.00151 0.00550 0.12 OKN+4.45 5 COMDERUMY MAX 0.00297 0.00443 0.00533 0.12 OKN+4.45 5 COMDERUMY MIN -0.00297 -0.00443 0.00533 0.12 OKBASE 5 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 5 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 5 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 5 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 6 COMDERUMX MAX 0.00794 0.00351 0.00328 0.07 OKN+8.90 6 COMDERUMX MIN -0.00794 -0.00351 0.00328 0.07 OKN+8.90 6 COMDERUMY MAX 0.00432 0.00913 0.00458 0.10 OKN+8.90 6 COMDERUMY MIN -0.00432 -0.00913 0.00458 0.10 OKN+4.45 6 COMDERUMX MAX 0.00529 0.00157 0.00552 0.12 OKN+4.45 6 COMDERUMX MIN -0.00529 -0.00157 0.00552 0.12 OKN+4.45 6 COMDERUMY MAX 0.00297 0.00475 0.00560 0.12 OKN+4.45 6 COMDERUMY MIN -0.00297 -0.00475 0.00560 0.12 OKBASE 6 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 6 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 6 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 6 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 7 COMDERUMX MAX 0.00794 0.00497 0.00427 0.10 OKN+8.90 7 COMDERUMX MIN -0.00794 -0.00497 0.00427 0.10 OKN+8.90 7 COMDERUMY MAX 0.00432 0.01447 0.00944 0.21 OKN+8.90 7 COMDERUMY MIN -0.00432 -0.01447 0.00944 0.21 OKN+4.45 7 COMDERUMX MAX 0.00529 0.00162 0.00553 0.12 OKN+4.45 7 COMDERUMX MIN -0.00529 -0.00162 0.00553 0.12 OK

Nivel Punto DESPLAZAMIENTOS FUERZA SÍSMICA Observación

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS (ESPECTRO DE UMBRAL DE DAÑO)

0.40 %

Page 30: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

Deriva MáximaALTURA DE N+8.90 4.45 m PermitidaALTURA DE N+4.45 4.50 m

ALTURA DE BASE 0.00 m

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS (ESPECTRO DE UMBRAL DE DAÑO)

0.40 %

N+4.45 7 COMDERUMY MAX 0.00297 0.00513 0.00593 0.13 OKN+4.45 7 COMDERUMY MIN -0.00297 -0.00513 0.00593 0.13 OKBASE 7 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 7 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 7 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 7 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 8 COMDERUMX MAX 0.00794 0.00562 0.00470 0.11 OKN+8.90 8 COMDERUMX MIN -0.00794 -0.00562 0.00470 0.11 OKN+8.90 8 COMDERUMY MAX 0.00432 0.01825 0.01271 0.29 OKN+8.90 8 COMDERUMY MIN -0.00432 -0.01825 0.01271 0.29 OKN+4.45 8 COMDERUMX MAX 0.00529 0.00173 0.00557 0.12 OKN+4.45 8 COMDERUMX MIN -0.00529 -0.00173 0.00557 0.12 OKN+4.45 8 COMDERUMY MAX 0.00297 0.00562 0.00635 0.14 OKN+4.45 8 COMDERUMY MIN -0.00297 -0.00562 0.00635 0.14 OKBASE 8 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 8 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 8 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 8 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 10 COMDERUMX MAX 0.00794 0.00578 0.00466 0.10 OKN+8.90 10 COMDERUMX MIN -0.00794 -0.00578 0.00466 0.10 OKN+8.90 10 COMDERUMY MAX 0.00427 0.01674 0.01056 0.24 OKN+8.90 10 COMDERUMY MIN -0.00427 -0.01674 0.01056 0.24 OKN+4.45 10 COMDERUMX MAX 0.00529 0.00194 0.00564 0.13 OKN+4.45 10 COMDERUMX MIN -0.00529 -0.00194 0.00564 0.13 OKN+4.45 10 COMDERUMY MAX 0.00297 0.00626 0.00693 0.15 OKN+4.45 10 COMDERUMY MIN -0.00297 -0.00626 0.00693 0.15 OKBASE 10 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 10 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 10 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 10 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 11 COMDERUMX MAX 0.00794 0.00454 0.00352 0.08 OKN+8.90 11 COMDERUMX MIN -0.00794 -0.00454 0.00352 0.08 OKN+8.90 11 COMDERUMY MAX 0.00427 0.01285 0.00608 0.14 OKN+8.90 11 COMDERUMY MIN -0.00427 -0.01285 0.00608 0.14 OKN+4.45 11 COMDERUMX MAX 0.00529 0.00221 0.00574 0.13 OKN+4.45 11 COMDERUMX MIN -0.00529 -0.00221 0.00574 0.13 OKN+4.45 11 COMDERUMY MAX 0.00297 0.00691 0.00752 0.17 OKN+4.45 11 COMDERUMY MIN -0.00297 -0.00691 0.00752 0.17 OKBASE 11 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 11 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 11 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 11 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 12 COMDERUMX MAX 0.00794 0.00643 0.00475 0.11 OKN+8.90 12 COMDERUMX MIN -0.00794 -0.00643 0.00475 0.11 OKN+8.90 12 COMDERUMY MAX 0.00427 0.01841 0.01088 0.24 OKN+8.90 12 COMDERUMY MIN -0.00427 -0.01841 0.01088 0.24 OKN+4.45 12 COMDERUMX MAX 0.00529 0.00248 0.00585 0.13 OKN+4.45 12 COMDERUMX MIN -0.00529 -0.00248 0.00585 0.13 OKN+4.45 12 COMDERUMY MAX 0.00297 0.00761 0.00817 0.18 OKN+4.45 12 COMDERUMY MIN -0.00297 -0.00761 0.00817 0.18 OKBASE 12 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 12 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 12 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 12 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 13 COMDERUMX MAX 0.00788 0.00648 0.00454 0.10 OKN+8.90 13 COMDERUMX MIN -0.00788 -0.00648 0.00454 0.10 OKN+8.90 13 COMDERUMY MAX 0.00427 0.02003 0.01179 0.26 OKN+8.90 13 COMDERUMY MIN -0.00427 -0.02003 0.01179 0.26 OKN+4.45 13 COMDERUMX MAX 0.00529 0.00275 0.00597 0.13 OKN+4.45 13 COMDERUMX MIN -0.00529 -0.00275 0.00597 0.13 OKN+4.45 13 COMDERUMY MAX 0.00297 0.00832 0.00883 0.20 OKN+4.45 13 COMDERUMY MIN -0.00297 -0.00832 0.00883 0.20 OKBASE 13 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 13 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 13 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 13 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 14 COMDERUMX MAX 0.00788 0.00729 0.00499 0.11 OKN+8.90 14 COMDERUMX MIN -0.00788 -0.00729 0.00499 0.11 OKN+8.90 14 COMDERUMY MAX 0.00427 0.02122 0.01227 0.28 OK

Page 31: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

Deriva MáximaALTURA DE N+8.90 4.45 m PermitidaALTURA DE N+4.45 4.50 m

ALTURA DE BASE 0.00 m

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS (ESPECTRO DE UMBRAL DE DAÑO)

0.40 %

N+8.90 14 COMDERUMY MIN -0.00427 -0.02122 0.01227 0.28 OKN+4.45 14 COMDERUMX MAX 0.00529 0.00302 0.00610 0.14 OKN+4.45 14 COMDERUMX MIN -0.00529 -0.00302 0.00610 0.14 OKN+4.45 14 COMDERUMY MAX 0.00297 0.00902 0.00949 0.21 OKN+4.45 14 COMDERUMY MIN -0.00297 -0.00902 0.00949 0.21 OKBASE 14 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 14 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 14 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 14 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 15 COMDERUMX MAX 0.00794 0.00518 0.00325 0.07 OKN+8.90 15 COMDERUMX MIN -0.00794 -0.00518 0.00325 0.07 OKN+8.90 15 COMDERUMY MAX 0.00427 0.01550 0.00587 0.13 OKN+8.90 15 COMDERUMY MIN -0.00427 -0.01550 0.00587 0.13 OKN+4.45 15 COMDERUMX MAX 0.00529 0.00329 0.00623 0.14 OKN+4.45 15 COMDERUMX MIN -0.00529 -0.00329 0.00623 0.14 OKN+4.45 15 COMDERUMY MAX 0.00297 0.00977 0.01022 0.23 OKN+4.45 15 COMDERUMY MIN -0.00297 -0.00977 0.01022 0.23 OKBASE 15 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 15 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 15 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 15 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 25 COMDERUMX MAX 0.01145 0.00265 0.00652 0.15 OKN+8.90 25 COMDERUMX MIN -0.01145 -0.00265 0.00652 0.15 OKN+8.90 25 COMDERUMY MAX 0.00497 0.00664 0.00382 0.09 OKN+8.90 25 COMDERUMY MIN -0.00497 -0.00664 0.00382 0.09 OKN+4.45 25 COMDERUMX MAX 0.00502 0.00157 0.00526 0.12 OKN+4.45 25 COMDERUMX MIN -0.00502 -0.00157 0.00526 0.12 OKN+4.45 25 COMDERUMY MAX 0.00221 0.00400 0.00457 0.10 OKN+4.45 25 COMDERUMY MIN -0.00221 -0.00400 0.00457 0.10 OKBASE 25 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 25 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 25 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 25 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+4.45 26 COMDERUMX MAX 0.00502 0.00151 0.00524 0.12 OKN+4.45 26 COMDERUMX MIN -0.00502 -0.00151 0.00524 0.12 OKN+4.45 26 COMDERUMY MAX 0.00221 0.00421 0.00476 0.11 OKN+4.45 26 COMDERUMY MIN -0.00221 -0.00421 0.00476 0.11 OKBASE 26 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 26 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 26 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 26 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 27 COMDERUMX MAX 0.01037 0.00351 0.00569 0.13 OKN+8.90 27 COMDERUMX MIN -0.01037 -0.00351 0.00569 0.13 OKN+8.90 27 COMDERUMY MAX 0.00421 0.00913 0.00481 0.11 OKN+8.90 27 COMDERUMY MIN -0.00421 -0.00913 0.00481 0.11 OKN+4.45 27 COMDERUMX MAX 0.00502 0.00157 0.00526 0.12 OKN+4.45 27 COMDERUMX MIN -0.00502 -0.00157 0.00526 0.12 OKN+4.45 27 COMDERUMY MAX 0.00221 0.00475 0.00524 0.12 OKN+4.45 27 COMDERUMY MIN -0.00221 -0.00475 0.00524 0.12 OKBASE 27 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 27 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 27 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 27 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+4.45 28 COMDERUMX MAX 0.00502 0.00173 0.00531 0.12 OKN+4.45 28 COMDERUMX MIN -0.00502 -0.00173 0.00531 0.12 OKN+4.45 28 COMDERUMY MAX 0.00221 0.00562 0.00604 0.13 OKN+4.45 28 COMDERUMY MIN -0.00221 -0.00562 0.00604 0.13 OKBASE 28 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 28 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 28 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 28 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 29 COMDERUMX MAX 0.01037 0.00454 0.00583 0.13 OKN+8.90 29 COMDERUMX MIN -0.01037 -0.00454 0.00583 0.13 OKN+8.90 29 COMDERUMY MAX 0.00427 0.01280 0.00623 0.14 OKN+8.90 29 COMDERUMY MIN -0.00427 -0.01280 0.00623 0.14 OKN+4.45 29 COMDERUMX MAX 0.00502 0.00221 0.00549 0.12 OKN+4.45 29 COMDERUMX MIN -0.00502 -0.00221 0.00549 0.12 OKN+4.45 29 COMDERUMY MAX 0.00221 0.00691 0.00726 0.16 OKN+4.45 29 COMDERUMY MIN -0.00221 -0.00691 0.00726 0.16 OK

Page 32: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

Deriva MáximaALTURA DE N+8.90 4.45 m PermitidaALTURA DE N+4.45 4.50 m

ALTURA DE BASE 0.00 m

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS (ESPECTRO DE UMBRAL DE DAÑO)

0.40 %

BASE 29 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 29 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 29 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 29 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+4.45 30 COMDERUMX MAX 0.00502 0.00275 0.00573 0.13 OKN+4.45 30 COMDERUMX MIN -0.00502 -0.00275 0.00573 0.13 OKN+4.45 30 COMDERUMY MAX 0.00221 0.00832 0.00861 0.19 OKN+4.45 30 COMDERUMY MIN -0.00221 -0.00832 0.00861 0.19 OKBASE 30 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 30 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 30 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 30 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 31 COMDERUMX MAX 0.01156 0.00518 0.00680 0.15 OKN+8.90 31 COMDERUMX MIN -0.01156 -0.00518 0.00680 0.15 OKN+8.90 31 COMDERUMY MAX 0.00540 0.01544 0.00650 0.15 OKN+8.90 31 COMDERUMY MIN -0.00540 -0.01544 0.00650 0.15 OKN+4.45 31 COMDERUMX MAX 0.00502 0.00329 0.00601 0.13 OKN+4.45 31 COMDERUMX MIN -0.00502 -0.00329 0.00601 0.13 OKN+4.45 31 COMDERUMY MAX 0.00221 0.00977 0.01002 0.22 OKN+4.45 31 COMDERUMY MIN -0.00221 -0.00977 0.01002 0.22 OKBASE 31 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 31 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 31 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 31 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 36 COMDERUMX MAX 0.01048 0.00265 0.00582 0.13 OKN+8.90 36 COMDERUMX MIN -0.01048 -0.00265 0.00582 0.13 OKN+8.90 36 COMDERUMY MAX 0.00335 0.00664 0.00325 0.07 OKN+8.90 36 COMDERUMY MIN -0.00335 -0.00664 0.00325 0.07 OKN+4.45 36 COMDERUMX MAX 0.00475 0.00157 0.00500 0.11 OKN+4.45 36 COMDERUMX MIN -0.00475 -0.00157 0.00500 0.11 OKN+4.45 36 COMDERUMY MAX 0.00146 0.00400 0.00425 0.09 OKN+4.45 36 COMDERUMY MIN -0.00146 -0.00400 0.00425 0.09 OKBASE 36 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 36 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 36 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 36 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+4.45 37 COMDERUMX MAX 0.00475 0.00151 0.00499 0.11 OKN+4.45 37 COMDERUMX MIN -0.00475 -0.00151 0.00499 0.11 OKN+4.45 37 COMDERUMY MAX 0.00146 0.00405 0.00430 0.10 OKN+4.45 37 COMDERUMY MIN -0.00146 -0.00405 0.00430 0.10 OKBASE 37 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 37 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 37 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 37 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 38 COMDERUMX MAX 0.01048 0.00346 0.00605 0.14 OKN+8.90 38 COMDERUMX MIN -0.01048 -0.00346 0.00605 0.14 OKN+8.90 38 COMDERUMY MAX 0.00335 0.01010 0.00618 0.14 OKN+8.90 38 COMDERUMY MIN -0.00335 -0.01010 0.00618 0.14 OKN+4.45 38 COMDERUMX MAX 0.00475 0.00151 0.00499 0.11 OKN+4.45 38 COMDERUMX MIN -0.00475 -0.00151 0.00499 0.11 OKN+4.45 38 COMDERUMY MAX 0.00146 0.00421 0.00446 0.10 OKN+4.45 38 COMDERUMY MIN -0.00146 -0.00421 0.00446 0.10 OKBASE 38 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 38 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 38 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 38 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+4.45 39 COMDERUMX MAX 0.00475 0.00151 0.00499 0.11 OKN+4.45 39 COMDERUMX MIN -0.00475 -0.00151 0.00499 0.11 OKN+4.45 39 COMDERUMY MAX 0.00146 0.00443 0.00466 0.10 OKN+4.45 39 COMDERUMY MIN -0.00146 -0.00443 0.00466 0.10 OKBASE 39 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 39 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 39 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 39 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 40 COMDERUMX MAX 0.01048 0.00351 0.00605 0.14 OKN+8.90 40 COMDERUMX MIN -0.01048 -0.00351 0.00605 0.14 OKN+8.90 40 COMDERUMY MAX 0.00335 0.00913 0.00476 0.11 OKN+8.90 40 COMDERUMY MIN -0.00335 -0.00913 0.00476 0.11 OKN+4.45 40 COMDERUMX MAX 0.00475 0.00157 0.00500 0.11 OK

Page 33: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

Deriva MáximaALTURA DE N+8.90 4.45 m PermitidaALTURA DE N+4.45 4.50 m

ALTURA DE BASE 0.00 m

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS (ESPECTRO DE UMBRAL DE DAÑO)

0.40 %

N+4.45 40 COMDERUMX MIN -0.00475 -0.00157 0.00500 0.11 OKN+4.45 40 COMDERUMY MAX 0.00146 0.00475 0.00497 0.11 OKN+4.45 40 COMDERUMY MIN -0.00146 -0.00475 0.00497 0.11 OKBASE 40 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 40 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 40 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 40 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+4.45 41 COMDERUMX MAX 0.00475 0.00162 0.00502 0.11 OKN+4.45 41 COMDERUMX MIN -0.00475 -0.00162 0.00502 0.11 OKN+4.45 41 COMDERUMY MAX 0.00146 0.00513 0.00533 0.12 OKN+4.45 41 COMDERUMY MIN -0.00146 -0.00513 0.00533 0.12 OKBASE 41 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 41 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 41 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 41 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 42 COMDERUMX MAX 0.01042 0.00437 0.00626 0.14 OKN+8.90 42 COMDERUMX MIN -0.01042 -0.00437 0.00626 0.14 OKN+8.90 42 COMDERUMY MAX 0.00329 0.01372 0.00831 0.19 OKN+8.90 42 COMDERUMY MIN -0.00329 -0.01372 0.00831 0.19 OKN+4.45 42 COMDERUMX MAX 0.00475 0.00173 0.00506 0.11 OKN+4.45 42 COMDERUMX MIN -0.00475 -0.00173 0.00506 0.11 OKN+4.45 42 COMDERUMY MAX 0.00146 0.00562 0.00580 0.13 OKN+4.45 42 COMDERUMY MIN -0.00146 -0.00562 0.00580 0.13 OKBASE 42 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 42 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 42 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 42 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+4.45 43 COMDERUMX MAX 0.00475 0.00194 0.00513 0.11 OKN+4.45 43 COMDERUMX MIN -0.00475 -0.00194 0.00513 0.11 OKN+4.45 43 COMDERUMY MAX 0.00146 0.00626 0.00643 0.14 OKN+4.45 43 COMDERUMY MIN -0.00146 -0.00626 0.00643 0.14 OKBASE 43 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 43 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 43 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 43 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 44 COMDERUMX MAX 0.01042 0.00454 0.00613 0.14 OKN+8.90 44 COMDERUMX MIN -0.01042 -0.00454 0.00613 0.14 OKN+8.90 44 COMDERUMY MAX 0.00329 0.01280 0.00617 0.14 OKN+8.90 44 COMDERUMY MIN -0.00329 -0.01280 0.00617 0.14 OKN+4.45 44 COMDERUMX MAX 0.00475 0.00221 0.00524 0.12 OKN+4.45 44 COMDERUMX MIN -0.00475 -0.00221 0.00524 0.12 OKN+4.45 44 COMDERUMY MAX 0.00146 0.00691 0.00706 0.16 OKN+4.45 44 COMDERUMY MIN -0.00146 -0.00691 0.00706 0.16 OKBASE 44 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 44 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 44 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 44 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+4.45 45 COMDERUMX MAX 0.00475 0.00248 0.00536 0.12 OKN+4.45 45 COMDERUMX MIN -0.00475 -0.00248 0.00536 0.12 OKN+4.45 45 COMDERUMY MAX 0.00146 0.00761 0.00775 0.17 OKN+4.45 45 COMDERUMY MIN -0.00146 -0.00761 0.00775 0.17 OKBASE 45 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 45 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 45 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 45 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 46 COMDERUMX MAX 0.01042 0.00648 0.00678 0.15 OKN+8.90 46 COMDERUMX MIN -0.01042 -0.00648 0.00678 0.15 OKN+8.90 46 COMDERUMY MAX 0.00329 0.01966 0.01149 0.26 OKN+8.90 46 COMDERUMY MIN -0.00329 -0.01966 0.01149 0.26 OKN+4.45 46 COMDERUMX MAX 0.00475 0.00275 0.00549 0.12 OKN+4.45 46 COMDERUMX MIN -0.00475 -0.00275 0.00549 0.12 OKN+4.45 46 COMDERUMY MAX 0.00146 0.00832 0.00844 0.19 OKN+4.45 46 COMDERUMY MIN -0.00146 -0.00832 0.00844 0.19 OKBASE 46 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 46 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 46 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 46 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+4.45 47 COMDERUMX MAX 0.00475 0.00302 0.00563 0.13 OKN+4.45 47 COMDERUMX MIN -0.00475 -0.00302 0.00563 0.13 OK

Page 34: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

Deriva MáximaALTURA DE N+8.90 4.45 m PermitidaALTURA DE N+4.45 4.50 m

ALTURA DE BASE 0.00 m

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS (ESPECTRO DE UMBRAL DE DAÑO)

0.40 %

N+4.45 47 COMDERUMY MAX 0.00146 0.00902 0.00914 0.20 OKN+4.45 47 COMDERUMY MIN -0.00146 -0.00902 0.00914 0.20 OKBASE 47 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 47 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 47 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 47 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 48 COMDERUMX MAX 0.01042 0.00518 0.00598 0.13 OKN+8.90 48 COMDERUMX MIN -0.01042 -0.00518 0.00598 0.13 OKN+8.90 48 COMDERUMY MAX 0.00329 0.01550 0.00601 0.14 OKN+8.90 48 COMDERUMY MIN -0.00329 -0.01550 0.00601 0.14 OKN+4.45 48 COMDERUMX MAX 0.00475 0.00329 0.00578 0.13 OKN+4.45 48 COMDERUMX MIN -0.00475 -0.00329 0.00578 0.13 OKN+4.45 48 COMDERUMY MAX 0.00146 0.00977 0.00988 0.22 OKN+4.45 48 COMDERUMY MIN -0.00146 -0.00977 0.00988 0.22 OKBASE 48 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 48 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 48 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 48 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 50 COMDERUMX MAX 0.01172 0.00265 0.00678 0.15 OKN+8.90 50 COMDERUMX MIN -0.01172 -0.00265 0.00678 0.15 OKN+8.90 50 COMDERUMY MAX 0.00524 0.00664 0.00402 0.09 OKN+8.90 50 COMDERUMY MIN -0.00524 -0.00664 0.00402 0.09 OKN+4.45 50 COMDERUMX MAX 0.00502 0.00157 0.00526 0.12 OKN+4.45 50 COMDERUMX MIN -0.00502 -0.00157 0.00526 0.12 OKN+4.45 50 COMDERUMY MAX 0.00221 0.00400 0.00457 0.10 OKN+4.45 50 COMDERUMY MIN -0.00221 -0.00400 0.00457 0.10 OKBASE 50 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 50 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 50 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 50 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+4.45 51 COMDERUMX MAX 0.00502 0.00151 0.00524 0.12 OKN+4.45 51 COMDERUMX MIN -0.00502 -0.00151 0.00524 0.12 OKN+4.45 51 COMDERUMY MAX 0.00221 0.00421 0.00476 0.11 OKN+4.45 51 COMDERUMY MIN -0.00221 -0.00421 0.00476 0.11 OKBASE 51 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 51 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 51 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 51 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 52 COMDERUMX MAX 0.01031 0.00351 0.00564 0.13 OKN+8.90 52 COMDERUMX MIN -0.01031 -0.00351 0.00564 0.13 OKN+8.90 52 COMDERUMY MAX 0.00427 0.00907 0.00478 0.11 OKN+8.90 52 COMDERUMY MIN -0.00427 -0.00907 0.00478 0.11 OKN+4.45 52 COMDERUMX MAX 0.00502 0.00157 0.00526 0.12 OKN+4.45 52 COMDERUMX MIN -0.00502 -0.00157 0.00526 0.12 OKN+4.45 52 COMDERUMY MAX 0.00221 0.00475 0.00524 0.12 OKN+4.45 52 COMDERUMY MIN -0.00221 -0.00475 0.00524 0.12 OKBASE 52 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 52 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 52 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 52 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+4.45 53 COMDERUMX MAX 0.00502 0.00173 0.00531 0.12 OKN+4.45 53 COMDERUMX MIN -0.00502 -0.00173 0.00531 0.12 OKN+4.45 53 COMDERUMY MAX 0.00221 0.00562 0.00604 0.13 OKN+4.45 53 COMDERUMY MIN -0.00221 -0.00562 0.00604 0.13 OKBASE 53 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 53 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 53 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 53 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 54 COMDERUMX MAX 0.01031 0.00454 0.00578 0.13 OKN+8.90 54 COMDERUMX MIN -0.01031 -0.00454 0.00578 0.13 OKN+8.90 54 COMDERUMY MAX 0.00405 0.01280 0.00617 0.14 OKN+8.90 54 COMDERUMY MIN -0.00405 -0.01280 0.00617 0.14 OKN+4.45 54 COMDERUMX MAX 0.00502 0.00221 0.00549 0.12 OKN+4.45 54 COMDERUMX MIN -0.00502 -0.00221 0.00549 0.12 OKN+4.45 54 COMDERUMY MAX 0.00221 0.00691 0.00726 0.16 OKN+4.45 54 COMDERUMY MIN -0.00221 -0.00691 0.00726 0.16 OKBASE 54 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 54 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 54 COMDERUMY MAX 0.00000 0.00000 -- -- --

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

Deriva MáximaALTURA DE N+8.90 4.45 m PermitidaALTURA DE N+4.45 4.50 m

ALTURA DE BASE 0.00 m

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS (ESPECTRO DE UMBRAL DE DAÑO)

0.40 %

BASE 54 COMDERUMY MIN 0.00000 0.00000 -- -- --N+4.45 55 COMDERUMX MAX 0.00502 0.00275 0.00573 0.13 OKN+4.45 55 COMDERUMX MIN -0.00502 -0.00275 0.00573 0.13 OKN+4.45 55 COMDERUMY MAX 0.00221 0.00832 0.00861 0.19 OKN+4.45 55 COMDERUMY MIN -0.00221 -0.00832 0.00861 0.19 OKBASE 55 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 55 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 55 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 55 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 56 COMDERUMX MAX 0.01172 0.00518 0.00696 0.16 OKN+8.90 56 COMDERUMX MIN -0.01172 -0.00518 0.00696 0.16 OKN+8.90 56 COMDERUMY MAX 0.00551 0.01550 0.00660 0.15 OKN+8.90 56 COMDERUMY MIN -0.00551 -0.01550 0.00660 0.15 OKN+4.45 56 COMDERUMX MAX 0.00502 0.00329 0.00601 0.13 OKN+4.45 56 COMDERUMX MIN -0.00502 -0.00329 0.00601 0.13 OKN+4.45 56 COMDERUMY MAX 0.00221 0.00977 0.01002 0.22 OKN+4.45 56 COMDERUMY MIN -0.00221 -0.00977 0.01002 0.22 OKBASE 56 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 56 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 56 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 56 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 65 COMDERUMX MAX 0.00810 0.00265 0.00301 0.07 OKN+8.90 65 COMDERUMX MIN -0.00810 -0.00265 0.00301 0.07 OKN+8.90 65 COMDERUMY MAX 0.00432 0.00664 0.00300 0.07 OKN+8.90 65 COMDERUMY MIN -0.00432 -0.00664 0.00300 0.07 OKN+4.45 65 COMDERUMX MAX 0.00529 0.00157 0.00552 0.12 OKN+4.45 65 COMDERUMX MIN -0.00529 -0.00157 0.00552 0.12 OKN+4.45 65 COMDERUMY MAX 0.00292 0.00400 0.00495 0.11 OKN+4.45 65 COMDERUMY MIN -0.00292 -0.00400 0.00495 0.11 OKBASE 65 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 65 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 65 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 65 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 66 COMDERUMX MAX 0.00805 0.00410 0.00378 0.08 OKN+8.90 66 COMDERUMX MIN -0.00805 -0.00410 0.00378 0.08 OKN+8.90 66 COMDERUMY MAX 0.00432 0.01031 0.00642 0.14 OKN+8.90 66 COMDERUMY MIN -0.00432 -0.01031 0.00642 0.14 OKN+4.45 66 COMDERUMX MAX 0.00529 0.00151 0.00550 0.12 OKN+4.45 66 COMDERUMX MIN -0.00529 -0.00151 0.00550 0.12 OKN+4.45 66 COMDERUMY MAX 0.00292 0.00405 0.00499 0.11 OKN+4.45 66 COMDERUMY MIN -0.00292 -0.00405 0.00499 0.11 OKBASE 66 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 66 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 66 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 66 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 67 COMDERUMX MAX 0.00805 0.00502 0.00446 0.10 OKN+8.90 67 COMDERUMX MIN -0.00805 -0.00502 0.00446 0.10 OKN+8.90 67 COMDERUMY MAX 0.00432 0.01474 0.01062 0.24 OKN+8.90 67 COMDERUMY MIN -0.00432 -0.01474 0.01062 0.24 OKN+4.45 67 COMDERUMX MAX 0.00529 0.00151 0.00550 0.12 OKN+4.45 67 COMDERUMX MIN -0.00529 -0.00151 0.00550 0.12 OKN+4.45 67 COMDERUMY MAX 0.00292 0.00421 0.00512 0.11 OKN+4.45 67 COMDERUMY MIN -0.00292 -0.00421 0.00512 0.11 OKBASE 67 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 67 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 67 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 67 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 68 COMDERUMX MAX 0.00805 0.00448 0.00405 0.09 OKN+8.90 68 COMDERUMX MIN -0.00805 -0.00448 0.00405 0.09 OKN+8.90 68 COMDERUMY MAX 0.00432 0.01242 0.00811 0.18 OKN+8.90 68 COMDERUMY MIN -0.00432 -0.01242 0.00811 0.18 OKN+4.45 68 COMDERUMX MAX 0.00529 0.00151 0.00550 0.12 OKN+4.45 68 COMDERUMX MIN -0.00529 -0.00151 0.00550 0.12 OKN+4.45 68 COMDERUMY MAX 0.00292 0.00443 0.00530 0.12 OKN+4.45 68 COMDERUMY MIN -0.00292 -0.00443 0.00530 0.12 OKBASE 68 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 68 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 68 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 68 COMDERUMY MIN 0.00000 0.00000 -- -- --

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

Deriva MáximaALTURA DE N+8.90 4.45 m PermitidaALTURA DE N+4.45 4.50 m

ALTURA DE BASE 0.00 m

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS (ESPECTRO DE UMBRAL DE DAÑO)

0.40 %

N+8.90 69 COMDERUMX MAX 0.00805 0.00351 0.00337 0.08 OKN+8.90 69 COMDERUMX MIN -0.00805 -0.00351 0.00337 0.08 OKN+8.90 69 COMDERUMY MAX 0.00432 0.00913 0.00459 0.10 OKN+8.90 69 COMDERUMY MIN -0.00432 -0.00913 0.00459 0.10 OKN+4.45 69 COMDERUMX MAX 0.00529 0.00157 0.00552 0.12 OKN+4.45 69 COMDERUMX MIN -0.00529 -0.00157 0.00552 0.12 OKN+4.45 69 COMDERUMY MAX 0.00292 0.00475 0.00558 0.12 OKN+4.45 69 COMDERUMY MIN -0.00292 -0.00475 0.00558 0.12 OKBASE 69 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 69 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 69 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 69 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 70 COMDERUMX MAX 0.00805 0.00464 0.00409 0.09 OKN+8.90 70 COMDERUMX MIN -0.00805 -0.00464 0.00409 0.09 OKN+8.90 70 COMDERUMY MAX 0.00432 0.01253 0.00753 0.17 OKN+8.90 70 COMDERUMY MIN -0.00432 -0.01253 0.00753 0.17 OKN+4.45 70 COMDERUMX MAX 0.00529 0.00162 0.00553 0.12 OKN+4.45 70 COMDERUMX MIN -0.00529 -0.00162 0.00553 0.12 OKN+4.45 70 COMDERUMY MAX 0.00292 0.00513 0.00590 0.13 OKN+4.45 70 COMDERUMY MIN -0.00292 -0.00513 0.00590 0.13 OKBASE 70 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 70 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 70 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 70 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 71 COMDERUMX MAX 0.00805 0.00421 0.00371 0.08 OKN+8.90 71 COMDERUMX MIN -0.00805 -0.00421 0.00371 0.08 OKN+8.90 71 COMDERUMY MAX 0.00432 0.01372 0.00822 0.18 OKN+8.90 71 COMDERUMY MIN -0.00432 -0.01372 0.00822 0.18 OKN+4.45 71 COMDERUMX MAX 0.00529 0.00173 0.00557 0.12 OKN+4.45 71 COMDERUMX MIN -0.00529 -0.00173 0.00557 0.12 OKN+4.45 71 COMDERUMY MAX 0.00292 0.00562 0.00633 0.14 OKN+4.45 71 COMDERUMY MIN -0.00292 -0.00562 0.00633 0.14 OKBASE 71 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 71 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 71 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 71 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 72 COMDERUMX MAX 0.00805 0.00535 0.00438 0.10 OKN+8.90 72 COMDERUMX MIN -0.00805 -0.00535 0.00438 0.10 OKN+8.90 72 COMDERUMY MAX 0.00432 0.01485 0.00870 0.20 OKN+8.90 72 COMDERUMY MIN -0.00432 -0.01485 0.00870 0.20 OKN+4.45 72 COMDERUMX MAX 0.00529 0.00194 0.00564 0.13 OKN+4.45 72 COMDERUMX MIN -0.00529 -0.00194 0.00564 0.13 OKN+4.45 72 COMDERUMY MAX 0.00292 0.00626 0.00691 0.15 OKN+4.45 72 COMDERUMY MIN -0.00292 -0.00626 0.00691 0.15 OKBASE 72 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 72 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 72 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 72 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 74 COMDERUMX MAX 0.00805 0.00454 0.00360 0.08 OKN+8.90 74 COMDERUMX MIN -0.00805 -0.00454 0.00360 0.08 OKN+8.90 74 COMDERUMY MAX 0.00432 0.01285 0.00610 0.14 OKN+8.90 74 COMDERUMY MIN -0.00432 -0.01285 0.00610 0.14 OKN+4.45 74 COMDERUMX MAX 0.00529 0.00221 0.00574 0.13 OKN+4.45 74 COMDERUMX MIN -0.00529 -0.00221 0.00574 0.13 OKN+4.45 74 COMDERUMY MAX 0.00292 0.00691 0.00750 0.17 OKN+4.45 74 COMDERUMY MIN -0.00292 -0.00691 0.00750 0.17 OKBASE 74 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 74 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 74 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 74 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 76 COMDERUMX MAX 0.00805 0.00686 0.00517 0.12 OKN+8.90 76 COMDERUMX MIN -0.00805 -0.00686 0.00517 0.12 OKN+8.90 76 COMDERUMY MAX 0.00432 0.02068 0.01314 0.30 OKN+8.90 76 COMDERUMY MIN -0.00432 -0.02068 0.01314 0.30 OKN+4.45 76 COMDERUMX MAX 0.00529 0.00248 0.00585 0.13 OKN+4.45 76 COMDERUMX MIN -0.00529 -0.00248 0.00585 0.13 OKN+4.45 76 COMDERUMY MAX 0.00292 0.00761 0.00815 0.18 OKN+4.45 76 COMDERUMY MIN -0.00292 -0.00761 0.00815 0.18 OKBASE 76 COMDERUMX MAX 0.00000 0.00000 -- -- --

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS

Deriva MáximaALTURA DE N+8.90 4.45 m PermitidaALTURA DE N+4.45 4.50 m

ALTURA DE BASE 0.00 m

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

CÁLCULO DE DERIVAS MÁXIMAS (ESPECTRO DE UMBRAL DE DAÑO)

0.40 %

BASE 76 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 76 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 76 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 77 COMDERUMX MAX 0.00810 0.00832 0.00623 0.14 OKN+8.90 77 COMDERUMX MIN -0.00810 -0.00832 0.00623 0.14 OKN+8.90 77 COMDERUMY MAX 0.00432 0.02592 0.01766 0.40 OKN+8.90 77 COMDERUMY MIN -0.00432 -0.02592 0.01766 0.40 OKN+4.45 77 COMDERUMX MAX 0.00529 0.00275 0.00597 0.13 OKN+4.45 77 COMDERUMX MIN -0.00529 -0.00275 0.00597 0.13 OKN+4.45 77 COMDERUMY MAX 0.00292 0.00832 0.00881 0.20 OKN+4.45 77 COMDERUMY MIN -0.00292 -0.00832 0.00881 0.20 OKBASE 77 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 77 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 77 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 77 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 78 COMDERUMX MAX 0.00810 0.00815 0.00585 0.13 OKN+8.90 78 COMDERUMX MIN -0.00810 -0.00815 0.00585 0.13 OKN+8.90 78 COMDERUMY MAX 0.00432 0.02360 0.01465 0.33 OKN+8.90 78 COMDERUMY MIN -0.00432 -0.02360 0.01465 0.33 OKN+4.45 78 COMDERUMX MAX 0.00529 0.00302 0.00610 0.14 OKN+4.45 78 COMDERUMX MIN -0.00529 -0.00302 0.00610 0.14 OKN+4.45 78 COMDERUMY MAX 0.00292 0.00902 0.00948 0.21 OKN+4.45 78 COMDERUMY MIN -0.00292 -0.00902 0.00948 0.21 OKBASE 78 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 78 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 78 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 78 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+8.90 79 COMDERUMX MAX 0.00810 0.00518 0.00338 0.08 OKN+8.90 79 COMDERUMX MIN -0.00810 -0.00518 0.00338 0.08 OKN+8.90 79 COMDERUMY MAX 0.00432 0.01555 0.00595 0.13 OKN+8.90 79 COMDERUMY MIN -0.00432 -0.01555 0.00595 0.13 OKN+4.45 79 COMDERUMX MAX 0.00529 0.00329 0.00623 0.14 OKN+4.45 79 COMDERUMX MIN -0.00529 -0.00329 0.00623 0.14 OKN+4.45 79 COMDERUMY MAX 0.00292 0.00977 0.01020 0.23 OKN+4.45 79 COMDERUMY MIN -0.00292 -0.00977 0.01020 0.23 OKBASE 79 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 79 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 79 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 79 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+4.45 107 COMDERUMX MAX 0.00502 0.00151 0.00524 0.12 OKN+4.45 107 COMDERUMX MIN -0.00502 -0.00151 0.00524 0.12 OKN+4.45 107 COMDERUMY MAX 0.00221 0.00405 0.00462 0.10 OKN+4.45 107 COMDERUMY MIN -0.00221 -0.00405 0.00462 0.10 OKBASE 107 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 107 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 107 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 107 COMDERUMY MIN 0.00000 0.00000 -- -- --

N+4.45 114 COMDERUMX MAX 0.00502 0.00151 0.00524 0.12 OKN+4.45 114 COMDERUMX MIN -0.00502 -0.00151 0.00524 0.12 OKN+4.45 114 COMDERUMY MAX 0.00221 0.00405 0.00462 0.10 OKN+4.45 114 COMDERUMY MIN -0.00221 -0.00405 0.00462 0.10 OKBASE 114 COMDERUMX MAX 0.00000 0.00000 -- -- --BASE 114 COMDERUMX MIN 0.00000 0.00000 -- -- --BASE 114 COMDERUMY MAX 0.00000 0.00000 -- -- --BASE 114 COMDERUMY MIN 0.00000 0.00000 -- -- --

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4. DISEÑO DE CIMENTACIÓN

DISEÑO DE CIMENTACIÓN

Page 39: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

CARGAS A CIMENTACIÓN

Story Point Load FX FY FZ MX MY MZBASE 2 CIMEN 6.43 6.01 194.77 -8.783 9.649 0.012BASE 3 CIMEN -1.81 10.63 262.95 -15.556 -2.442 0.018BASE 4 CIMEN 2.27 6.46 309.84 -9.467 3.565 0.018BASE 5 CIMEN 0.07 0.39 266.21 -0.591 0.326 0.018BASE 6 CIMEN 0.81 6.89 318.07 -10.223 1.34 0.012BASE 7 CIMEN -0.02 1.48 318.14 -2.262 0.115 0.012BASE 8 CIMEN 0.63 9.98 332.7 -14.875 1.154 0.018BASE 10 CIMEN -0.98 -6.35 361.47 9.233 -1.306 0.012BASE 11 CIMEN 0.16 9.05 327.89 -13.569 0.385 0.012BASE 12 CIMEN 0.07 1.12 329.65 -1.988 0.33 0.018BASE 13 CIMEN 0.08 10.41 352.8 -15.725 0.344 0.018BASE 14 CIMEN 0.7 0.83 330.15 -1.676 1.257 0.018BASE 15 CIMEN -7.11 7.43 207.54 -11.317 -10.363 0.012BASE 25 CIMEN 0.95 0.27 255.59 -0.298 1.507 0.012BASE 26 CIMEN 0.83 -3.08 216.98 4.59 1.331 0.012BASE 27 CIMEN 0.83 8.12 623.7 -12.042 1.338 0.012BASE 28 CIMEN 0.13 0.61 441.52 -1.023 0.301 0.012BASE 29 CIMEN -0.03 0.06 508.16 -0.277 0.06 0.012BASE 30 CIMEN 0.04 0.56 440.73 -1.084 0.169 0.012BASE 31 CIMEN -1.17 -0.01 330.15 -0.307 -1.625 0.012BASE 36 CIMEN 5.35 -0.06 291.31 0.183 7.977 0.012BASE 37 CIMEN -8.19 0.25 139.31 -0.305 -12.038 0.012BASE 38 CIMEN 5.22 -0.24 283.95 0.38 7.789 0.012BASE 39 CIMEN -0.79 0 165.51 -0.008 -1.102 0.012BASE 40 CIMEN 4.25 0.24 612.16 -0.391 6.355 0.012BASE 41 CIMEN -0.94 -0.15 448.35 0.137 -1.315 0.012BASE 42 CIMEN 0.21 -1.21 510.63 1.675 0.381 0.012BASE 43 CIMEN 0.03 -0.27 416.41 0.25 0.114 0.012BASE 44 CIMEN 0.31 -0.61 515.3 0.713 0.531 0.012BASE 45 CIMEN 0.07 -0.05 442.75 -0.142 0.176 0.012BASE 46 CIMEN 0.05 -0.01 525.07 -0.246 0.141 0.012BASE 47 CIMEN 0.39 0.11 443.22 -0.463 0.645 0.012BASE 48 CIMEN -8.41 0.3 325.56 -0.776 -12.364 0.012BASE 50 CIMEN 1.14 -0.47 258.41 0.792 1.721 0.012BASE 51 CIMEN 1 1.22 200.07 -1.77 1.51 0.012BASE 52 CIMEN 0.62 -8.02 628.76 11.82 0.95 0.012BASE 53 CIMEN -0.14 9.42 476.03 -14.034 -0.165 0.012BASE 54 CIMEN 0.84 5.59 513.15 -8.454 1.278 0.012BASE 55 CIMEN 0.03 0.24 440.97 -0.605 0.081 0.012BASE 56 CIMEN -1.39 0.6 328.68 -1.217 -2.023 0.012BASE 65 CIMEN 6.53 -6.11 187.07 9.131 9.653 0.012BASE 66 CIMEN -4.59 -6.93 213.71 10.305 -6.755 0.018BASE 67 CIMEN 4.62 -2.79 247.75 4.155 6.808 0.018BASE 68 CIMEN -0.34 -0.29 267.06 0.42 -0.505 0.018BASE 69 CIMEN 0.68 -6.87 320.48 10.108 1.005 0.012BASE 70 CIMEN 0.06 -1.67 320 2.385 0.083 0.012BASE 71 CIMEN -1.6 -19.95 384.12 29.216 -2.35 0.018BASE 72 CIMEN -1.19 -1.43 193.68 1.964 -1.76 0.012BASE 74 CIMEN 4.94 -10.68 371.35 15.606 7.311 0.012BASE 76 CIMEN -2.58 0.99 345.03 -1.8 -3.794 0.018

BASE 77 CIMEN 0.12 -10.97 326.25 15.774 0.186 0.018BASE 78 CIMEN 0.47 -1.79 329.72 2.185 0.694 0.018BASE 79 CIMEN -7.22 -6.91 195.18 9.885 -10.675 0.012BASE 107 CIMEN -1.33 2.9 126.07 -4.22 -1.924 0.012BASE 114 CIMEN -1.09 -5.25 140.07 7.823 -1.497 0.012

CARGAS A CIMENTACIÓN

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)ÑDISEÑO VIGAS DE AMARRE

DISEÑO VIGAS DE AMARREDISEÑO VIGAS DE AMARRE

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

VIGA DE AMARRE TIPO

f'c = MPa21.1f c MPafy = MPa

21.1420fy = MPa420

b = 0.30 mb = 0.30 mh = 0.40 mh = 0.40 m

Pmáx = 628.76 kNPmáx = 628.76 kN

De acuerdo a el numeral A 3 6 4 2De acuerdo a el numeral A.3.6.4.2de la NSR-10 tenemos:de la NSR-10 tenemos:

Aa = 0.15Aa = 0.15Paxial = 0.25*Aa*PmáxPaxial = 0.25*Aa*Pmáx

Paxial = 23.6 kN Viga de amarrePaxial = 23.6 kN Viga de amarre

DISEÑO A TENSIÓNDISEÑO A TENSIÓN

As = 1.7*23.5785/(0.90*420)As = 1.7*23.5785/(0.90*420)As = 1 06 cm2As = 1.06 cm2

DISEÑO A COMPRESIÓNDISEÑO A COMPRESIÓN

P com = 1 7*23 5785P com = 1.7*23.5785P com = 40 1 kNP com = 40.1 kN

Para esta carga la sección requiere cuantía mínima:Para esta carga la sección requiere cuantía mínima:

As = 0 00333*0 3*0 35As = 0.00333*0.3*0.35As = 3 50 cm2As = 3.50 cm2

Se suministra un refuerzo constituido por 3#4 arriba y abajo (como refuerzo mínimo)Se suministra un refuerzo constituido por 3#4 arriba y abajo (como refuerzo mínimo).

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

DISEÑO DE CIMENTACIÓN

Columna b = cm f'c = MPa = MPa

t = cm fy = MPa45 21.145 420

DISEÑO DE ZAPATAS CONCENTRICASPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

ZAPATA TIPO 1 (7 Und)

PREDIMENSIONAMIENTO

0.220

L = m

lcol = m Mu= kN*m

l = m Pu = kN

Pp (10%) = kN P = kN

Area necesaria = P = = m²

e = m

L A i0.00

0 987 1 00

214

1.000 Cargas 0.450 00.275 194.77

0.220

214.25 0.97

19

L = m Aproximamos = m

Carga de diseño = = = MPa

máx= MPa OKmin= MPa OK

A real 1.000

Esfuerzos0.214

0.214

0.987 1.00

Pu 194.77 0.195

DISEÑO DE ZAPATA CONCENTRICA

M borde de la columna = kN*m

Mu = 1,7 * M borde de la columna = kN*m

Con el criterio de calcular el refuerzo por metro lineal utilizamos una altura efectiva igual a: d= m

Cuantia =

As = cm²/m

Armadura: 6#413c./0.18

en ambos sentidos

13.77

0.23

0.002

CORTANTE

a. En una dirección (d)

4.60

FLEXIÓN 8.10

L = m H = m

l = m h = m

l - d = m H-h = m

V (d) = kN

Vu (d)= = . Vu = MPa

Vu (d) = kN L * h´

h´= mc = 0.57 MPa OK

0.05 0.00

a u a d ecc ó (d)0.301.00

9.64

1.7*V(d) 0.071

16.39

0.23

0.28 0.30

ZAPATA TIPO 1 (7 Und)

L = m H = m

d/2 = m h = m

l - d/2 = m H-h = m

0.30

0.115 0.30

0.160 0.00

b. En dos direcciones (d/2)

1.000

kNu = . Vu = MPa

kN bo x d1

d1 = mc= MPa OK

0.276

Vu (d/2) =

1.15

V (d/2) = 28.8

43.2

0.23

Vu (d/2) = 1.5*V(d)

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

DISEÑO DE CIMENTACIÓN

Columna b = cm f'c = MPa = MPa

t = cm fy = MPa

DISEÑO DE ZAPATAS CONCENTRICASPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

ZAPATA TIPO 2 (10 Und)

45 21.1 0.22045 420

PREDIMENSIONAMIENTO

L = m

lcol = m Mu= kN*m

l = m Pu = kN

Pp (10%) = kN P = kN

Area necesaria = P = = m²

e = m

L A i

0.450 0

1.200 Cargas

0.375 283.9528

312

312.35 1.42

0.220

0.00

1 192 1 20L = m Aproximamos = m

Carga de diseño = = = MPa

máx= MPa OKmin= MPa OK

1.192 1.20

Pu 283.95 0.197

A real 1.440

Esfuerzos0.217

0.217

DISEÑO DE ZAPATA CONCENTRICA

M borde de la columna = kN*m

Mu = 1,7 * M borde de la columna = kN*m

Con el criterio de calcular el refuerzo por metro lineal utilizamos una altura efectiva igual a: d= m

Cuantia =

As = cm²/m

Armadura: 7#415c./0.18

en ambos sentidos

4.60

FLEXIÓN 15.25

25.93

0.23

0.002

CORTANTE

a. En una dirección (d)

L = m H = m

l = m h = m

l - d = m H-h = m

V (d) = kN

Vu (d)= = . Vu = MPa

Vu (d) = kN L * h´

h´= mc = 0.57 MPa OK

a u a d ecc ó (d)1.20 0.300.38 0.300.15 0.00

37.74

1.7*V(d) 0.232

64.16

0.23

ZAPATA TIPO 2 (10 Und)

L = m H = m

d/2 = m h = m

l - d/2 = m H-h = m

0.115 0.30

b. En dos direcciones (d/2)

1.200 0.30

0.000.260

kNu = . Vu = MPa

kN bo x d1

d1 = mc= MPa OK

V (d/2) = 53.0

Vu (d/2) = 1.5*V(d) 0.508

Vu (d/2) = 79.5

0.23

1.15

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

DISEÑO DE CIMENTACIÓN

Columna b = cm f'c = MPa = MPa

t = cm fy = MPa

DISEÑO DE ZAPATAS CONCENTRICASPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

ZAPATA TIPO 3 (12 Und)

45 21.1 0.22045 420

PREDIMENSIONAMIENTO

L = m

lcol = m Mu= kN*m

l = m Pu = kN

Pp (10%) = kN P = kN

Area necesaria = P = = m²

e = m

L A i

0.450 0

1.300 Cargas

0.425 332.733

366

365.97 1.66

0.220

0.00

1 290 1 30L = m Aproximamos = m

Carga de diseño = = = MPa

máx= MPa OKmin= MPa OK

1.290 1.30

Pu 332.7 0.197

A real 1.690

Esfuerzos0.217

0.217

DISEÑO DE ZAPATA CONCENTRICA

M borde de la columna = kN*m

Mu = 1,7 * M borde de la columna = kN*m

Con el criterio de calcular el refuerzo por metro lineal utilizamos una altura efectiva igual a: d= m

Cuantia =

As = cm²/m

Armadura: 7#416c./0.2

en ambos sentidos

4.60

FLEXIÓN 19.56

33.25

0.23

0.002

CORTANTE

a. En una dirección (d)

L = m H = m

l = m h = m

l - d = m H-h = m

V (d) = kN

Vu (d)= = . Vu = MPa

Vu (d) = kN L * h´

h´= mc = 0.57 MPa OK

a u a d ecc ó (d)1.30 0.300.43 0.300.20 0.00

54.90

1.7*V(d) 0.312

93.32

0.23

ZAPATA TIPO 3 (12 Und)

L = m H = m

d/2 = m h = m

l - d/2 = m H-h = m

0.115 0.30

b. En dos direcciones (d/2)

1.300 0.30

0.000.310

kNu = . Vu = MPa

kN bo x d1

d1 = mc= MPa OK

V (d/2) = 66.5

Vu (d/2) = 1.5*V(d) 0.637

Vu (d/2) = 99.7

0.23

1.15

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

DISEÑO DE CIMENTACIÓN

Columna b = cm f'c = MPa = MPa

t = cm fy = MPa

DISEÑO DE ZAPATAS CONCENTRICASPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

ZAPATA TIPO 4 (12 Und)

45 21.1 0.22045 420

PREDIMENSIONAMIENTO

L = m

lcol = m Mu= kN*m

l = m Pu = kN

Pp (10%) = kN P = kN

Area necesaria = P = = m²

e = m

L A i

0.450 0

1.500 Cargas

0.525 448.3545

493

493.19 2.24

0.220

0.00

1 497 1 50L = m Aproximamos = m

Carga de diseño = = = MPa

máx= MPa OKmin= MPa OK

1.497 1.50

Pu 448.35 0.199

A real 2.250

Esfuerzos0.219

0.219

DISEÑO DE ZAPATA CONCENTRICA

M borde de la columna = kN*m

Mu = 1,7 * M borde de la columna = kN*m

Con el criterio de calcular el refuerzo por metro lineal utilizamos una altura efectiva igual a: d= m

Cuantia =

As = cm²/m

Armadura: 8#418c./0.20

en ambos sentidos

5.47

FLEXIÓN 30.21

51.35

0.23

0.00237771

CORTANTE

a. En una dirección (d)

L = m H = m

l = m h = m

l - d = m H-h = m

V (d) = kN

Vu (d)= = . Vu = MPa

Vu (d) = kN L * h´

h´= mc = 0.57 MPa OK

a u a d ecc ó (d)1.50 0.300.53 0.300.30 0.00

96.99

1.7*V(d) 0.478

164.89

0.23

ZAPATA TIPO 4 (12 Und)

L = m H = m

d/2 = m h = m

l - d/2 = m H-h = m

0.115 0.30

b. En dos direcciones (d/2)

1.500 0.30

0.000.410

kNu = . Vu = MPa

kN bo x d1

d1 = mc= MPa OK

V (d/2) = 98.0

Vu (d/2) = 1.5*V(d) 0.939

Vu (d/2) = 146.9

0.23

1.15

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

DISEÑO DE CIMENTACIÓN

Columna b = cm f'c = MPa = MPa

t = cm fy = MPa

DISEÑO DE ZAPATAS CONCENTRICASPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

ZAPATA TIPO 5 (6 Und)

45 21.1 0.22045 420

PREDIMENSIONAMIENTO

L = m

lcol = m Mu= kN*m

l = m Pu = kN

Pp (10%) = kN P = kN

Area necesaria = P = = m²

e = m

L A i

0.450 0

1.700 Cargas

0.625 525.0753

578

577.58 2.63

0.220

0.00

1 620 1 70L = m Aproximamos = m

Carga de diseño = = = MPa

máx= MPa OKmin= MPa OK

1.620 1.70

Pu 525.07 0.182

A real 2.890

Esfuerzos0.200

0.200

DISEÑO DE ZAPATA CONCENTRICA

M borde de la columna = kN*m

Mu = 1,7 * M borde de la columna = kN*m

Con el criterio de calcular el refuerzo por metro lineal utilizamos una altura efectiva igual a: d= m

Cuantia =

As = cm²/m

Armadura: 10#420c./0.19

en ambos sentidos

6.60

FLEXIÓN 39.03

66.36

0.33

0.002

CORTANTE

a. En una dirección (d)

L = m H = m

l = m h = m

l - d = m H-h = m

V (d) = kN

Vu (d)= = . Vu = MPa

Vu (d) = kN L * h´

h´= mc = 0.57 MPa OK

a u a d ecc ó (d)1.70 0.400.63 0.300.30 0.10

100.23

1.7*V(d) 0.356

170.39

0.28

ZAPATA TIPO 5 (6 Und)

L = m H = m

d/2 = m h = m

l - d/2 = m H-h = m

0.165 0.30

b. En dos direcciones (d/2)

1.700 0.40

0.100.460

kNu = . Vu = MPa

kN bo x d1

d1 = mc= MPa OK

V (d/2) = 114.0

Vu (d/2) = 1.5*V(d) 0.707

Vu (d/2) = 171.0

0.31

1.15

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

DISEÑO DE CIMENTACIÓN

Columna b = cm f'c = MPa = MPa

t = cm fy = MPa

DISEÑO DE ZAPATAS CONCENTRICASPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

ZAPATA TIPO 6 (3 Und)

45 21.1 0.22045 420

PREDIMENSIONAMIENTO

L = m

lcol = m Mu= kN*m

l = m Pu = kN

Pp (10%) = kN P = kN

Area necesaria = P = = m²

e = m

L A i

0.450 0

1.800 Cargas

0.675 628.7663

692

691.64 3.14

0.220

0.00

1 773 1 80L = m Aproximamos = m

Carga de diseño = = = MPa

máx= MPa OKmin= MPa OK

1.773 1.80

Pu 628.76 0.194

A real 3.240

Esfuerzos0.213

0.213

DISEÑO DE ZAPATA CONCENTRICA

M borde de la columna = kN*m

Mu = 1,7 * M borde de la columna = kN*m

Con el criterio de calcular el refuerzo por metro lineal utilizamos una altura efectiva igual a: d= m

Cuantia =

As = cm²/m

Armadura: 10#521c./0.19

en ambos sentidos

6.60

FLEXIÓN 48.63

82.67

0.33

0.002

CORTANTE

a. En una dirección (d)

L = m H = m

l = m h = m

l - d = m H-h = m

V (d) = kN

Vu (d)= = . Vu = MPa

Vu (d) = kN L * h´

h´= mc = 0.57 MPa OK

a u a d ecc ó (d)1.80 0.400.68 0.300.35 0.10

132.56

1.7*V(d) 0.439

225.36

0.29

ZAPATA TIPO 6 (3 Und)

L = m H = m

d/2 = m h = m

l - d/2 = m H-h = m

0.165 0.30

b. En dos direcciones (d/2)

1.800 0.40

0.100.510

kNu = . Vu = MPa

kN bo x d1

d1 = mc= MPa OK

V (d/2) = 140.4

Vu (d/2) = 1.5*V(d) 0.867

Vu (d/2) = 210.7

0.3116

1.15

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

DISEÑO DE ZAPATA EXCENTRICA

Columna bc = 45 cm. f'c = 21.1 MPa = MPa

t = 45 cm. fy = 420 MPa

DISEÑO DE ZAPATA EXCENTRICA

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

ZAPATA TIPO 7 (5 Und).

0.220

c = mb = m Pu = kN

l-e = m Pp (10%) = kNd = m P1 = kNe = mL = m

Area necesaria = P1 = 363.17 = m²0 22

1.00 330.154.58 33.020.78 363.170.284.85

1.65

2.00 Cargas

PREDIMENSIONAMIENTO

0.22

c » 2b = c x b b = 0.50xc

c = m Asumimos c= mb = m b= m

VALOR DE RR*(L-e) = P1*e = R * 4.58 = 99.87 kN-m R = kN

0.91 1.00

21.83

1.817 2.00

1.65

R (L e) P1 e R 4.58 = 99.87 kN m R kNc = (P1 +R)/(*b) = 1.75 m Entonces c= mneto = (Pu+R)/(b*c) = 0.176 MPa OK neto= Mpa

Donde el cortante es cero (0), el momento es máximo

Md =R(l-d) = kN-m h = 0.40 m Cuantia =Mu = 1.5 * Md = kN-m bv = 0.30 m As = cm²

d = 0.33 m Armadura= Arribab

3#7

21.832.00

0.176

DISEÑO DE VIGA DE CONTRAPESO :

Flexión

88.956 0.01119681133.43 11.08

3 Abajo

Carga long. Bajo la zapata exterior = kN/mAi = kN V borde de columna = kNAd= kN

V(d) = kN Estribos #3 c/0.08m en la zona de confinamiento.

ZAPATA TIPO 7 (5 Und).Se considera como voladizos en el sentido más largo, soportados en la viga de contrapeso:

250.95-21.83

DISEÑO DE ZAPATA EXCENTRICA

Flexión

351.9879.20 171.76

3#4

Se considera como voladizos en el sentido más largo, soportados en la viga de contrapeso:

= MPaM=(*b*(c-bv)/2*(c-bv)/2)/2= kN-m

Mu = 1,7*M = kN-m

H = md = mb = mh= m

Cuantia =²

0.431.000.30

0.00208 60

Flexión

0.176

108.08

0.50

63.58

As = cm²

Armadura= 11#413c./0.19 Transversales6#523c./0.18 Longitudinales

u = Vu Vu borde viga = neto*b*(c-bv)/2 = kNb * d

Vu = 1.5* V borde = kN u = MPa

c= MPa OK

224.39 0.522

0 574

Chequeo por cortante

149.59

8.60

c= MPa OK0.574

Page 48: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

5. DISEÑO DE VIGAS, VIGUETAS Y COLUMNAS

DISEÑO DE VIGAS, VIGUETAS Y COLUMNAS

Page 49: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND.)

DISEÑO DE VIGAS

VT-2B/

B=0.12 H=0.50 L=0.70

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=6.31

As=1.10

Vu=10.03 Vu=11.86 Vu=8.19

B=0.12 H=0.50 L=0.76

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=12.25

As=1.10

Vu=6.20 Vu=8.19 Vu=4.20

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=15.81

As=1.10

Vu=1.47 Vu=4.20 Vu=-1.26

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=14.50

As=1.10

Vu=-3.99 Vu=-1.26 Vu=-6.72

B=0.12 H=0.50 L=0.98

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=7.77

As=1.10

Vu=-9.29 Vu=-6.72 Vu=-11.86

VT-1B/

B=0.12 H=0.50 L=1.01

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=4.21

As=1.10

Vu=5.59 Vu=8.24 Vu=2.94

B=0.12 H=0.50 L=1.00

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=7.17

As=1.10

Vu=0.31 Vu=2.94 Vu=-2.31

B=0.12 H=0.50 L=1.00

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=4.86

As=1.10

Vu=-4.94 Vu=-2.31 Vu=-7.56

VT-3B/

B=0.12 H=0.50 L=0.70

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=1.64

As=1.10

Vu=1.53 Vu=3.37 Vu=-0.31

B=0.12 H=0.50 L=0.70

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=1.42

As=1.10

Vu=-2.15 Vu=-0.31 Vu=-3.98

VT-7B/

B=0.12 H=0.50 L=1.05

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=13.34

As=1.10

Vu=16.30 Vu=19.06 Vu=13.55

B=0.12 H=0.50 L=1.05

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=27.56

As=1.71

Vu=10.79 Vu=13.55 Vu=8.04

B=0.12 H=0.50 L=1.05

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=36.00

As=2.20

Vu=5.28 Vu=8.04 Vu=2.52

Page 50: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND.)

DISEÑO DE VIGAS

B=0.12 H=0.50 L=1.05

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=38.65

As=2.34

Vu=-0.23 Vu=2.52 Vu=-2.99

B=0.12 H=0.50 L=1.05

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=35.51

As=2.17

Vu=-5.75 Vu=-2.99 Vu=-8.50

B=0.12 H=0.50 L=1.05

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=26.59

As=1.65

Vu=-11.26 Vu=-8.50 Vu=-14.01

B=0.12 H=0.50 L=1.05

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=11.87

As=1.10

Vu=-16.77 Vu=-14.01 Vu=-19.53

B=0.12 H=0.50 L=1.05

Mu=-0.00

As=1.10

Mu=-21.29

As=1.26

Mu=0.00

As=1.10

Vu=-22.28 Vu=-19.53 Vu=-25.04

B=0.12 H=0.50 L=1.05

Mu=-21.29

As=1.42

Mu=-50.48

As=3.11

Mu=0.00

As=1.10

Vu=-27.80 Vu=-25.04 Vu=-30.55

B=0.12 H=0.50 L=1.04

Mu=-51.51

As=3.18

Mu=-26.88

As=1.74

Mu=0.00

As=1.10

Vu=23.68 Vu=26.41 Vu=20.95

B=0.12 H=0.50 L=1.04

Mu=-26.88

As=1.60

Mu=-7.93

As=1.10

Mu=0.00

As=1.10

Vu=18.22 Vu=20.95 Vu=15.49

B=0.12 H=0.50 L=1.04

Mu=-7.93

As=1.10

Mu=-0.00

As=1.10

Mu=0.00

As=1.10

Vu=12.76 Vu=15.49 Vu=10.03

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=10.09

As=1.10

Vu=7.30 Vu=10.03 Vu=4.57

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=14.85

As=1.10

Vu=1.84 Vu=4.57 Vu=-0.89

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=13.93

As=1.10

Vu=-3.62 Vu=-0.89 Vu=-6.35

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=7.33

As=1.10

Vu=-9.08 Vu=-6.35 Vu=-11.81

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-13.45

As=1.10

Mu=0.00

As=1.10

Vu=-14.54 Vu=-11.81 Vu=-17.27

B=0.12 H=0.50 L=1.04

Mu=-13.45

As=1.10

Mu=-34.25

As=2.06

Mu=0.00

As=1.10

Vu=-20.00 Vu=-17.27 Vu=-22.73

Page 51: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND.)

DISEÑO DE VIGAS

B=0.12 H=0.50 L=1.04

Mu=-34.00

As=2.04

Mu=-12.17

As=1.10

Mu=0.00

As=1.10

Vu=21.00 Vu=23.73 Vu=18.27

B=0.12 H=0.50 L=1.04

Mu=-12.17

As=1.10

Mu=-0.00

As=1.10

Mu=0.00

As=1.10

Vu=15.54 Vu=18.27 Vu=12.81

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=10.18

As=1.10

Vu=10.08 Vu=12.81 Vu=7.35

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=17.82

As=1.10

Vu=4.62 Vu=7.35 Vu=1.89

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=19.78

As=1.17

Vu=-0.84 Vu=1.89 Vu=-3.57

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=16.06

As=1.10

Vu=-6.30 Vu=-3.57 Vu=-9.03

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.40

As=1.10

Mu=6.66

As=1.10

Vu=-11.76 Vu=-9.03 Vu=-14.49

B=0.12 H=0.50 L=1.04

Mu=-0.40

As=1.10

Mu=-18.31

As=1.10

Mu=0.00

As=1.10

Vu=-17.22 Vu=-14.49 Vu=-19.95

B=0.12 H=0.50 L=1.04

Mu=-18.31

As=1.20

Mu=-41.91

As=2.55

Mu=0.00

As=1.10

Vu=-22.68 Vu=-19.95 Vu=-25.41

B=0.12 H=0.50 L=1.04

Mu=-40.82

As=2.48

Mu=-13.67

As=1.10

Mu=0.00

As=1.10

Vu=26.11 Vu=29.75 Vu=22.47

B=0.12 H=0.50 L=1.04

Mu=-13.67

As=1.10

Mu=-0.00

As=1.10

Mu=0.00

As=1.10

Vu=18.83 Vu=22.47 Vu=15.19

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=13.18

As=1.10

Vu=11.55 Vu=15.19 Vu=7.91

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=21.40

As=1.29

Vu=4.27 Vu=7.91 Vu=0.63

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=22.06

As=1.32

Vu=-3.01 Vu=0.63 Vu=-6.65

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=15.14

As=1.10

Vu=-10.29 Vu=-6.65 Vu=-13.93

Page 52: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND.)

DISEÑO DE VIGAS

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-9.75

As=1.10

Mu=0.65

As=1.10

Vu=-17.57 Vu=-13.93 Vu=-21.21

B=0.12 H=0.50 L=1.04

Mu=-9.75

As=1.10

Mu=-35.60

As=2.15

Mu=0.00

As=1.10

Vu=-24.85 Vu=-21.21 Vu=-28.49

B=0.12 H=0.50 L=1.04

Mu=-35.60

As=2.33

Mu=-69.01

As=4.38

Mu=0.00

As=1.10

Vu=-32.13 Vu=-28.49 Vu=-35.77

B=0.12 H=0.50 L=1.04

Mu=-67.82

As=4.29

Mu=-29.45

As=1.98

Mu=0.00

As=1.10

Vu=36.90 Vu=40.54 Vu=33.26

B=0.12 H=0.50 L=1.04

Mu=-29.45

As=1.76

Mu=-0.00

As=1.10

Mu=0.00

As=1.10

Vu=29.62 Vu=33.26 Vu=25.98

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=14.24

As=1.10

Vu=22.34 Vu=25.98 Vu=18.70

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=33.68

As=2.12

Vu=15.06 Vu=18.70 Vu=11.42

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=45.56

As=2.83

Vu=7.78 Vu=11.42 Vu=4.14

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=49.87

As=3.07

Vu=0.50 Vu=4.14 Vu=-3.14

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=46.60

As=2.90

Vu=-6.78 Vu=-3.14 Vu=-10.42

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=35.76

As=2.24

Vu=-14.06 Vu=-10.42 Vu=-17.70

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=17.35

As=1.15

Vu=-21.34 Vu=-17.70 Vu=-24.98

VT-5B/

B=0.12 H=0.50 L=1.05

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=5.30

As=1.10

Vu=5.19 Vu=7.96 Vu=2.43

B=0.12 H=0.50 L=1.05

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=7.85

As=1.10

Vu=-0.34 Vu=2.43 Vu=-3.10

B=0.12 H=0.50 L=1.05

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=4.58

As=1.10

Vu=-5.87 Vu=-3.10 Vu=-8.63

Page 53: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND.)

DISEÑO DE VIGAS

VT-6B/

B=0.12 H=0.50 L=1.03

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=5.69

As=1.10

Vu=8.01 Vu=10.71 Vu=5.30

B=0.12 H=0.50 L=1.03

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=11.15

As=1.10

Vu=2.60 Vu=5.30 Vu=-0.11

B=0.12 H=0.50 L=1.03

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=11.05

As=1.10

Vu=-2.81 Vu=-0.11 Vu=-5.51

B=0.12 H=0.50 L=1.03

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=5.37

As=1.10

Vu=-8.22 Vu=-5.51 Vu=-10.92

B=0.12 H=0.50 L=1.03

Mu=-0.00

As=1.10

Mu=-13.83

As=1.10

Mu=0.00

As=1.10

Vu=-13.62 Vu=-10.92 Vu=-16.33

B=0.12 H=0.50 L=1.03

Mu=-13.83

As=1.10

Mu=-33.43

As=2.01

Mu=0.00

As=1.10

Vu=-19.03 Vu=-16.33 Vu=-21.74

B=0.12 H=0.50 L=1.04

Mu=-32.89

As=1.97

Mu=-10.94

As=1.10

Mu=0.00

As=1.10

Vu=21.15 Vu=23.88 Vu=18.43

B=0.12 H=0.50 L=1.04

Mu=-10.94

As=1.10

Mu=-0.00

As=1.10

Mu=0.00

As=1.10

Vu=15.70 Vu=18.43 Vu=12.97

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=11.64

As=1.10

Vu=10.25 Vu=12.97 Vu=7.52

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=19.45

As=1.17

Vu=4.79 Vu=7.52 Vu=2.06

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=21.59

As=1.28

Vu=-0.66 Vu=2.06 Vu=-3.39

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=18.07

As=1.10

Vu=-6.12 Vu=-3.39 Vu=-8.85

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=8.88

As=1.10

Vu=-11.57 Vu=-8.85 Vu=-14.30

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-15.77

As=1.10

Mu=0.00

As=1.10

Vu=-17.03 Vu=-14.30 Vu=-19.76

B=0.12 H=0.50 L=1.04

Mu=-15.77

As=1.10

Mu=-39.13

As=2.37

Mu=0.00

As=1.10

Vu=-22.48 Vu=-19.76 Vu=-25.21

Page 54: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND.)

DISEÑO DE VIGAS

B=0.12 H=0.50 L=1.04

Mu=-39.33

As=2.38

Mu=-16.80

As=1.11

Mu=0.00

As=1.10

Vu=21.71 Vu=24.43 Vu=18.98

B=0.12 H=0.50 L=1.04

Mu=-16.80

As=1.10

Mu=-0.00

As=1.10

Mu=0.00

As=1.10

Vu=16.26 Vu=18.98 Vu=13.53

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=6.64

As=1.10

Vu=10.80 Vu=13.53 Vu=8.07

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=15.03

As=1.10

Vu=5.35 Vu=8.07 Vu=2.62

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=17.75

As=1.10

Vu=-0.11 Vu=2.62 Vu=-2.84

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=14.81

As=1.10

Vu=-5.56 Vu=-2.84 Vu=-8.29

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.48

As=1.10

Mu=6.19

As=1.10

Vu=-11.02 Vu=-8.29 Vu=-13.75

B=0.12 H=0.50 L=1.04

Mu=-0.48

As=1.10

Mu=-17.60

As=1.10

Mu=0.00

As=1.10

Vu=-16.47 Vu=-13.75 Vu=-19.20

B=0.12 H=0.50 L=1.04

Mu=-17.60

As=1.16

Mu=-40.38

As=2.45

Mu=0.00

As=1.10

Vu=-21.93 Vu=-19.20 Vu=-24.66

B=0.12 H=0.50 L=1.04

Mu=-39.17

As=2.37

Mu=-12.31

As=1.10

Mu=0.00

As=1.10

Vu=25.87 Vu=29.51 Vu=22.24

B=0.12 H=0.50 L=1.04

Mu=-12.31

As=1.10

Mu=-0.00

As=1.10

Mu=0.00

As=1.10

Vu=18.61 Vu=22.24 Vu=14.97

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=14.17

As=1.10

Vu=11.33 Vu=14.97 Vu=7.70

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=22.16

As=1.33

Vu=4.06 Vu=7.70 Vu=0.42

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=22.60

As=1.35

Vu=-3.21 Vu=0.42 Vu=-6.85

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=15.48

As=1.10

Vu=-10.49 Vu=-6.85 Vu=-14.12

Page 55: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND.)

DISEÑO DE VIGAS

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-9.68

As=1.10

Mu=0.81

As=1.10

Vu=-17.76 Vu=-14.12 Vu=-21.40

B=0.12 H=0.50 L=1.04

Mu=-9.68

As=1.10

Mu=-35.69

As=2.15

Mu=0.00

As=1.10

Vu=-25.03 Vu=-21.40 Vu=-28.67

B=0.12 H=0.50 L=1.04

Mu=-35.69

As=2.34

Mu=-69.25

As=4.39

Mu=0.00

As=1.10

Vu=-32.31 Vu=-28.67 Vu=-35.94

B=0.12 H=0.50 L=1.04

Mu=-68.10

As=4.31

Mu=-29.80

As=2.00

Mu=0.00

As=1.10

Vu=36.91 Vu=40.54 Vu=33.28

B=0.12 H=0.50 L=1.04

Mu=-29.80

As=1.78

Mu=-0.00

As=1.10

Mu=0.00

As=1.10

Vu=29.64 Vu=33.28 Vu=26.00

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=13.88

As=1.10

Vu=22.37 Vu=26.00 Vu=18.73

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=33.34

As=2.10

Vu=15.09 Vu=18.73 Vu=11.46

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=45.24

As=2.81

Vu=7.82 Vu=11.46 Vu=4.18

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=49.59

As=3.05

Vu=0.55 Vu=4.18 Vu=-3.09

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=46.38

As=2.88

Vu=-6.73 Vu=-3.09 Vu=-10.36

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=35.62

As=2.23

Vu=-14.00 Vu=-10.36 Vu=-17.64

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=17.29

As=1.15

Vu=-21.27 Vu=-17.64 Vu=-24.91

VT-4B/

B=0.12 H=0.50 L=0.89

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=7.19

As=1.10

Vu=9.34 Vu=11.68 Vu=7.01

B=0.12 H=0.50 L=0.89

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=13.43

As=1.10

Vu=4.67 Vu=7.01 Vu=2.34

B=0.12 H=0.50 L=0.89

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=15.50

As=1.10

Vu=0.00 Vu=2.34 Vu=-2.34

Page 56: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND.)

DISEÑO DE VIGAS

B=0.12 H=0.50 L=0.89

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=13.43

As=1.10

Vu=-4.67 Vu=-2.34 Vu=-7.01

B=0.12 H=0.50 L=0.89

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=7.19

As=1.10

Vu=-9.34 Vu=-7.01 Vu=-11.68

VT-8B/

B=0.12 H=0.50 L=0.66

Mu=-0.27

As=1.10

Mu=-2.96

As=1.10

Mu=0.00

As=1.10

Vu=-4.09 Vu=-1.78 Vu=-6.40

B=0.12 H=0.50 L=0.92

Mu=-2.96

As=1.10

Mu=-0.00

As=1.10

Mu=0.00

As=1.10

Vu=3.22 Vu=6.44 Vu=0.00

VT-9B/

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=12.29

As=1.10

Vu=15.03 Vu=17.75 Vu=12.30

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=25.07

As=1.55

Vu=9.58 Vu=12.30 Vu=6.85

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=32.18

As=1.95

Vu=4.12 Vu=6.85 Vu=1.39

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=33.63

As=2.03

Vu=-1.33 Vu=1.39 Vu=-4.06

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=29.41

As=1.80

Vu=-6.79 Vu=-4.06 Vu=-9.52

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=19.53

As=1.23

Vu=-12.24 Vu=-9.52 Vu=-14.97

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-6.16

As=1.10

Mu=3.97

As=1.10

Vu=-17.70 Vu=-14.97 Vu=-20.42

B=0.12 H=0.50 L=1.04

Mu=-6.16

As=1.10

Mu=-30.22

As=1.81

Mu=0.00

As=1.10

Vu=-23.15 Vu=-20.42 Vu=-25.88

B=0.12 H=0.50 L=1.04

Mu=-30.22

As=1.98

Mu=-59.94

As=3.75

Mu=0.00

As=1.10

Vu=-28.61 Vu=-25.88 Vu=-31.33

Page 57: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND.)

DISEÑO DE VIGAS

B=0.12 H=0.50 L=1.04

Mu=-59.94

As=3.75

Mu=-30.25

As=1.98

Mu=0.00

As=1.10

Vu=28.61 Vu=31.33 Vu=25.89

B=0.12 H=0.50 L=1.04

Mu=-30.25

As=1.81

Mu=-6.19

As=1.10

Mu=0.00

As=1.10

Vu=23.16 Vu=25.89 Vu=20.43

B=0.12 H=0.50 L=1.04

Mu=-6.19

As=1.10

Mu=-0.00

As=1.10

Mu=3.95

As=1.10

Vu=17.70 Vu=20.43 Vu=14.98

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=19.51

As=1.22

Vu=12.25 Vu=14.98 Vu=9.52

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=29.41

As=1.80

Vu=6.79 Vu=9.52 Vu=4.07

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=33.63

As=2.03

Vu=1.34 Vu=4.07 Vu=-1.39

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=32.19

As=1.95

Vu=-4.12 Vu=-1.39 Vu=-6.84

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=25.08

As=1.55

Vu=-9.57 Vu=-6.84 Vu=-12.30

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=12.30

As=1.10

Vu=-15.03 Vu=-12.30 Vu=-17.75

VT-11B/

B=0.12 H=0.50 L=0.90

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=4.47

As=1.10

Vu=7.09 Vu=9.45 Vu=4.72

B=0.12 H=0.50 L=0.90

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=8.72

As=1.10

Vu=2.36 Vu=4.72 Vu=0.00

B=0.12 H=0.50 L=0.90

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=8.72

As=1.10

Vu=-2.36 Vu=0.00 Vu=-4.72

B=0.12 H=0.50 L=0.90

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=4.47

As=1.10

Vu=-7.09 Vu=-4.72 Vu=-9.45

Page 58: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND.)

DISEÑO DE VIGAS

VT-12B/

B=0.12 H=0.50 L=0.56

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=0.84

As=1.10

Vu=1.41 Vu=2.88 Vu=-0.06

B=0.12 H=0.50 L=0.99

Mu=-0.00

As=1.10

Mu=-1.66

As=1.10

Mu=0.51

As=1.10

Vu=-2.66 Vu=-0.06 Vu=-5.25

B=0.12 H=0.50 L=0.99

Mu=-1.66

As=1.10

Mu=-0.00

As=1.10

Mu=0.51

As=1.10

Vu=2.66 Vu=5.25 Vu=0.06

B=0.12 H=0.50 L=0.56

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=0.84

As=1.10

Vu=-1.41 Vu=0.06 Vu=-2.88

VT-13B/

B=0.12 H=0.50 L=0.96

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=6.40

As=1.10

Vu=10.08 Vu=12.60 Vu=7.56

B=0.12 H=0.50 L=0.96

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=13.66

As=1.10

Vu=5.04 Vu=7.56 Vu=2.52

B=0.12 H=0.50 L=0.96

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=16.08

As=1.10

Vu=0.00 Vu=2.52 Vu=-2.52

B=0.12 H=0.50 L=0.96

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=13.66

As=1.10

Vu=-5.04 Vu=-2.52 Vu=-7.56

B=0.12 H=0.50 L=0.96

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=6.40

As=1.10

Vu=-10.08 Vu=-7.56 Vu=-12.60

VT-14B/

B=0.12 H=0.50 L=0.90

Mu=-0.00

As=1.10

Mu=-2.84

As=1.10

Mu=0.00

As=1.10

Vu=-3.15 Vu=0.00 Vu=-6.30

B=0.12 H=0.50 L=0.90

Mu=-2.84

As=1.10

Mu=-11.34

As=1.10

Mu=0.00

As=1.10

Vu=-9.45 Vu=-6.30 Vu=-12.60

B=0.12 H=0.50 L=0.93

Mu=-8.12

As=1.10

Mu=-0.00

As=1.10

Mu=3.22

As=1.10

Vu=22.22 Vu=25.47 Vu=18.96

Page 59: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND.)

DISEÑO DE VIGAS

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=21.76

As=1.38

Vu=15.32 Vu=18.96 Vu=11.69

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=33.90

As=2.09

Vu=8.05 Vu=11.69 Vu=4.41

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=38.49

As=2.33

Vu=0.78 Vu=4.41 Vu=-2.86

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=35.52

As=2.18

Vu=-6.50 Vu=-2.86 Vu=-10.13

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=24.99

As=1.57

Vu=-13.77 Vu=-10.13 Vu=-17.40

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-5.28

As=1.10

Mu=6.91

As=1.10

Vu=-21.04 Vu=-17.40 Vu=-24.68

B=0.12 H=0.50 L=1.04

Mu=-5.28

As=1.10

Mu=-34.70

As=2.09

Mu=0.00

As=1.10

Vu=-28.31 Vu=-24.68 Vu=-31.95

B=0.12 H=0.50 L=1.04

Mu=-34.70

As=2.30

Mu=-71.68

As=4.57

Mu=0.00

As=1.10

Vu=-35.59 Vu=-31.95 Vu=-39.22

B=0.12 H=0.50 L=1.04

Mu=-71.68

As=4.57

Mu=-34.74

As=2.30

Mu=0.00

As=1.10

Vu=35.59 Vu=39.22 Vu=31.96

B=0.12 H=0.50 L=1.04

Mu=-34.74

As=2.09

Mu=-5.32

As=1.10

Mu=0.00

As=1.10

Vu=28.32 Vu=31.96 Vu=24.68

B=0.12 H=0.50 L=1.04

Mu=-5.32

As=1.10

Mu=-0.00

As=1.10

Mu=6.87

As=1.10

Vu=21.05 Vu=24.68 Vu=17.41

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=24.96

As=1.57

Vu=13.77 Vu=17.41 Vu=10.14

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=35.50

As=2.18

Vu=6.50 Vu=10.14 Vu=2.86

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=38.47

As=2.33

Vu=-0.77 Vu=2.86 Vu=-4.41

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=33.89

As=2.09

Vu=-8.05 Vu=-4.41 Vu=-11.68

Page 60: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND.)

DISEÑO DE VIGAS

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=21.75

As=1.38

Vu=-15.32 Vu=-11.68 Vu=-18.96

B=0.12 H=0.50 L=0.93

Mu=-0.00

As=1.10

Mu=-8.12

As=1.10

Mu=3.21

As=1.10

Vu=-22.21 Vu=-18.96 Vu=-25.47

B=0.12 H=0.50 L=0.90

Mu=-11.34

As=1.10

Mu=-2.84

As=1.10

Mu=0.00

As=1.10

Vu=9.45 Vu=12.60 Vu=6.30

B=0.12 H=0.50 L=0.90

Mu=-2.84

As=1.10

Mu=-0.00

As=1.10

Mu=0.00

As=1.10

Vu=3.15 Vu=6.30 Vu=0.00

VT-15B/

B=0.12 H=0.50 L=0.65

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=0.00

As=1.10

Vu=0.00 Vu=0.00 Vu=0.00

B=0.12 H=0.50 L=0.65

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=0.00

As=1.10

Vu=0.00 Vu=0.00 Vu=0.00

B=0.12 H=0.50 L=0.65

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=0.00

As=1.10

Vu=0.00 Vu=0.00 Vu=0.00

VT-10B/

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=16.39

As=1.10

Vu=20.04 Vu=23.67 Vu=16.41

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=33.42

As=2.09

Vu=12.77 Vu=16.41 Vu=9.13

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=42.91

As=2.65

Vu=5.50 Vu=9.13 Vu=1.86

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=44.84

As=2.75

Vu=-1.78 Vu=1.86 Vu=-5.41

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=39.22

As=2.43

Vu=-9.05 Vu=-5.41 Vu=-12.69

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=26.04

As=1.65

Vu=-16.32 Vu=-12.69 Vu=-19.96

Page 61: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND.)

DISEÑO DE VIGAS

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-8.22

As=1.10

Mu=5.30

As=1.10

Vu=-23.60 Vu=-19.96 Vu=-27.23

B=0.12 H=0.50 L=1.04

Mu=-8.22

As=1.10

Mu=-40.29

As=2.44

Mu=0.00

As=1.10

Vu=-30.87 Vu=-27.23 Vu=-34.51

B=0.12 H=0.50 L=1.04

Mu=-40.29

As=2.68

Mu=-79.92

As=5.17

Mu=0.00

As=1.10

Vu=-38.14 Vu=-34.51 Vu=-41.78

B=0.12 H=0.50 L=1.04

Mu=-79.92

As=5.17

Mu=-40.33

As=2.68

Mu=0.00

As=1.10

Vu=38.15 Vu=41.78 Vu=34.51

B=0.12 H=0.50 L=1.04

Mu=-40.33

As=2.45

Mu=-8.25

As=1.10

Mu=0.00

As=1.10

Vu=30.88 Vu=34.51 Vu=27.24

B=0.12 H=0.50 L=1.04

Mu=-8.25

As=1.10

Mu=-0.00

As=1.10

Mu=5.27

As=1.10

Vu=23.60 Vu=27.24 Vu=19.97

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=26.02

As=1.65

Vu=16.33 Vu=19.97 Vu=12.70

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=39.21

As=2.43

Vu=9.06 Vu=12.70 Vu=5.42

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=44.84

As=2.75

Vu=1.79 Vu=5.42 Vu=-1.85

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=42.92

As=2.65

Vu=-5.49 Vu=-1.85 Vu=-9.12

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=33.44

As=2.09

Vu=-12.76 Vu=-9.12 Vu=-16.40

B=0.12 H=0.50 L=1.04

Mu=-0.00

As=1.10

Mu=-0.00

As=1.10

Mu=16.40

As=1.10

Vu=-20.03 Vu=-16.40 Vu=-23.67

Page 62: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND)

DISEÑO DE VIGAS

V-102B/N+4.45

B=0.50 H=0.50 L=4.40

Mu=-152.17

As=9.50

Mu=-122.82

As=7.59

Mu=51.61

As=7.36

Vu=-44.67 Vu=-98.46 Vu=94.67

V-103B/N+4.45

B=0.50 H=0.50 L=4.47

Mu=-133.92

As=8.31

Mu=-121.54

As=7.51

Mu=57.18

As=7.36

Vu=40.59 Vu=-81.61 Vu=103.81

B=0.50 H=0.50 L=4.48

Mu=-105.04

As=7.36

Mu=-129.48

As=8.02

Mu=37.70

As=7.36

Vu=-25.81 Vu=-89.04 Vu=78.34

B=0.50 H=0.50 L=4.48

Mu=-153.26

As=9.57

Mu=-190.25

As=12.05

Mu=76.85

As=7.36

Vu=-32.65 Vu=-109.66 Vu=215.59

B=0.50 H=0.50 L=4.48

Mu=-187.54

As=11.87

Mu=-168.78

As=10.60

Mu=69.68

As=7.36

Vu=36.34 Vu=-211.61 Vu=113.35

B=0.50 H=0.50 L=4.48

Mu=-168.47

As=10.58

Mu=-183.63

As=11.60

Mu=72.08

As=7.36

Vu=-37.36 Vu=-114.37 Vu=211.02

B=0.50 H=0.50 L=4.48

Mu=-180.31

As=11.38

Mu=-175.29

As=11.04

Mu=66.64

As=7.36

Vu=38.62 Vu=-207.42 Vu=115.63

B=0.50 H=0.50 L=4.48

Mu=-179.30

As=11.31

Mu=-217.11

As=13.90

Mu=87.81

As=7.36

Vu=-38.77 Vu=-130.30 Vu=278.82

B=0.50 H=0.50 L=4.48

Mu=-205.33

As=13.08

Mu=-166.58

As=10.46

Mu=82.08

As=7.36

Vu=34.48 Vu=-275.70 Vu=127.71

B=0.50 H=0.50 L=4.48

Mu=-163.25

As=10.24

Mu=-200.12

As=12.72

Mu=81.15

As=7.36

Vu=-32.04 Vu=-127.35 Vu=276.02

B=0.50 H=0.50 L=4.40

Mu=-235.11

As=15.16

Mu=-180.84

As=11.41

Mu=106.74

As=7.36

Vu=40.45 Vu=-280.35 Vu=128.66

Page 63: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND)

DISEÑO DE VIGAS

V-105B/N+4.45

B=0.40 H=0.50 L=4.40

Mu=-124.70

As=7.80

Mu=-140.76

As=8.87

Mu=46.92

As=5.89

Vu=39.29 Vu=-91.92 Vu=104.12

B=0.40 H=0.50 L=4.48

Mu=-131.41

As=8.24

Mu=-128.49

As=8.05

Mu=43.80

As=5.89

Vu=-27.49 Vu=-106.63 Vu=95.34

B=0.40 H=0.50 L=4.48

Mu=-127.30

As=7.97

Mu=-130.94

As=8.21

Mu=43.65

As=5.89

Vu=27.25 Vu=-94.81 Vu=106.40

B=0.40 H=0.50 L=4.40

Mu=-141.14

As=8.89

Mu=-124.51

As=7.79

Mu=47.05

As=5.89

Vu=-39.45 Vu=-104.28 Vu=91.99

V-106B/N+4.45

B=0.40 H=0.50 L=4.34

Mu=-131.38

As=8.24

Mu=-104.18

As=6.45

Mu=48.78

As=5.89

Vu=37.57 Vu=-74.73 Vu=79.84

B=0.40 H=0.50 L=4.48

Mu=-67.55

As=5.89

Mu=-67.63

As=5.89

Mu=22.52

As=5.89

Vu=-26.47 Vu=-40.67 Vu=47.30

B=0.40 H=0.50 L=4.48

Mu=-67.79

As=5.89

Mu=-74.25

As=5.89

Mu=24.75

As=5.89

Vu=28.26 Vu=-46.52 Vu=42.46

B=0.40 H=0.50 L=4.34

Mu=-111.40

As=6.92

Mu=-139.71

As=8.80

Mu=60.92

As=5.89

Vu=-45.61 Vu=-87.88 Vu=93.89

V-107B/N+4.45

B=0.40 H=0.50 L=4.34

Mu=-161.45

As=10.27

Mu=-110.60

As=6.87

Mu=56.56

As=5.89

Vu=43.13 Vu=-81.51 Vu=85.40

B=0.40 H=0.50 L=4.48

Mu=-78.97

As=5.89

Mu=-109.52

As=6.80

Mu=36.62

As=5.89

Vu=-39.37 Vu=-53.57 Vu=69.56

B=0.40 H=0.50 L=4.48

Mu=-109.01

As=6.77

Mu=-87.35

As=5.89

Mu=30.99

As=5.89

Vu=40.69 Vu=-68.79 Vu=54.89

Page 64: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND)

DISEÑO DE VIGAS

B=0.40 H=0.50 L=4.34

Mu=-111.68

As=6.94

Mu=-153.15

As=9.71

Mu=61.67

As=5.89

Vu=-45.99 Vu=-88.26 Vu=96.28

V-108B/N+4.45

B=0.50 H=0.50 L=4.40

Mu=-156.65

As=9.80

Mu=-220.11

As=14.11

Mu=73.37

As=7.36

Vu=49.72 Vu=-107.00 Vu=180.63

B=0.50 H=0.50 L=4.48

Mu=-246.93

As=16.00

Mu=-249.56

As=16.19

Mu=116.16

As=7.36

Vu=49.06 Vu=-279.76 Vu=178.73

B=0.50 H=0.50 L=4.48

Mu=-249.65

As=16.19

Mu=-249.12

As=16.15

Mu=116.48

As=7.36

Vu=-48.45 Vu=-180.62 Vu=280.66

B=0.50 H=0.50 L=4.40

Mu=-219.78

As=14.08

Mu=-155.42

As=9.72

Mu=73.26

As=7.36

Vu=-49.38 Vu=-180.29 Vu=106.58

V-109B/N+4.45

B=0.50 H=0.50 L=4.34

Mu=-241.70

As=15.62

Mu=-217.08

As=13.89

Mu=101.13

As=7.36

Vu=-59.58 Vu=-133.71 Vu=235.22

B=0.50 H=0.50 L=4.48

Mu=-175.61

As=11.06

Mu=-173.54

As=10.92

Mu=75.44

As=7.36

Vu=36.92 Vu=-209.44 Vu=114.07

B=0.50 H=0.50 L=4.48

Mu=-174.08

As=10.96

Mu=-182.32

As=11.51

Mu=74.89

As=7.36

Vu=-38.11 Vu=-115.26 Vu=212.07

B=0.50 H=0.50 L=4.34

Mu=-206.89

As=13.19

Mu=-211.40

As=13.50

Mu=89.46

As=7.36

Vu=51.18 Vu=-226.22 Vu=125.31

Page 65: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND)

DISEÑO DE VIGAS

V-111B/N+4.45

B=0.50 H=0.50 L=4.34

Mu=-320.40

As=21.43

Mu=-267.95

As=17.51

Mu=108.35

As=7.84

Vu=-83.25 Vu=-171.29 Vu=282.55

B=0.50 H=0.50 L=4.48

Mu=-215.88

As=13.81

Mu=-207.45

As=13.23

Mu=84.71

As=7.36

Vu=47.99 Vu=-273.58 Vu=139.69

B=0.50 H=0.50 L=4.48

Mu=-205.50

As=13.09

Mu=-211.87

As=13.53

Mu=85.97

As=7.36

Vu=-46.78 Vu=-138.48 Vu=273.58

B=0.50 H=0.50 L=4.34

Mu=-275.58

As=18.07

Mu=-344.51

As=23.30

Mu=117.20

As=8.62

Vu=89.89 Vu=-289.32 Vu=177.93

V-112B/N+4.45

B=0.40 H=0.50 L=4.40

Mu=-200.50

As=13.01

Mu=-228.84

As=15.07

Mu=63.03

As=5.89

Vu=-56.99 Vu=-128.78 Vu=198.24

B=0.40 H=0.50 L=4.48

Mu=-209.93

As=13.69

Mu=-192.68

As=12.45

Mu=52.80

As=5.89

Vu=51.79 Vu=-185.27 Vu=126.04

B=0.40 H=0.50 L=4.48

Mu=-192.91

As=12.47

Mu=-209.59

As=13.66

Mu=52.85

As=5.89

Vu=-51.91 Vu=-126.16 Vu=185.14

B=0.40 H=0.50 L=4.40

Mu=-229.29

As=15.10

Mu=-201.40

As=13.07

Mu=63.11

As=5.89

Vu=57.25 Vu=-198.45 Vu=129.04

V-201B/N+8.90

B=0.30 H=0.50 L=4.37

Mu=-37.92

As=4.42

Mu=-33.13

As=4.42

Mu=9.42

As=4.42

Vu=11.03 Vu=-20.90 Vu=21.45

B=0.30 H=0.50 L=4.43

Mu=-33.17

As=4.42

Mu=-44.94

As=4.42

Mu=14.84

As=4.42

Vu=-12.59 Vu=-23.22 Vu=22.50

B=0.30 H=0.50 L=4.43

Mu=-45.26

As=4.42

Mu=-34.93

As=4.42

Mu=13.99

As=4.42

Vu=12.78 Vu=-22.26 Vu=23.42

Page 66: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND)

DISEÑO DE VIGAS

B=0.30 H=0.50 L=4.45

Mu=-32.57

As=4.42

Mu=-32.78

As=4.42

Mu=10.49

As=4.42

Vu=-10.26 Vu=-20.89 Vu=19.20

B=0.30 H=0.50 L=4.48

Mu=-31.66

As=4.42

Mu=-29.13

As=4.42

Mu=10.67

As=4.42

Vu=9.45 Vu=-18.54 Vu=20.09

B=0.30 H=0.50 L=4.45

Mu=-30.06

As=4.42

Mu=-34.79

As=4.42

Mu=9.47

As=4.42

Vu=-9.72 Vu=-20.36 Vu=19.78

B=0.30 H=0.50 L=4.45

Mu=-34.58

As=4.42

Mu=-29.75

As=4.42

Mu=9.19

As=4.42

Vu=9.67 Vu=-19.63 Vu=20.30

B=0.30 H=0.50 L=4.47

Mu=-30.58

As=4.42

Mu=-29.18

As=4.42

Mu=7.36

As=4.42

Vu=-9.53 Vu=-20.17 Vu=18.36

B=0.30 H=0.50 L=4.45

Mu=-30.50

As=4.42

Mu=-33.36

As=4.42

Mu=6.67

As=4.42

Vu=10.27 Vu=-19.18 Vu=20.91

B=0.30 H=0.50 L=4.43

Mu=-33.20

As=4.42

Mu=-30.34

As=4.42

Mu=6.64

As=4.42

Vu=-9.93 Vu=-20.57 Vu=19.31

B=0.30 H=0.50 L=4.42

Mu=-30.38

As=4.42

Mu=-30.27

As=4.42

Mu=6.08

As=4.42

Vu=9.07 Vu=-19.49 Vu=19.57

B=0.30 H=0.50 L=4.38

Mu=-34.01

As=4.42

Mu=-38.26

As=4.42

Mu=7.65

As=4.42

Vu=-11.54 Vu=-21.62 Vu=21.87

V-202B/N+8.90

B=0.40 H=0.50 L=9.30

Mu=-89.84

As=5.89

Mu=-101.67

As=6.29

Mu=33.89

As=5.89

Vu=13.25 Vu=-37.07 Vu=41.33

B=0.40 H=0.50 L=9.40

Mu=-92.72

As=5.89

Mu=-90.43

As=5.89

Mu=30.91

As=5.89

Vu=-9.46 Vu=-37.83 Vu=36.93

B=0.40 H=0.50 L=9.40

Mu=-94.60

As=5.89

Mu=-103.99

As=6.44

Mu=32.44

As=5.89

Vu=11.17 Vu=-38.27 Vu=39.54

B=0.40 H=0.50 L=9.40

Mu=-111.15

As=6.91

Mu=-100.39

As=6.21

Mu=37.05

As=5.89

Vu=-14.41 Vu=-42.78 Vu=39.62

Page 67: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND)

DISEÑO DE VIGAS

V-203B/N+8.90

B=0.30 H=0.50 L=4.37

Mu=-32.23

As=4.42

Mu=-33.03

As=4.42

Mu=6.61

As=4.42

Vu=10.47 Vu=-19.45 Vu=20.89

B=0.30 H=0.50 L=4.43

Mu=-28.55

As=4.42

Mu=-28.53

As=4.42

Mu=6.02

As=4.42

Vu=-8.50 Vu=-19.13 Vu=19.02

B=0.30 H=0.50 L=4.43

Mu=-30.28

As=4.42

Mu=-29.75

As=4.42

Mu=6.06

As=4.42

Vu=-8.47 Vu=-19.11 Vu=18.92

B=0.30 H=0.50 L=4.45

Mu=-31.16

As=4.42

Mu=-29.25

As=4.42

Mu=6.23

As=4.42

Vu=-9.29 Vu=-19.93 Vu=18.92

B=0.30 H=0.50 L=4.48

Mu=-27.85

As=4.42

Mu=-27.06

As=4.42

Mu=6.03

As=4.42

Vu=7.91 Vu=-17.98 Vu=18.55

B=0.30 H=0.50 L=4.45

Mu=-27.60

As=4.42

Mu=-30.59

As=4.42

Mu=6.72

As=4.42

Vu=-8.33 Vu=-18.95 Vu=18.81

B=0.30 H=0.50 L=4.45

Mu=-30.05

As=4.42

Mu=-28.05

As=4.42

Mu=6.48

As=4.42

Vu=8.36 Vu=-18.50 Vu=19.00

B=0.30 H=0.50 L=4.47

Mu=-28.77

As=4.42

Mu=-25.00

As=4.42

Mu=7.61

As=4.42

Vu=-8.79 Vu=-19.43 Vu=16.97

B=0.30 H=0.50 L=4.45

Mu=-27.94

As=4.42

Mu=-31.03

As=4.42

Mu=7.01

As=4.42

Vu=8.90 Vu=-18.14 Vu=19.54

B=0.30 H=0.50 L=4.43

Mu=-32.28

As=4.42

Mu=-33.75

As=4.42

Mu=10.80

As=4.42

Vu=-10.53 Vu=-21.17 Vu=19.28

B=0.30 H=0.50 L=4.42

Mu=-34.36

As=4.42

Mu=-30.00

As=4.42

Mu=11.18

As=4.42

Vu=9.86 Vu=-19.67 Vu=20.44

B=0.30 H=0.50 L=4.38

Mu=-31.17

As=4.42

Mu=-35.80

As=4.42

Mu=7.16

As=4.42

Vu=10.21 Vu=-20.17 Vu=20.63

V-204B/N+8.90

B=0.30 H=0.50 L=4.40

Mu=-41.22

As=4.42

Mu=-36.60

As=4.42

Mu=8.24

As=4.42

Vu=13.34 Vu=-22.88 Vu=23.74

B=0.30 H=0.50 L=4.48

Mu=-34.54

As=4.42

Mu=-35.85

As=4.42

Mu=7.17

As=4.42

Vu=-10.98 Vu=-21.63 Vu=21.18

B=0.30 H=0.50 L=4.48

Mu=-34.67

As=4.42

Mu=-34.02

As=4.42

Mu=6.93

As=4.42

Vu=10.80 Vu=-20.77 Vu=21.45

Page 68: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND)

DISEÑO DE VIGAS

B=0.30 H=0.50 L=4.40

Mu=-36.15

As=4.42

Mu=-42.72

As=4.42

Mu=8.54

As=4.42

Vu=13.01 Vu=-23.13 Vu=23.42

V-205B/N+8.90

B=0.40 H=0.50 L=4.40

Mu=-64.83

As=5.89

Mu=-50.83

As=5.89

Mu=15.10

As=5.89

Vu=20.92 Vu=-34.67 Vu=34.27

B=0.40 H=0.50 L=4.48

Mu=-51.53

As=5.89

Mu=-50.23

As=5.89

Mu=10.31

As=5.89

Vu=-16.71 Vu=-30.91 Vu=28.84

B=0.40 H=0.50 L=4.48

Mu=-48.93

As=5.89

Mu=-53.44

As=5.89

Mu=10.69

As=5.89

Vu=17.45 Vu=-28.34 Vu=31.65

B=0.40 H=0.50 L=4.40

Mu=-49.47

As=5.89

Mu=-65.37

As=5.89

Mu=13.46

As=5.89

Vu=20.89 Vu=-33.05 Vu=34.77

V-206B/N+8.90

B=0.40 H=0.50 L=4.40

Mu=-70.50

As=5.89

Mu=-61.43

As=5.89

Mu=14.10

As=5.89

Vu=24.26 Vu=-36.28 Vu=38.13

B=0.40 H=0.50 L=4.48

Mu=-53.27

As=5.89

Mu=-53.43

As=5.89

Mu=10.69

As=5.89

Vu=-17.26 Vu=-31.42 Vu=30.74

B=0.40 H=0.50 L=4.48

Mu=-53.62

As=5.89

Mu=-54.37

As=5.89

Mu=10.87

As=5.89

Vu=17.64 Vu=-30.77 Vu=31.84

B=0.40 H=0.50 L=4.40

Mu=-62.22

As=5.89

Mu=-67.51

As=5.89

Mu=15.09

As=5.89

Vu=-25.12 Vu=-39.00 Vu=35.39

Page 69: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND)

DISEÑO DE VIGAS

V-207B/N+8.90

B=0.30 H=0.50 L=4.40

Mu=-59.57

As=4.42

Mu=-47.08

As=4.42

Mu=11.91

As=4.42

Vu=-19.45 Vu=-29.86 Vu=27.74

B=0.30 H=0.50 L=4.48

Mu=-42.15

As=4.42

Mu=-44.18

As=4.42

Mu=8.84

As=4.42

Vu=14.50 Vu=-24.30 Vu=25.15

B=0.30 H=0.50 L=4.48

Mu=-44.50

As=4.42

Mu=-41.96

As=4.42

Mu=8.90

As=4.42

Vu=-14.59 Vu=-25.24 Vu=24.20

B=0.30 H=0.50 L=4.40

Mu=-48.19

As=4.42

Mu=-58.54

As=4.42

Mu=11.71

As=4.42

Vu=19.13 Vu=-28.60 Vu=29.54

Page 70: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND)

DISEÑO DE VIGAS

V-101B/N+4.45

B=0.40 H=0.50 L=4.37

Mu=-126.21

As=7.90

Mu=-145.29

As=9.17

Mu=48.43

As=5.89

Vu=40.16 Vu=-94.66 Vu=105.08

B=0.40 H=0.50 L=4.43

Mu=-130.38

As=8.17

Mu=-130.16

As=8.16

Mu=43.46

As=5.89

Vu=-32.09 Vu=-89.89 Vu=88.96

B=0.40 H=0.50 L=4.43

Mu=-139.29

As=12.70

Mu=-153.81

As=13.68

Mu=50.10

As=6.96

Vu=-32.95 Vu=-99.81 Vu=125.63

B=0.40 H=0.50 L=4.45

Mu=-147.84

As=12.87

Mu=-132.18

As=11.82

Mu=42.42

As=6.43

Vu=30.56 Vu=-121.46 Vu=97.42

B=0.40 H=0.50 L=4.48

Mu=-129.57

As=11.55

Mu=-148.97

As=12.85

Mu=46.69

As=6.36

Vu=-29.95 Vu=-96.83 Vu=145.43

B=0.40 H=0.50 L=4.45

Mu=-153.83

As=13.74

Mu=-144.56

As=13.11

Mu=48.13

As=7.05

Vu=34.43 Vu=-148.42 Vu=101.31

B=0.40 H=0.50 L=4.45

Mu=-144.86

As=12.91

Mu=-153.22

As=13.47

Mu=48.77

As=6.84

Vu=-34.71 Vu=-101.59 Vu=148.25

B=0.40 H=0.50 L=4.47

Mu=-147.51

As=12.89

Mu=-137.41

As=12.21

Mu=42.82

As=6.41

Vu=32.12 Vu=-143.64 Vu=98.99

B=0.50 H=0.50 L=4.45

Mu=-157.79

As=15.67

Mu=-181.71

As=17.27

Mu=57.58

As=9.50

Vu=-31.87 Vu=-169.33 Vu=172.89

B=0.40 H=0.50 L=4.43

Mu=-184.01

As=11.84

Mu=-157.46

As=10.00

Mu=59.05

As=5.89

Vu=38.84 Vu=-173.39 Vu=112.97

B=0.40 H=0.50 L=4.42

Mu=-156.06

As=13.62

Mu=-180.02

As=15.27

Mu=57.92

As=7.23

Vu=-38.11 Vu=-112.24 Vu=171.99

B=0.40 H=0.50 L=4.38

Mu=-189.67

As=14.74

Mu=-138.12

As=11.19

Mu=63.22

As=6.52

Vu=-36.27 Vu=-178.21 Vu=106.85

V-104B/N+4.45

B=0.40 H=0.50 L=4.37

Mu=-116.31

As=7.25

Mu=-131.28

As=8.23

Mu=46.51

As=5.89

Vu=34.65 Vu=-91.46 Vu=99.58

B=0.40 H=0.50 L=4.43

Mu=-103.29

As=6.40

Mu=-102.65

As=6.36

Mu=20.66

As=5.89

Vu=-27.82 Vu=-65.06 Vu=64.56

B=0.40 H=0.50 L=4.43

Mu=-124.62

As=7.79

Mu=-144.46

As=9.12

Mu=47.38

As=5.89

Vu=-27.82 Vu=-94.68 Vu=122.14

Page 71: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND)

DISEÑO DE VIGAS

B=0.40 H=0.50 L=4.45

Mu=-139.24

As=12.14

Mu=-124.28

As=11.14

Mu=40.39

As=6.17

Vu=27.32 Vu=-117.89 Vu=94.18

B=0.40 H=0.50 L=4.48

Mu=-121.61

As=10.85

Mu=-140.69

As=12.12

Mu=44.55

As=6.12

Vu=-26.89 Vu=-93.76 Vu=141.92

B=0.40 H=0.50 L=4.45

Mu=-145.51

As=9.19

Mu=-135.15

As=8.49

Mu=48.00

As=5.89

Vu=30.95 Vu=-144.72 Vu=97.83

B=0.40 H=0.50 L=4.45

Mu=-134.82

As=12.36

Mu=-143.94

As=12.97

Mu=47.98

As=6.79

Vu=-30.90 Vu=-97.78 Vu=144.21

B=0.40 H=0.50 L=4.47

Mu=-139.64

As=12.16

Mu=-129.28

As=11.47

Mu=41.13

As=6.12

Vu=28.84 Vu=-140.41 Vu=95.72

B=0.50 H=0.50 L=4.45

Mu=-148.61

As=14.93

Mu=-171.82

As=16.47

Mu=57.60

As=9.21

Vu=-27.92 Vu=-165.38 Vu=171.06

B=0.40 H=0.50 L=4.43

Mu=-173.43

As=15.09

Mu=-146.12

As=13.22

Mu=52.50

As=7.35

Vu=34.11 Vu=-169.22 Vu=108.24

B=0.40 H=0.50 L=4.42

Mu=-145.64

As=12.86

Mu=-170.37

As=14.55

Mu=52.67

As=6.99

Vu=-33.75 Vu=-107.89 Vu=168.19

B=0.40 H=0.50 L=4.38

Mu=-177.89

As=14.08

Mu=-125.32

As=10.51

Mu=59.30

As=6.54

Vu=-31.30 Vu=-173.28 Vu=101.61

V-110B/N+4.45

B=0.50 H=0.50 L=4.40

Mu=-218.19

As=18.42

Mu=-250.37

As=20.69

Mu=75.92

As=9.91

Vu=-59.26 Vu=-140.35 Vu=250.29

B=0.50 H=0.50 L=4.48

Mu=-236.52

As=20.01

Mu=-205.16

As=17.82

Mu=76.44

As=9.40

Vu=53.16 Vu=-243.23 Vu=137.58

B=0.50 H=0.50 L=4.48

Mu=-205.61

As=17.66

Mu=-236.71

As=19.83

Mu=76.76

As=9.23

Vu=-53.38 Vu=-137.81 Vu=243.33

B=0.50 H=0.50 L=4.40

Mu=-250.01

As=20.56

Mu=-218.60

As=18.34

Mu=75.72

As=9.79

Vu=59.33 Vu=-250.06 Vu=140.42

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Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE B, BOGOTÁ (CUND)

DISEÑO DE VIGAS

V-113B/N+4.45

B=0.30 H=0.50 L=2.30

Mu=-69.14

As=4.42

Mu=-0.00

As=4.42

Mu=0.00

As=4.42

Vu=-38.41 Vu=-76.82 Vu=0.00

V-114B/N+4.45

B=0.30 H=0.50 L=2.30

Mu=-0.00

As=4.42

Mu=-69.14

As=4.42

Mu=0.00

As=4.42

Vu=38.41 Vu=0.00 Vu=76.82

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Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE C, BOGOTÁ (CUND.)

DISEÑO DE COLUMNAS

Columnas F-1, F-5, F-6, F-8, F-9, D'-1, D'-5, D'-9, C'-1, C'-3, C'-5, C'-7, C'-9, C'-11, B'-1, B'-5, B'-9, A-1, A-5, A-6, A-8, A-9

Nivel H Libre Losa B H M1 M2 P V1 V2 Cuantia m/mr Rap Ras

N+8.90

3.95 .50 .45 .45

18.21

-24.37

35.69

-41.63

-47.56 11.76 16.99

12/#5 (1.2%)

12/#5 (1.2%)

0.24

0.28

0 0

N+4.45

4.00 .50 .45 .45

93.73

-109.22

41.59

-38.49

-177.29 45.10 34.70

12/#5 (1.2%)

12/#5 (1.2%)

0.56

0.60

0 0

1.20

Columnas F-13, D'-13, C'-13, B'-13

Nivel H Libre Losa B H M1 M2 P V1 V2 Cuantia m/mr Rap Ras

N+8.90

3.95 .50 .45 .45

2.26

18.89

53.48

-46.88

-47.38 12.65 21.65

12/#5 #6 (1.3%)

12/#5 #6 (1.3%)

0.28

0.26

0 0

N+4.45

4.00 .50 .45 .45

16.98

62.34

150.69

170.78

-165.62 45.73 75.90

12/#5 #6 (1.3%)

12/#5 #6 (1.3%)

0.74

0.94

0 0

1.20

Columnas D'-3, D'-7, D'-11, C'-2, C'-4, C'-6, C'-8, C'-10, C'-12, B'-3, B'-7, B'-2, D'-2

Nivel H Libre Losa B H M1 M2 P V1 V2 Cuantia m/mr Rap Ras

N+4.45

4.00 .50 .45 .45

-5.66

29.05

-91.84

95.36

-138.76 19.12 43.61

12/#5 (1.2%)

12/#5 (1.2%)

0.51

0.56

0 0

1.20

Columna B'-11

Nivel H Libre Losa B H M1 M2 P V1 V2 Cuantia m/mr Rap Ras

N+4.45

4.00 .50 .45 .45

10.76

31.43

187.44

191.01

-208.67 21.29 84.40

12/#5 #6 (1.3%)

12/#5 #6 (1.3%)

0.88

0.92

0 0

1.20

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Programa licenciado a DISEÑOS Y ESTRUCTURAS INGENIEROS CIVILES LTDA

PROYECTO: CAE - EL REDENTOR, BLOQUE C, BOGOTÁ (CUND.)

DISEÑO DE COLUMNAS

Columna A-13

Nivel H Libre Losa B H M1 M2 P V1 V2 Cuantia m/mr Rap Ras

N+8.90

3.95 .50 .45 .45

-20.23

27.70

-53.84

46.98

-80.44 12.89 21.73

12/#6 #5 (1.5%)

12/#6 #5 (1.5%)

0.28

0.28

0 0

N+4.45

4.00 .50 .45 .45

-66.39

67.68

-148.76

188.84

-310.71 46.04 75.01

12/#6 #5 (1.5%)

12/#6 #5 (1.5%)

0.77

0.96

0 0

1.20

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PROYECTO: CAE - EL REDENTOR, BLOQUE C, BOGOTÁ (CUND.)

DISEÑO DE COLUMNAS

Columnas F-2, F-3, F-4, F-7, F-10, F-11, F-12, A-2, A-3, A-4, A-7, A-10, A-12

Nivel H Libre Losa B H M1 M2 P V1 V2 Cuantia m/mr Rap Ras

N+8.90

3.95 .50 .50 .50

-43.35

-4.55

-3.97

-51.90

-56.14 16.15 12.42

16/#5 #4 (1.0%)

16/#5 #4 (1.0%)

0.21

0.25

0 0

N+4.45

4.00 .50 .50 .50

118.62

156.61

43.00

31.20

-177.71 63.58 47.04

16/#5 #4 (1.0%)

16/#5 #4 (1.0%)

0.55

0.69

0 0

1.20

Columna A-11

Nivel H Libre Losa B H M1 M2 P V1 V2 Cuantia m/mr Rap Ras

N+8.90

3.95 .50 .50 .50

-19.56

8.98

-117.98

216.90

-104.22 14.15 75.23

16/#5 #4 (1.0%)

16/#5 (1.3%)

0.55

0.87

0 0

N+4.45

4.00 .50 .50 .50

-118.18

86.53

-59.42

183.72

-407.81 60.78 63.18

16/#5 (1.3%)

16/#4 #5 (1.0%)

0.48

0.90

0 0

1.20

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6. DISEÑO DE ELEMENTOS METÁLICOS

DISEÑO DE ELEMENTOS METÁLICOS

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DISEÑO DE ELEMENTOS METÁLICOS AISC360-10 BLOQUE C

S T E E L C O D E P R E F E R E N C E S Steel Design Code : AISC360-10 Time History Type : Step-by-Step Frame Type : IMF Seismic Design Category : D Importance Factor : 1. System Rho : 1. System Sds : 0.5 System R : 8. System Omega0 : 3. System Cd : 5.5 Design Provision : LRFD Design Analysis Method : Direct Analysis Second Order Analysis Method : General 2nd Order Stiffness Reduction Method : Tau-b Fixed Phi(Bending) : 0.9 Phi(Compression) : 0.9 Phi(Tension-Yielding) : 0.9 Phi(Tension-Fracture) : 0.75 Phi(Shear) : 0.9 Phi(Shear Rolled I) : 1. Phi(Shear-Torsion) : 0.9 Ignore Seismic Code? : No Ignore Special Seismic Load? : No Is Doubler Plate Plug Welded? : Yes HSS Welding Type : ERW Reduce HSS Thickness? : No Consider Deflection? : Yes Deflection Check Type : Both DL Limit, L / : 120 Super DL+LL Limit, L / : 120 Live Load Limit, L / : 360 Total Load Limit, L / : 240 Total--Camber Limit, L/ : 240 DL Limit, abs : 0.0254 Super DL+LL Limit, abs : 0.0254 Live Load Limit, abs : 0.0254 Total Load Limit, abs : 0.0254 Total--Camber Limit, abs : 0.0254 Pattern Live Load Factor : 0.75 Stress Ratio Limit : 0.95 Maximum Auto Iteration : 1

ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 4, 2014 15:44 PAGE 1 C O L U M N S T E E L S T R E S S C H E C K O U T P U T (AISC360-10) STORY COLUMN SECTION /----------MOMENT INTERACTION CHECK---------//----SHEAR22---//----SHEAR33---/ LEVEL LINE ID COMBO RATIO = AXL + B33 + B22 COMBO RATIO COMBO RATIO N+17.00 C14 TEC1-150X150 COMDIS3 0.009 COMDIS10 0.002 COMDIS8(C) 0.797 = 0.685 + 0.067 + 0.045 COMDIS11(T) 0.079 = 0.005 + 0.038 + 0.036 N+17.00 C16 TEC1-150X150 COMDIS3 0.012 COMDIS10 0.003 COMDIS8(C) 0.797 = 0.762 + 0.031 + 0.004 COMDIS11(T) 0.096 = 0.006 + 0.040 + 0.050 N+17.00 C18-1 TEC1-150X150 COMDIS8 0.019 COMDIS3 0.006 COMDIS9(C) 0.296 = 0.264 + 0.030 + 0.002 COMDIS11(T) 0.065 = 0.001 + 0.061 + 0.003 N+17.00 C20-1 TEC1-150X150 COMDIS3 0.013 COMDIS4 0.024 COMDIS9(C) 0.433 = 0.353 + 0.069 + 0.011 N+17.00 C21-1 TEC1-150X150 COMDIS3 0.008 COMDIS8 0.027 COMDIS9(C) 0.782 = 0.749 + 0.029 + 0.005 COMDIS10(T) 0.040 = 0.001 + 0.028 + 0.012 N+17.00 C23-1 TER3-200X400 COMDIS3 0.018 COMDIS8 0.030 COMDIS9(C) 0.427 = 0.332 + 0.000 + 0.095 COMDIS10(T) 0.084 = 0.000 + 0.001 + 0.082 N+17.00 C25-1 TEC1-150X150 COMDIS3 0.009 COMDIS9 0.003 COMDIS9(C) 0.824 = 0.811 + 0.011 + 0.001 COMDIS10(T) 0.033 = 0.002 + 0.025 + 0.007 N+17.00 C27-1 TER3-200X400 COMDIS3 0.011 COMDIS10 0.008 COMDIS3(C) 0.159 = 0.028 + 0.112 + 0.019 N+17.00 C29-1 TEC1-150X150 COMDIS3 0.006 COMDIS4 0.001

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COMDIS9(C) 0.298 = 0.296 + 0.000 + 0.002 N+17.00 C31-1 TER3-200X400 COMDIS3 0.016 COMDIS11 0.008 COMDIS3(C) 0.228 = 0.028 + 0.167 + 0.033 N+17.00 C33-1 TEC1-150X150 COMDIS3 0.006 COMDIS6 0.001 COMDIS9(C) 0.252 = 0.238 + 0.012 + 0.002 N+17.00 C34-1 TEC1-150X150 COMDIS3 0.006 COMDIS8 0.001 COMDIS3(C) 0.137 = 0.022 + 0.111 + 0.004 N+17.00 C36-1 TEC1-150X150 COMDIS9 0.019 COMDIS9 0.006 COMDIS3(C) 0.216 = 0.035 + 0.170 + 0.011 COMDIS9(T) 0.052 = 0.002 + 0.040 + 0.010 N+17.00 C38-1 TEC1-150X150 COMDIS9 0.019 COMDIS3 0.004 COMDIS8(C) 0.299 = 0.265 + 0.031 + 0.003 COMDIS10(T) 0.065 = 0.001 + 0.061 + 0.003 N+17.00 C40-1 TEC1-150X150 COMDIS5 0.003 COMDIS10 0.001 COMDIS3(C) 0.056 = 0.009 + 0.041 + 0.006 ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 4, 2014 15:44 PAGE 2 C O L U M N S P E C I A L S E I S M I C R E Q U I R E M E N T S (AISC360-10) STORY COLUMN SECTION SECTION /--CONTN. PLATE--//-DOUBLER PLATE--//---B/C RATIOS---/ LEVEL LINE ID CLASS COMBO AREA COMBO THICK MAJOR MINOR N+17.00 C14 TEC1-150X150 Compact N+17.00 C16 TEC1-150X150 Compact N+17.00 C18-1 TEC1-150X150 Compact N+17.00 C20-1 TEC1-150X150 Compact N+17.00 C21-1 TEC1-150X150 Compact N+17.00 C23-1 TER3-200X400 Slender N+17.00 C25-1 TEC1-150X150 Compact N+17.00 C27-1 TER3-200X400 Slender N+17.00 C29-1 TEC1-150X150 Compact N+17.00 C31-1 TER3-200X400 Slender N+17.00 C33-1 TEC1-150X150 Compact N+17.00 C34-1 TEC1-150X150 Compact N+17.00 C36-1 TEC1-150X150 Compact N+17.00 C38-1 TEC1-150X150 Compact N+17.00 C40-1 TEC1-150X150 Compact ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 4, 2014 15:44 PAGE 3 B E A M S T E E L S T R E S S C H E C K O U T P U T (AISC360-10) STORY BEAM SECTION /----------MOMENT INTERACTION CHECK---------//----SHEAR22---//----SHEAR33---/ LEVEL BAY ID COMBO RATIO = AXL + B33 + B22 COMBO RATIO COMBO RATIO N+17.00 B14 TER1-150X250 COMDIS9 0.024 COMDIS3 0.003 COMDIS3(C) 0.339 = 0.005 + 0.273 + 0.061 N+17.00 B15 TER1-150X250 COMDIS9 0.024 COMDIS3 0.003 COMDIS3(C) 0.338 = 0.006 + 0.271 + 0.062 COMDIS11(T) 0.155 = 0.000 + 0.130 + 0.025 N+17.00 B23 TER1-150X250 COMDIS8 0.023 COMDIS3 0.010 COMDIS3(C) 0.117 = 0.002 + 0.013 + 0.102 COMDIS11(T) 0.042 = 0.002 + 0.027 + 0.013 N+17.00 B24 TER2-200X400 COMDIS9 0.043 COMDIS3 0.013 COMDIS3(C) 0.160 = 0.003 + 0.058 + 0.099 N+17.00 B25 TER1-150X250 COMDIS8 0.022 COMDIS3 0.010 COMDIS3(C) 0.117 = 0.003 + 0.014 + 0.101 COMDIS11(T) 0.046 = 0.002 + 0.015 + 0.030 N+17.00 B26 TER1-150X250 COMDIS8 0.024 COMDIS3 0.003 COMDIS3(C) 0.272 = 0.004 + 0.208 + 0.059 N+17.00 B27 TER1-150X250 COMDIS8 0.024 COMDIS3 0.003 COMDIS3(C) 0.269 = 0.005 + 0.205 + 0.059 N+17.00 B28 TER1-150X250 COMDIS9 0.025 COMDIS3 0.002 COMDIS3(C) 0.310 = 0.004 + 0.263 + 0.042 COMDIS11(T) 0.161 = 0.000 + 0.136 + 0.025 N+17.00 B29 TER1-150X250 COMDIS9 0.025 COMDIS3 0.002 COMDIS3(C) 0.321 = 0.007 + 0.267 + 0.047 N+17.00 B31 TER1-150X250 COMDIS10 0.055 COMDIS3 0.007 COMDIS8(C) 0.290 = 0.008 + 0.253 + 0.029 N+17.00 B32 TER2-200X400 COMDIS8 0.018 COMDIS3 0.006 COMDIS3(C) 0.105 = 0.004 + 0.030 + 0.071 N+17.00 B33 TER1-150X250 COMDIS10 0.046 COMDIS3 0.008 COMDIS8(C) 0.295 = 0.010 + 0.257 + 0.028 N+17.00 B41 TER1-150X250 COMDIS9 0.026 COMDIS3 0.003 COMDIS3(C) 0.326 = 0.006 + 0.251 + 0.068 COMDIS10(T) 0.165 = 0.000 + 0.133 + 0.032 N+17.00 B42 TER1-150X250 COMDIS9 0.026 COMDIS3 0.004 COMDIS3(C) 0.342 = 0.007 + 0.258 + 0.077 COMDIS10(T) 0.164 = 0.000 + 0.135 + 0.029 N+17.00 B69 TER1-150X250 COMDIS9 0.024 COMDIS3 0.003 COMDIS3(C) 0.232 = 0.014 + 0.164 + 0.054 N+17.00 B70 TER1-150X250 COMDIS9 0.024 COMDIS3 0.002 COMDIS3(C) 0.216 = 0.007 + 0.164 + 0.046

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N+17.00 B71 TER1-150X250 COMDIS9 0.024 COMDIS3 0.011 COMDIS3(C) 0.133 = 0.003 + 0.016 + 0.115 COMDIS10(T) 0.039 = 0.001 + 0.012 + 0.026 N+17.00 B72 TER2-200X400 COMDIS8 0.044 COMDIS3 0.010 COMDIS8(C) 0.161 = 0.004 + 0.156 + 0.001 N+17.00 B73 TER1-150X250 COMDIS9 0.023 COMDIS3 0.009 COMDIS11(C) 0.102 = 0.006 + 0.079 + 0.017 COMDIS10(T) 0.042 = 0.002 + 0.028 + 0.012 N+17.00 B81 TER1-150X250 COMDIS8 0.024 COMDIS3 0.002 COMDIS3(C) 0.260 = 0.007 + 0.206 + 0.047 N+17.00 B82 TER1-150X250 COMDIS8 0.024 COMDIS3 0.002 COMDIS3(C) 0.258 = 0.004 + 0.204 + 0.049 ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 4, 2014 15:44 PAGE 5 B R A C E S T E E L S T R E S S C H E C K O U T P U T (AISC360-10) STORY BRACE SECTION /----------MOMENT INTERACTION CHECK---------//----SHEAR22---//----SHEAR33---/ LEVEL BAY ID COMBO RATIO = AXL + B33 + B22 COMBO RATIO COMBO RATIO N+17.00 D1 TER1-150X250 COMDIS10 0.022 COMDIS3 0.021 COMDIS3(C) 0.334 = 0.022 + 0.019 + 0.293 N+17.00 D2 TER2-200X400 COMDIS10 0.015 COMDIS3 0.028 COMDIS3(C) 0.312 = 0.015 + 0.030 + 0.267 N+17.00 D3 TER1-150X250 COMDIS10 0.022 COMDIS3 0.021 COMDIS3(C) 0.333 = 0.022 + 0.019 + 0.293 N+17.00 D4 TER1-150X250 COMDIS8 0.045 COMDIS3 0.009 COMDIS8(C) 0.464 = 0.091 + 0.345 + 0.028 COMDIS8(T) 0.303 = 0.001 + 0.241 + 0.061 N+17.00 D5 TER2-200X400 COMDIS8 0.037 COMDIS3 0.014 COMDIS3(C) 0.296 = 0.026 + 0.072 + 0.198 N+17.00 D6 TER1-150X250 COMDIS8 0.045 COMDIS3 0.009 COMDIS8(C) 0.539 = 0.205 + 0.305 + 0.028 COMDIS10(T) 0.266 = 0.003 + 0.223 + 0.040 N+17.00 D7 TER1-150X250 COMDIS8 0.040 COMDIS3 0.002 COMDIS9(C) 0.612 = 0.513 + 0.089 + 0.010 COMDIS10(T) 0.158 = 0.005 + 0.152 + 0.000 N+17.00 D8 TER1-150X250 COMDIS8 0.039 COMDIS3 0.003 COMDIS9(C) 0.450 = 0.348 + 0.093 + 0.010 COMDIS8(T) 0.171 = 0.003 + 0.162 + 0.006 N+17.00 D9 TER1-150X250 COMDIS9 0.042 COMDIS3 0.024 COMDIS8(C) 0.341 = 0.222 + 0.077 + 0.042 N+17.00 D10 TER1-150X250 COMDIS9 0.036 COMDIS3 0.021 COMDIS8(C) 0.326 = 0.206 + 0.075 + 0.044 N+17.00 D11 TER2-200X400 COMDIS8 0.057 COMDIS3 0.002 COMDIS9(C) 0.304 = 0.084 + 0.218 + 0.002 COMDIS8(T) 0.344 = 0.001 + 0.342 + 0.001 N+17.00 D12 TER2-200X400 COMDIS9 0.054 COMDIS3 0.014 COMDIS9(C) 0.358 = 0.061 + 0.297 + 0.000 N+17.00 D13 TER1-150X250 COMDIS8 0.039 COMDIS3 0.003 COMDIS9(C) 0.587 = 0.486 + 0.095 + 0.006 COMDIS10(T) 0.125 = 0.002 + 0.116 + 0.007 N+17.00 D14 TER1-150X250 COMDIS8 0.039 COMDIS3 0.001 COMDIS9(C) 0.417 = 0.312 + 0.092 + 0.012 COMDIS8(T) 0.164 = 0.002 + 0.160 + 0.003 N+17.00 D15 TER1-150X250 COMDIS9 0.040 COMDIS10 0.020 COMDIS9(C) 0.432 = 0.235 + 0.048 + 0.148 COMDIS9(T) 0.160 = 0.001 + 0.145 + 0.014 N+17.00 D16 TER1-150X250 COMDIS9 0.039 COMDIS4 0.024 COMDIS8(C) 0.346 = 0.246 + 0.093 + 0.007 COMDIS9(T) 0.160 = 0.001 + 0.140 + 0.018 N+17.00 D17 TER1-150X250 kl/r > 200 COMDIS9 0.033 COMDIS3 0.013 COMDIS9(C) 0.407 = 0.242 + 0.136 + 0.029 N+17.00 D18 TER2-200X400 COMDIS9 0.036 COMDIS3 0.019 COMDIS9(C) 0.284 = 0.067 + 0.217 + 0.001 N+17.00 D19 TER1-150X250 COMDIS9 0.030 COMDIS3 0.021 COMDIS9(C) 0.393 = 0.260 + 0.101 + 0.033 N+17.00 D20 TER1-150X250 COMDIS8 0.030 COMDIS3 0.003 COMDIS9(C) 0.542 = 0.457 + 0.068 + 0.016 N+17.00 D21 TER1-150X250 COMDIS9 0.027 COMDIS3 0.011 COMDIS8(C) 0.281 = 0.262 + 0.007 + 0.012 N+17.00 D22 TER1-150X250 COMDIS9 0.040 COMDIS8 0.027 COMDIS8(C) 0.416 = 0.305 + 0.105 + 0.006 COMDIS11(T) 0.148 = 0.002 + 0.145 + 0.001 N+17.00 D23 TER1-150X250 COMDIS8 0.040 COMDIS11 0.020 COMDIS8(C) 0.433 = 0.236 + 0.049 + 0.149 COMDIS8(T) 0.160 = 0.001 + 0.145 + 0.014 N+17.00 D24 TER1-150X250 COMDIS9 0.039 COMDIS3 0.002 COMDIS8(C) 0.417 = 0.313 + 0.093 + 0.012 COMDIS9(T) 0.165 = 0.002 + 0.159 + 0.004 N+17.00 D25 TER1-150X250 COMDIS9 0.039 COMDIS3 0.001 COMDIS8(C) 0.365 = 0.275 + 0.088 + 0.001 COMDIS9(T) 0.176 = 0.003 + 0.164 + 0.009 N+17.00 D26 TER2-200X400 COMDIS8 0.054 COMDIS3 0.009 COMDIS8(C) 0.361 = 0.061 + 0.299 + 0.001 N+17.00 D27 TER1-150X250 COMDIS8 0.025 COMDIS11 0.020

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL REDENTOR, BOGOTÁ (CUNDINAMARCA) DISEÑO DE ELEMENTOS METÁLICOS

COMDIS8(C) 0.390 = 0.226 + 0.051 + 0.113 COMDIS8(T) 0.101 = 0.001 + 0.083 + 0.016 N+17.00 D28 TER1-150X250 COMDIS9 0.028 COMDIS3 0.004 COMDIS8(C) 0.604 = 0.505 + 0.061 + 0.037 N+17.00 D29 TER2-200X400 COMDIS9 0.056 COMDIS8 0.030 COMDIS8(C) 0.480 = 0.235 + 0.243 + 0.003 COMDIS9(T) 0.326 = 0.001 + 0.324 + 0.001 N+17.00 D30 TER2-200X400 COMDIS9 0.057 COMDIS3 0.003 COMDIS4(C) 0.318 = 0.068 + 0.243 + 0.008 COMDIS9(T) 0.342 = 0.001 + 0.341 + 0.000 N+17.00 D31 TER1-150X250 COMDIS8 0.040 COMDIS3 0.024 COMDIS9(C) 0.332 = 0.223 + 0.065 + 0.044 N+17.00 D32 TER1-150X250 COMDIS8 0.042 COMDIS3 0.016 COMDIS9(C) 0.343 = 0.223 + 0.077 + 0.043 N+17.00 D33 TER1-150X250 COMDIS9 0.039 COMDIS3 0.003 COMDIS8(C) 0.442 = 0.345 + 0.093 + 0.004 COMDIS9(T) 0.197 = 0.001 + 0.189 + 0.007 N+17.00 D34 TER1-150X250 COMDIS9 0.039 COMDIS3 0.005 COMDIS8(C) 0.689 = 0.560 + 0.105 + 0.024 COMDIS11(T) 0.149 = 0.001 + 0.139 + 0.010 N+17.00 D35 TER1-150X250 COMDIS9 0.039 COMDIS3 0.002 COMDIS8(C) 0.451 = 0.347 + 0.092 + 0.013 COMDIS9(T) 0.171 = 0.003 + 0.162 + 0.006 N+17.00 D36 TER1-150X250 COMDIS9 0.038 COMDIS3 0.003 COMDIS8(C) 0.393 = 0.305 + 0.087 + 0.001 COMDIS9(T) 0.163 = 0.004 + 0.159 + 0.000 N+17.00 D37 TER1-150X250 COMDIS11 0.022 COMDIS3 0.014 COMDIS3(C) 0.229 = 0.021 + 0.016 + 0.192 N+17.00 D38 TER2-200X400 COMDIS11 0.016 COMDIS3 0.017 COMDIS3(C) 0.202 = 0.015 + 0.018 + 0.168 N+17.00 D39 TER1-150X250 COMDIS11 0.022 COMDIS3 0.014 COMDIS3(C) 0.234 = 0.021 + 0.020 + 0.194 :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::

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7. DISEÑO DE ELEMENTOS COMPLEMENTARIOS

DISEÑO DE ELEMENTOS COMPLEMENTARIOS

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR

BOGOTÁ (CUNDINAMARCA)

DISEÑO DE ESCALERA

Diseño Tramos Inclinados

El diseño se realiza para el tramo inclinado de la escalera mas largo.

Geometría de la losa

l1 = 4.60 m fy = 420 MPa

H = 2.25 m f'c = 21.1 MPa

c = 17.3 cm h = 29 cm

Espesor escogido: 15 cm

Pendiente a = h/l1 : 26.065 °

Cargas

Peso propio de la losa 0.15x100x24/cos26.06° kN/m²

Peso propio de peldaños 1/2x(0.173x0.30)/0.30x24 kN/m²

Acabado peldaños 0.04x(0.173+0.30)/0.30x22 kN/m²

Afinado Inferior 0.02x22/cos26.06° kN/m²

Sobrecarga kN/m²

kN/m²

CU = 15.08 kN/m²

Diseño Tramo Inclinado

Momentos en tramo A-B. M= kN-m

Cuantía: 0.0072 Asmín = 2.4 cm²/m

As 10.81 cm²/m Colocar 1#5 c/.18 longitudinalmenteColocar 1#3 c/.20 transversalmente

0.49

5.00

15.08

39.89

DISEÑO DE ESCALERA

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C,

BOGOTÁ (CUNDINAMARCA)

ESCALERA TIPO 1

4.01

0.00

1.40

A

e1

l1

H

h

c e2

B

a

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR

BOGOTÁ (CUNDINAMARCA)

DISEÑO DE ESCALERA

Diseño Tramos Inclinados

El diseño se realiza para el tramo inclinado de la escalera mas largo.

Geometría de la losa

l1 = 3.40 m fy = 420 MPa

H = 1.56 m f'c = 21.1 MPa

c = 17.3 cm h = 30 cm

Espesor escogido: 15 cm

Pendiente a = h/l1 : 29.971 °

Cargas

Peso propio de la losa 0.15x100x24/cos29.97° kN/m²

Peso propio de peldaños 1/2x(0.173x0.30)/0.30x24 kN/m²

Acabado peldaños 0.04x(0.173+0.30)/0.30x22 kN/m²

Afinado Inferior 0.02x22/cos29.97° kN/m²

Sobrecarga kN/m²

kN/m²

CU = 15.26 kN/m²

Diseño Tramo Inclinado

Momentos en tramo A-B. M= kN-m

Cuantía: 0.0038 Asmín = 2.4 cm²/m

As 5.73 cm²/m Colocar 1#4 c/.20 longitudinalmenteColocar 1#3 c/.20 transversalmente

15.26

22.05

ESCALERA TIPO 2

4.16

0.00

1.39

0.51

5.00

A

e1 l1

H

h

c e2

B

a

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DISEÑO DE TORTA PLACA ALIGERADA

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

El diseño de la placa maciza se realiza de acuerdo con lo establecido en C.13.9 de las NSR - 10

Geometría de la losa

la = 0.93 m fy = 420 MPalb = 0.93 m f'c = 21.1 MPa

1.00

h = l/36 = 26 mm

Espesor escogido: 0.05 m

Cargas

Peso propio de la losa 0.05x24 kN/m²Acabados 0.05x22 kN/m²Carga Muerta adicional 0.00 kN/m²Carga Muerta Total kN/m²Carga Viva 5.00 kN/m²Carga Última kN/m²

2

DISEÑO A MOMENTO FLECTOR

Coeficientes para momento positivo por carga muerta y viva:

CaD = 0.018CbD = 0.018CaV = 0.027CbV = 0.027

Mua = 0.16 kN.m Cuantía: 0.0020 As = 1.00 cm²/mMub = 0.16 kN.m Cuantía: 0.0020 As = 1.00 cm²/m

Coeficientes para momento negativo por carga última:

Ca = 0.045 Mua = 0.44 kN.m Cuantía: 0.0027 As = 1.36 cm²/mCb = 0.045 Mub = 0.44 kN.m Cuantía: 0.0027 As = 1.36 cm²/m

1.20

2.80

1.10

5.0011.36

0.50

Tipo de soporte CASO Nº

TIPO 1

DISEÑO DE TORTA PLACA ALIGERADAPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

Relación m =

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DISEÑO DE TORTA PLACA ALIGERADA

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

Distribución de refuerzo:

Colocar 1malla Φ5.50mm c/.15 Transversal y longitudinalmente.

REVISIÓN A CORTANTE

Coeficientes de relación de carga en las dos direcciones para cortante:

Wa = 0.50Wb = 0.50

c = 0.574 MPaua = 0.053 MPa OKub = 0.053 MPa OK

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DISEÑO DE UNIONES DE ELEMENTOS METÁLICOS-CONCRETO - T1

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

M= 44.29 kN.mP= 147.73 kN H= 0.40 m.

B= 0.20 m.

f'c= 21000 kN/m2

fy= 253000 kN/m2 platina

fy= 253000 kN/m2 pernosex= 0.300 m

1. DIMENSIONAMIENTO EN PLANTA DE LA PLATINA

L2

min

max

f'c >= Esfuerzo sobre la platina h

L1(asumido)= 0.45 m.

h = P / L2 = L2(asumido)= 0.45 m.

min = -984.00741 kN/m OK. med = 357.451029max = 1640.5852 kN/m OK.

2. ESPESOR DE LA PLATINADatos del perfil:

d1

H= 0.4000 mB= 0.2000 m

d1 = 0.025 m

d2 = 0.145 m

d2 B

M1= 0.38 kN.m V= 39.192 kN

M2= 3.45 kN.m V= 47.60188889 kN

M diseño = 3.45 kN.m

e

erequerido = 0.90 cm

ecolocado = 1.30 cm

L1

H

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

DISEÑO DE UNIONES DE ELEMENTOS METÁLICOS-CONCRETO - T1

CARGASDATOS DEL PERFIL

MATERIALES

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Colocar una platina de 450x450x1/2" A36

Page 88: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

3. DISEÑO DE PERNOS

Lmin

max

TCalculando momentos respecto al ala derecha del perfil:

T= -23.89 kN

Area req. = 1.679 cm2

Colocar 3 pernos diametro 1/2" en cada lado

L

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DISEÑO DE UNIONES DE ELEMENTOS METÁLICOS-CONCRETO - T2

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

M= 2.062 kN.mP= 76.167 kN H= 0.15 m.

B= 0.15 m.

f'c= 21000 kN/m2

fy= 253000 kN/m2 platina

fy= 253000 kN/m2 pernosex= 0.027 m

1. DIMENSIONAMIENTO EN PLANTA DE LA PLATINA

L2

min

max

f'c >= Esfuerzo sobre la platina h

L1(asumido)= 0.30 m.

h = P / L2 = L2(asumido)= 0.30 m.

min = 116.42333 kN/m OK. med = 259.045max = 391.35667 kN/m OK.

2. ESPESOR DE LA PLATINADatos del perfil:

d1

H= 0.1500 mB= 0.1500 m

d1 = 0.075 m

d2 = 0.090 m

d2 B

M1= 0.98 kN.m V= 26.774 kN

M2= 1.03 kN.m V= 22.8501 kN

M diseño = 1.03 kN.m

e

erequerido = 0.49 cm

ecolocado = 1.30 cm

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

DISEÑO DE UNIONES DE ELEMENTOS METÁLICOS-CONCRETO - T2

CARGASDATOS DEL PERFIL

MATERIALES

L1

H

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Colocar una platina de 300x300x1/2" A36

Page 91: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

3. DISEÑO DE PERNOS

Lmin

max

TCalculando momentos respecto al ala derecha del perfil:

T= 28.24 kN

Area req. = 1.984 cm2

Colocar 2 pernos diametro 1/2" en cada lado

L

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DISEÑO DE MÉNSULA TIPO M1PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

Geometría de la ménsula

B = 0.50 m fy = 420 MPaA = 0.30 m f'c = 21.1 MPaAncho: 0.50 m h = 0.5 md = 0.45 mx = 0.15 m

Pu : 159.01 kNNu : 31.802 kN

Avf: 3.18 cm²

Mu: 25.44 kN-m

Cuantía: 0.0020Af 4.50 cm²An 0.89 cm² Asmin 4.52 cm²

As 5.39 cm² > As 3.01 cm²As escojido 5.39 cm² 3#5 Arriba

Ah 2.25 cm² > Ah 1.06 cm²Ah escojido 2.25 cm² 3 Flejes #3 c/.15 repartidos en 2/3 de la altura efectiva

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

DISEÑO DE MÉNSULA TIPO M1

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DISEÑO DE MÉNSULA TIPO M1PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

Geometría de la ménsula

B = 0.50 m fy = 420 MPaA = 0.75 m f'c = 21.1 MPaAncho: 0.50 m h = 0.5 md = 0.45 mx = 0.50 m

Pu : 159.01 kNNu : 31.802 kN

Avf: 3.18 cm²

Mu: 81.10 kN-m

Cuantía: 0.0020Af 4.50 cm²An 0.89 cm² Asmin 4.52 cm²

As 5.39 cm² > As 3.01 cm²As escojido 5.39 cm² 3#5 Arriba

Ah 2.25 cm² > Ah 1.06 cm²Ah escojido 2.25 cm² 3 Flejes #3 c/.15 repartidos en 2/3 de la altura efectiva

DISEÑO DE MÉNSULA TIPO M2PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BOGOTÁ

(CUNDINAMARCA)

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PROGRAMA DE DISEÑO Y CALCULO ESTRUCTURAL ARQUIMET 2.0

Proyecto: ________________________ Fecha: ______________________

Ingeniero:________________________ Firma: ______________________

Elementos calculados con el programa de diseño Arquimet 2.0 de ACESCO

REPORTE DE CORREAS PHR C con atiesador 220 x 80 x 20 (3.00 mm)

con Fy = 35.15 Kgf/mm² cada 1.32 m con arriostramiento cada L/5.

SECCION LONGITUDINAL

A1 L1 A2 L2 A3

L1 9.75 m

L2 9.68 m

A1 0.10 m

A2 0.10 m

A3 0.10 m

CONFIGURACION

TIPO DE CARGA DISTRIBUIDA

Carga muerta 0.30 KN/m²

Peso propio correa 0.09 KN/m

Carga viva 0.35 KN/m²

Carga granizo 0.50 KN/m²

Viento compresión (Perpendicular) 0.52 KN/m²

Viento succión (Perpendicular) 0.52 KN/m²

Pendiente sección transversal 36° = 72.6540%

SECCION TRANSVERSAL

L = 1.32 m

Norma: Reglamento Colombiano NSR - 10. Pag. 1

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PROGRAMA DE DISEÑO Y CALCULO ESTRUCTURAL ARQUIMET 2.0

Proyecto: ________________________ Fecha: ______________________

Ingeniero:________________________ Firma: ______________________

Elementos calculados con el programa de diseño Arquimet 2.0 de ACESCO

REPORTES DE DISEÑO

REPORTE FLEXION

Apoyos Interiores

Ejes locales 3 2 3 2

Resistente (KN.m) 24.5450 5.0300 21.9499 4.9058

Calculado (KN.m) 20.0644 0.3099 20.0644 0.3948

REPORTE CORTANTE

Ejes locales 2 3

Resistente (KN) 99.2653 73.0982

Calculado (KN) 10.1897 0.9379

REPORTE DEFLEXION

Deflexiones máximas Instantanea Permanente

Admisible (m) 0.0365 0.0547

Calculado (m) 0.0109 0.0225

REPORTE ARRUGAMIENTO

No. de Apoyo 0

Resistencia máxima (Kgf) 6.1730

Arrugamiento (Kgf) 20.1057

Norma: Reglamento Colombiano NSR - 10. Pag. 2

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PROGRAMA DE DISEÑO Y CALCULO ESTRUCTURAL ARQUIMET 2.0

Proyecto: ________________________ Fecha: ______________________

Ingeniero:________________________ Firma: ______________________

Elementos calculados con el programa de diseño Arquimet 2.0 de ACESCO

COMBINACIONES DE CARGA

No Muerta Viva Granizo Viento compresión Viento succión

1 1.4000 0.0000 0.0000 0.0000 0.0000

2 1.2000 0.5000 0.0000 0.0000 0.0000

3 1.2000 0.0000 0.5000 0.0000 0.0000

4 1.2000 1.6000 0.0000 0.5000 0.0000

5 1.2000 0.0000 1.6000 0.5000 0.0000

6 1.2000 1.6000 0.0000 0.0000 0.5000

7 1.2000 0.0000 1.6000 0.0000 0.5000

8 1.2000 0.5000 0.0000 0.0000 1.0000

9 1.2000 0.0000 0.5000 0.0000 1.0000

10 1.2000 0.5000 0.0000 1.0000 0.0000

11 1.2000 0.0000 0.5000 1.0000 0.0000

12 0.9000 0.0000 0.0000 0.0000 1.0000

13 0.9000 0.0000 0.0000 1.0000 0.0000

Norma: Reglamento Colombiano NSR - 10. Pag. 3

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PROGRAMA DE DISEÑO Y CALCULO ESTRUCTURAL ARQUIMET 2.0

Proyecto: ________________________ Fecha: ______________________

Ingeniero:________________________ Firma: ______________________

Elementos calculados con el programa de diseño Arquimet 2.0 de ACESCOREACCIONES - EJES GLOBALES (KN-m)

APOYO 1Combinacion Rx Ry

Muerta 0.0000 1.3145

Viva de Cub. 0.0000 1.2390

Granizo 0.0000 1.7700

Viento Comp. -1.4884 2.0486

Viento Succion 1.4884 -2.0486

Comb. 1 -0.9512 1.8402

Comb. 2 -1.1355 2.1969

Comb. 3 -1.2728 2.4624

Comb. 4 -2.5842 4.5841

Comb. 5 -3.0233 5.4337

Comb. 6 -2.5842 4.5841

Comb. 7 -3.0233 5.4337

Comb. 8 -2.6239 4.2454

Comb. 9 -2.7611 4.5109

Comb. 10 -2.6239 4.2454

Comb. 11 -2.7611 4.5109

Comb. 12 -2.0998 3.2316

Comb. 13 -2.0998 3.2316

APOYO 2Combinacion Rx Ry

Muerta 0.0000 4.2514

Viva de Cub. 0.0000 4.0074

Granizo 0.0000 5.7249

Viento Comp. -4.9299 6.7855

Viento Succion 4.9299 -6.7855

Comb. 1 -3.3483 5.9519

Comb. 2 -3.9972 7.1054

Comb. 3 -4.4803 7.9641

Comb. 4 -8.9420 14.9063

Comb. 5 -10.4879 17.6542

Comb. 6 -8.9420 14.9063

Comb. 7 -10.4879 17.6542

Comb. 8 -8.9271 13.8909

Comb. 9 -9.4102 14.7496

Comb. 10 -8.9271 13.8909

Comb. 11 -9.4102 14.7496

Comb. 12 -7.0824 10.6117

Comb. 13 -7.0824 10.6117

APOYO 3Combinacion Rx Ry

Muerta 0.0000 1.2985

Viva de Cub. 0.0000 1.2240

Granizo 0.0000 1.7485

Viento Comp. -1.4695 2.0226

Viento Succion 1.4695 -2.0226

Comb. 1 -0.9379 1.8179

Comb. 2 -1.1196 2.1702

Comb. 3 -1.2550 2.4324

Comb. 4 -2.5490 4.5278

Comb. 5 -2.9820 5.3671

Comb. 6 -2.5490 4.5278

Comb. 7 -2.9820 5.3671

Comb. 8 -2.5892 4.1928

Comb. 9 -2.7245 4.4551

Comb. 10 -2.5892 4.1928

Comb. 11 -2.7245 4.4551

Comb. 12 -2.0724 3.1913

Comb. 13 -2.0724 3.1913

Norma: Reglamento Colombiano NSR - 10. Pag. 4

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PROGRAMA DE DISEÑO Y CALCULO ESTRUCTURAL ARQUIMET 2.0

Proyecto: ________________________ Fecha: ______________________

Ingeniero:________________________ Firma: ______________________

Elementos calculados con el programa de diseño Arquimet 2.0 de ACESCOFUERZAS INTERNAS - EJES LOCALES (KN-m)

APOYO 1Combinacion R2 R3 M2 M3

Muerta 0.2230 1.4628 -9.5768E-09 1.3599E-06

Viva de Cub. 0.2102 1.3788 0.0000 2.4612E-06

Granizo 0.3002 1.9698 -9.5768E-09 -1.4748E-06

Viento Comp. 0.0000 2.5321 0.0000 1.0151E-06

Viento Succion 0.0000 2.5321 0.0000 1.0151E-06

Comb. 1 0.3121 2.0479 -1.3408E-08 1.9039E-06

Comb. 2 0.3726 2.4447 -1.1492E-08 2.8625E-06

Comb. 3 0.4177 2.7402 -1.6281E-08 8.9447E-07

Comb. 4 0.6038 5.2275 -1.1492E-08 6.0774E-06

Comb. 5 0.7479 6.1730 -2.6815E-08 -2.2027E-07

Comb. 6 0.6038 5.2275 -1.1492E-08 6.0774E-06

Comb. 7 0.7479 6.1730 -2.6815E-08 -2.2027E-07

Comb. 8 0.3726 4.9769 -1.1492E-08 3.8776E-06

Comb. 9 0.4177 5.2724 -1.6281E-08 1.9096E-06

Comb. 10 0.3726 4.9769 -1.1492E-08 3.8776E-06

Comb. 11 0.4177 5.2724 -1.6281E-08 1.9096E-06

Comb. 12 0.2007 3.8486 -8.6191E-09 2.2391E-06

Comb. 13 0.2007 3.8486 -8.6191E-09 2.2391E-06

APOYO 2Combinacion R2 R3 M2 M3

Muerta 0.5640 4.8452 0.0924 -4.7545

Viva de Cub. 0.5317 4.5672 0.0871 -4.4817

Granizo 0.7595 6.5245 0.1244 -6.4024

Viento Comp. 0.0000 8.3873 0.0000 -8.2303

Viento Succion 0.0000 8.3873 0.0000 -8.2303

Comb. 1 0.7896 6.7833 0.1293 -6.6563

Comb. 2 0.9426 8.0978 0.1544 -7.9463

Comb. 3 1.0566 9.0765 0.1730 -8.9066

Comb. 4 1.5275 17.3154 0.2502 -16.9913

Comb. 5 1.8920 20.4472 0.3099 -20.0644

Comb. 6 1.5275 17.3154 0.2502 -16.9913

Comb. 7 1.8920 20.4472 0.3099 -20.0644

Comb. 8 0.9426 16.4852 0.1544 -16.1766

Comb. 9 1.0566 17.4639 0.1730 -17.1370

Comb. 10 0.9426 16.4852 0.1544 -16.1766

Comb. 11 1.0566 17.4639 0.1730 -17.1370

Comb. 12 0.5076 12.7480 0.0831 -12.5094

Comb. 13 0.5076 12.7480 0.0831 -12.5094

APOYO 3Combinacion R2 R3 M2 M3

Muerta 0.2213 1.4443 0.0000 -4.5969E-07

Viva de Cub. 0.2086 1.3614 2.8730E-08 -2.9113E-06

Granizo 0.2979 1.9448 5.7461E-08 2.4517E-06

Viento Comp. 0.0000 2.5001 0.0000 -4.2904E-06

Viento Succion 0.0000 2.5001 0.0000 -4.2904E-06

Comb. 1 0.3098 2.0220 0.0000 -6.4356E-07

Comb. 2 0.3698 2.4138 1.4365E-08 -2.0073E-06

Comb. 3 0.4145 2.7055 2.8730E-08 6.7421E-07

Comb. 4 0.5992 5.1614 4.5969E-08 -7.3550E-06

Comb. 5 0.7422 6.0949 9.1937E-08 1.2258E-06

Comb. 6 0.5992 5.1614 4.5969E-08 -7.3550E-06

Comb. 7 0.7422 6.0949 9.1937E-08 1.2258E-06

Comb. 8 0.3698 4.9139 1.4365E-08 -6.2977E-06

Comb. 9 0.4145 5.2056 2.8730E-08 -3.6162E-06

Comb. 10 0.3698 4.9139 1.4365E-08 -6.2977E-06

Comb. 11 0.4145 5.2056 2.8730E-08 -3.6162E-06

Comb. 12 0.1991 3.7999 0.0000 -4.7041E-06

Comb. 13 0.1991 3.7999 0.0000 -4.7041E-06

Norma: Reglamento Colombiano NSR - 10. Pag. 5

Page 99: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROGRAMA DE DISEÑO Y CALCULO ESTRUCTURAL ARQUIMET 2.0

Proyecto: ________________________ Fecha: ______________________

Ingeniero:________________________ Firma: ______________________

Elementos calculados con el programa de diseño Arquimet 2.0 de ACESCO

REPORTE DE CORREAS PHR C con atiesador 220 x 80 x 20 (2.50 mm)

con Fy = 35.15 Kgf/mm² cada 1.44 m con arriostramiento cada L/5.

SECCION LONGITUDINAL

A1 L1 A2 L2 A3

L1 9.75 m

L2 9.68 m

A1 0.10 m

A2 0.10 m

A3 0.10 m

CONFIGURACION

TIPO DE CARGA DISTRIBUIDA

Carga muerta 0.30 KN/m²

Peso propio correa 0.08 KN/m

Carga viva 0.35 KN/m²

Carga granizo 0.50 KN/m²

Viento compresión (Perpendicular) 0.52 KN/m²

Viento succión (Perpendicular) 0.52 KN/m²

Pendiente sección transversal 62.4° = 191.2820%

SECCION TRANSVERSAL

L = 1.44 m

Norma: Reglamento Colombiano NSR - 10. Pag. 1

Page 100: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROGRAMA DE DISEÑO Y CALCULO ESTRUCTURAL ARQUIMET 2.0

Proyecto: ________________________ Fecha: ______________________

Ingeniero:________________________ Firma: ______________________

Elementos calculados con el programa de diseño Arquimet 2.0 de ACESCO

REPORTES DE DISEÑO

REPORTE FLEXION

Apoyos Interiores

Ejes locales 3 2 3 2

Resistente (KN.m) 20.0439 4.2921 17.2088 4.1011

Calculado (KN.m) 14.4338 0.5032 14.4338 0.6411

REPORTE CORTANTE

Ejes locales 2 3

Resistente (KN) 68.9342 61.8977

Calculado (KN) 7.3302 1.5231

REPORTE DEFLEXION

Deflexiones máximas Instantanea Permanente

Admisible (m) 0.0365 0.0547

Calculado (m) 0.0081 0.0163

REPORTE ARRUGAMIENTO

No. de Apoyo 0

Resistencia máxima (Kgf) 4.4407

Arrugamiento (Kgf) 14.2243

Norma: Reglamento Colombiano NSR - 10. Pag. 2

Page 101: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROGRAMA DE DISEÑO Y CALCULO ESTRUCTURAL ARQUIMET 2.0

Proyecto: ________________________ Fecha: ______________________

Ingeniero:________________________ Firma: ______________________

Elementos calculados con el programa de diseño Arquimet 2.0 de ACESCO

COMBINACIONES DE CARGA

No Muerta Viva Granizo Viento compresión Viento succión

1 1.4000 0.0000 0.0000 0.0000 0.0000

2 1.2000 0.5000 0.0000 0.0000 0.0000

3 1.2000 0.0000 0.5000 0.0000 0.0000

4 1.2000 1.6000 0.0000 0.5000 0.0000

5 1.2000 0.0000 1.6000 0.5000 0.0000

6 1.2000 1.6000 0.0000 0.0000 0.5000

7 1.2000 0.0000 1.6000 0.0000 0.5000

8 1.2000 0.5000 0.0000 0.0000 1.0000

9 1.2000 0.0000 0.5000 0.0000 1.0000

10 1.2000 0.5000 0.0000 1.0000 0.0000

11 1.2000 0.0000 0.5000 1.0000 0.0000

12 0.9000 0.0000 0.0000 0.0000 1.0000

13 0.9000 0.0000 0.0000 1.0000 0.0000

Norma: Reglamento Colombiano NSR - 10. Pag. 3

Page 102: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROGRAMA DE DISEÑO Y CALCULO ESTRUCTURAL ARQUIMET 2.0

Proyecto: ________________________ Fecha: ______________________

Ingeniero:________________________ Firma: ______________________

Elementos calculados con el programa de diseño Arquimet 2.0 de ACESCOREACCIONES - EJES GLOBALES (KN-m)

APOYO 1Combinacion Rx Ry

Muerta 0.0000 0.7167

Viva de Cub. 0.0000 0.7081

Granizo 0.0000 1.0116

Viento Comp. -2.4573 1.2846

Viento Succion 2.4573 -1.2846

Comb. 1 -0.8581 1.0034

Comb. 2 -1.0382 1.2141

Comb. 3 -1.1680 1.3658

Comb. 4 -2.9330 2.6353

Comb. 5 -3.3482 3.1209

Comb. 6 -2.9330 2.6353

Comb. 7 -3.3482 3.1209

Comb. 8 -3.4955 2.4988

Comb. 9 -3.6253 2.6505

Comb. 10 -3.4955 2.4988

Comb. 11 -3.6253 2.6505

Comb. 12 -3.0089 1.9297

Comb. 13 -3.0089 1.9297

APOYO 2Combinacion Rx Ry

Muerta 0.0000 2.1304

Viva de Cub. 0.0000 2.1048

Granizo 0.0000 3.0068

Viento Comp. -8.1394 4.2552

Viento Succion 8.1394 -4.2552

Comb. 1 -3.0204 2.9826

Comb. 2 -3.6547 3.6089

Comb. 3 -4.1114 4.0599

Comb. 4 -10.0690 8.0518

Comb. 5 -11.5306 9.4951

Comb. 6 -10.0690 8.0518

Comb. 7 -11.5306 9.4951

Comb. 8 -11.7941 7.8641

Comb. 9 -12.2508 8.3151

Comb. 10 -11.7941 7.8641

Comb. 11 -12.2508 8.3151

Comb. 12 -10.0811 6.1726

Comb. 13 -10.0811 6.1726

APOYO 3Combinacion Rx Ry

Muerta 0.0000 0.7092

Viva de Cub. 0.0000 0.7007

Granizo 0.0000 1.0010

Viento Comp. -2.4262 1.2684

Viento Succion 2.4262 -1.2684

Comb. 1 -0.8460 0.9929

Comb. 2 -1.0237 1.2014

Comb. 3 -1.1516 1.3515

Comb. 4 -2.8936 2.6063

Comb. 5 -3.3029 3.0868

Comb. 6 -2.8936 2.6063

Comb. 7 -3.3029 3.0868

Comb. 8 -3.4499 2.4698

Comb. 9 -3.5778 2.6199

Comb. 10 -3.4499 2.4698

Comb. 11 -3.5778 2.6199

Comb. 12 -2.9701 1.9067

Comb. 13 -2.9701 1.9067

Norma: Reglamento Colombiano NSR - 10. Pag. 4

Page 103: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROGRAMA DE DISEÑO Y CALCULO ESTRUCTURAL ARQUIMET 2.0

Proyecto: ________________________ Fecha: ______________________

Ingeniero:________________________ Firma: ______________________

Elementos calculados con el programa de diseño Arquimet 2.0 de ACESCOFUERZAS INTERNAS - EJES LOCALES (KN-m)

APOYO 1Combinacion R2 R3 M2 M3

Muerta 0.3512 0.8752 0.0000 -3.2082E-07

Viva de Cub. 0.3470 0.8647 -9.5768E-09 9.1459E-07

Granizo 0.4957 1.2352 0.0000 -2.2122E-06

Viento Comp. 0.0000 2.7728 0.0000 1.5323E-06

Viento Succion 0.0000 2.7728 0.0000 1.5323E-06

Comb. 1 0.4917 1.2253 0.0000 -4.4915E-07

Comb. 2 0.5949 1.4826 -4.7884E-09 7.2305E-08

Comb. 3 0.6693 1.6679 0.0000 -1.4911E-06

Comb. 4 0.9766 3.8201 -1.5323E-08 1.8445E-06

Comb. 5 1.2145 4.4130 0.0000 -3.1584E-06

Comb. 6 0.9766 3.8201 -1.5323E-08 1.8445E-06

Comb. 7 1.2145 4.4130 0.0000 -3.1584E-06

Comb. 8 0.5949 4.2554 -4.7884E-09 1.6046E-06

Comb. 9 0.6693 4.4407 0.0000 4.1180E-08

Comb. 10 0.5949 4.2554 -4.7884E-09 1.6046E-06

Comb. 11 0.6693 4.4407 0.0000 4.1180E-08

Comb. 12 0.3161 3.5605 0.0000 1.2435E-06

Comb. 13 0.3161 3.5605 0.0000 1.2435E-06

APOYO 2Combinacion R2 R3 M2 M3

Muerta 0.8885 2.8990 0.1455 -2.8447

Viva de Cub. 0.8778 2.8641 0.1438 -2.8105

Granizo 1.2540 4.0915 0.2054 -4.0149

Viento Comp. 0.0000 9.1846 0.0000 -9.0127

Viento Succion 0.0000 9.1846 0.0000 -9.0127

Comb. 1 1.2438 4.0585 0.2037 -3.9826

Comb. 2 1.5050 4.9108 0.2465 -4.8189

Comb. 3 1.6931 5.5245 0.2773 -5.4211

Comb. 4 2.4706 12.6536 0.4046 -12.4167

Comb. 5 3.0725 14.6175 0.5032 -14.3439

Comb. 6 2.4706 12.6536 0.4046 -12.4167

Comb. 7 3.0725 14.6175 0.5032 -14.3439

Comb. 8 1.5050 14.0954 0.2465 -13.8315

Comb. 9 1.6931 14.7091 0.2773 -14.4338

Comb. 10 1.5050 14.0954 0.2465 -13.8315

Comb. 11 1.6931 14.7091 0.2773 -14.4338

Comb. 12 0.7996 11.7937 0.1310 -11.5729

Comb. 13 0.7996 11.7937 0.1310 -11.5729

APOYO 3Combinacion R2 R3 M2 M3

Muerta 0.3485 0.8641 -1.9154E-08 8.4276E-07

Viva de Cub. 0.3443 0.8537 -5.7461E-08 -6.1292E-07

Granizo 0.4919 1.2196 1.1492E-07 2.4517E-06

Viento Comp. 0.0000 2.7377 0.0000 3.6775E-06

Viento Succion 0.0000 2.7377 0.0000 3.6775E-06

Comb. 1 0.4879 1.2098 -2.6815E-08 1.1799E-06

Comb. 2 0.5904 1.4638 -5.1715E-08 7.0485E-07

Comb. 3 0.6642 1.6467 3.4477E-08 2.2371E-06

Comb. 4 0.9692 3.7718 -1.1492E-07 1.8694E-06

Comb. 5 1.2053 4.3572 1.6089E-07 6.7727E-06

Comb. 6 0.9692 3.7718 -1.1492E-07 1.8694E-06

Comb. 7 1.2053 4.3572 1.6089E-07 6.7727E-06

Comb. 8 0.5904 4.2015 -5.1715E-08 4.3823E-06

Comb. 9 0.6642 4.3845 3.4477E-08 5.9146E-06

Comb. 10 0.5904 4.2015 -5.1715E-08 4.3823E-06

Comb. 11 0.6642 4.3845 3.4477E-08 5.9146E-06

Comb. 12 0.3137 3.5155 -1.7238E-08 4.4360E-06

Comb. 13 0.3137 3.5155 -1.7238E-08 4.4360E-06

Norma: Reglamento Colombiano NSR - 10. Pag. 5

Page 104: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROGRAMA DE DISEÑO Y CALCULO ESTRUCTURAL ARQUIMET 2.0

Proyecto: ________________________ Fecha: ______________________

Ingeniero:________________________ Firma: ______________________

Elementos calculados con el programa de diseño Arquimet 2.0 de ACESCO

REPORTE DE CORREAS PHR C con atiesador 220 x 80 x 20 (2.00 mm)

con Fy = 35.15 Kgf/mm² cada 1.40 m con arriostramiento cada L/5.

SECCION LONGITUDINAL

A1 L1 A2 L2 A3

L1 9.68 m

L2 9.68 m

A1 0.10 m

A2 0.10 m

A3 0.10 m

CONFIGURACION

TIPO DE CARGA DISTRIBUIDA

Carga muerta 0.30 KN/m²

Peso propio correa 0.06 KN/m

Carga viva 0.35 KN/m²

Carga granizo 0.50 KN/m²

Viento compresión (Perpendicular) 0.52 KN/m²

Viento succión (Perpendicular) 0.52 KN/m²

Pendiente sección transversal 84° = 951.4360%

SECCION TRANSVERSAL

L = 1.40 m

Norma: Reglamento Colombiano NSR - 10. Pag. 1

Page 105: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROGRAMA DE DISEÑO Y CALCULO ESTRUCTURAL ARQUIMET 2.0

Proyecto: ________________________ Fecha: ______________________

Ingeniero:________________________ Firma: ______________________

Elementos calculados con el programa de diseño Arquimet 2.0 de ACESCO

REPORTES DE DISEÑO

REPORTE FLEXION

Apoyos Interiores

Ejes locales 3 2 3 2

Resistente (KN.m) 15.1981 3.5152 12.6938 3.2623

Calculado (KN.m) 9.8550 0.5397 9.8550 0.6824

REPORTE CORTANTE

Ejes locales 2 3

Resistente (KN) 36.5782 50.3041

Calculado (KN) 5.0357 1.6434

REPORTE DEFLEXION

Deflexiones máximas Instantanea Permanente

Admisible (m) 0.0362 0.0543

Calculado (m) 0.0021 0.0042

REPORTE ARRUGAMIENTO

No. de Apoyo 0

Resistencia máxima (Kgf) 3.0246

Arrugamiento (Kgf) 9.2691

Norma: Reglamento Colombiano NSR - 10. Pag. 2

Page 106: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROGRAMA DE DISEÑO Y CALCULO ESTRUCTURAL ARQUIMET 2.0

Proyecto: ________________________ Fecha: ______________________

Ingeniero:________________________ Firma: ______________________

Elementos calculados con el programa de diseño Arquimet 2.0 de ACESCO

COMBINACIONES DE CARGA

No Muerta Viva Granizo Viento compresión Viento succión

1 1.4000 0.0000 0.0000 0.0000 0.0000

2 1.2000 0.5000 0.0000 0.0000 0.0000

3 1.2000 0.0000 0.5000 0.0000 0.0000

4 1.2000 1.6000 0.0000 0.5000 0.0000

5 1.2000 0.0000 1.6000 0.5000 0.0000

6 1.2000 1.6000 0.0000 0.0000 0.5000

7 1.2000 0.0000 1.6000 0.0000 0.5000

8 1.2000 0.5000 0.0000 0.0000 1.0000

9 1.2000 0.0000 0.5000 0.0000 1.0000

10 1.2000 0.5000 0.0000 1.0000 0.0000

11 1.2000 0.0000 0.5000 1.0000 0.0000

12 0.9000 0.0000 0.0000 0.0000 1.0000

13 0.9000 0.0000 0.0000 1.0000 0.0000

Norma: Reglamento Colombiano NSR - 10. Pag. 3

Page 107: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROGRAMA DE DISEÑO Y CALCULO ESTRUCTURAL ARQUIMET 2.0

Proyecto: ________________________ Fecha: ______________________

Ingeniero:________________________ Firma: ______________________

Elementos calculados con el programa de diseño Arquimet 2.0 de ACESCOREACCIONES - EJES GLOBALES (KN-m)

APOYO 1Combinacion Rx Ry

Muerta 0.0000 0.3872

Viva de Cub. 0.0000 0.3933

Granizo 0.0000 0.5618

Viento Comp. -2.6540 0.2789

Viento Succion 2.6540 -0.2789

Comb. 1 -0.2033 0.5421

Comb. 2 -0.2480 0.6613

Comb. 3 -0.2796 0.7456

Comb. 4 -1.7371 1.2334

Comb. 5 -1.8383 1.5030

Comb. 6 -1.7371 1.2334

Comb. 7 -1.8383 1.5030

Comb. 8 -2.9019 0.9403

Comb. 9 -2.9335 1.0245

Comb. 10 -2.9019 0.9403

Comb. 11 -2.9335 1.0245

Comb. 12 -2.7846 0.6275

Comb. 13 -2.7846 0.6275

APOYO 2Combinacion Rx Ry

Muerta 0.0000 0.9987

Viva de Cub. 0.0000 1.0142

Granizo 0.0000 1.4489

Viento Comp. -8.8465 0.9298

Viento Succion 8.8465 -0.9298

Comb. 1 -0.7206 1.3982

Comb. 2 -0.8790 1.7056

Comb. 3 -0.9910 1.9229

Comb. 4 -5.8772 3.2861

Comb. 5 -6.2356 3.9816

Comb. 6 -5.8772 3.2861

Comb. 7 -6.2356 3.9816

Comb. 8 -9.7255 2.6354

Comb. 9 -9.8375 2.8527

Comb. 10 -9.7255 2.6354

Comb. 11 -9.8375 2.8527

Comb. 12 -9.3098 1.8287

Comb. 13 -9.3098 1.8287

APOYO 3Combinacion Rx Ry

Muerta 0.0000 0.3872

Viva de Cub. 0.0000 0.3933

Granizo 0.0000 0.5618

Viento Comp. -2.6540 0.2789

Viento Succion 2.6540 -0.2789

Comb. 1 -0.2033 0.5421

Comb. 2 -0.2480 0.6613

Comb. 3 -0.2796 0.7456

Comb. 4 -1.7371 1.2334

Comb. 5 -1.8382 1.5030

Comb. 6 -1.7371 1.2334

Comb. 7 -1.8382 1.5030

Comb. 8 -2.9019 0.9403

Comb. 9 -2.9335 1.0245

Comb. 10 -2.9019 0.9403

Comb. 11 -2.9335 1.0245

Comb. 12 -2.7846 0.6275

Comb. 13 -2.7846 0.6275

Norma: Reglamento Colombiano NSR - 10. Pag. 4

Page 108: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROGRAMA DE DISEÑO Y CALCULO ESTRUCTURAL ARQUIMET 2.0

Proyecto: ________________________ Fecha: ______________________

Ingeniero:________________________ Firma: ______________________

Elementos calculados con el programa de diseño Arquimet 2.0 de ACESCOFUERZAS INTERNAS - EJES LOCALES (KN-m)

APOYO 1Combinacion R2 R3 M2 M3

Muerta 0.3699 0.1849 9.5768E-09 -6.9073E-07

Viva de Cub. 0.3757 0.1877 9.5768E-09 -2.0590E-07

Granizo 0.5367 0.2682 3.8307E-08 -3.1364E-07

Viento Comp. 0.0000 2.6686 0.0000 -9.3853E-06

Viento Succion 0.0000 2.6686 0.0000 -9.3853E-06

Comb. 1 0.5179 0.2588 1.3408E-08 -9.6702E-07

Comb. 2 0.6318 0.3157 1.6281E-08 -9.3182E-07

Comb. 3 0.7123 0.3560 3.0646E-08 -9.8569E-07

Comb. 4 1.0450 1.8566 2.6815E-08 -5.8510E-06

Comb. 5 1.3026 1.9853 7.2784E-08 -6.0233E-06

Comb. 6 1.0450 1.8566 2.6815E-08 -5.8510E-06

Comb. 7 1.3026 1.9853 7.2784E-08 -6.0233E-06

Comb. 8 0.6318 2.9843 1.6281E-08 -1.0317E-05

Comb. 9 0.7123 3.0246 3.0646E-08 -1.0371E-05

Comb. 10 0.6318 2.9843 1.6281E-08 -1.0317E-05

Comb. 11 0.7123 3.0246 3.0646E-08 -1.0371E-05

Comb. 12 0.3330 2.8350 8.6191E-09 -1.0007E-05

Comb. 13 0.3330 2.8350 8.6191E-09 -1.0007E-05

APOYO 2Combinacion R2 R3 M2 M3

Muerta 0.9394 0.6163 0.1533 -0.6024

Viva de Cub. 0.9540 0.6258 0.1556 -0.6118

Granizo 1.3629 0.8940 0.2223 -0.8739

Viento Comp. 0.0000 8.8953 0.0000 -8.6951

Viento Succion 0.0000 8.8953 0.0000 -8.6951

Comb. 1 1.3152 0.8628 0.2146 -0.8434

Comb. 2 1.6043 1.0524 0.2617 -1.0288

Comb. 3 1.8088 1.1866 0.2951 -1.1599

Comb. 4 2.6538 6.1885 0.4329 -6.0492

Comb. 5 3.3080 6.6176 0.5397 -6.4687

Comb. 6 2.6538 6.1885 0.4329 -6.0492

Comb. 7 3.3080 6.6176 0.5397 -6.4687

Comb. 8 1.6043 9.9477 0.2617 -9.7239

Comb. 9 1.8088 10.0818 0.2951 -9.8550

Comb. 10 1.6043 9.9477 0.2617 -9.7239

Comb. 11 1.8088 10.0818 0.2951 -9.8550

Comb. 12 0.8455 9.4499 0.1379 -9.2373

Comb. 13 0.8455 9.4499 0.1379 -9.2373

APOYO 3Combinacion R2 R3 M2 M3

Muerta 0.3699 0.1849 0.0000 -1.3408E-07

Viva de Cub. 0.3757 0.1877 5.7461E-08 4.0223E-07

Granizo 0.5367 0.2682 -1.9154E-08 -1.1492E-07

Viento Comp. 0.0000 2.6686 0.0000 -1.8387E-06

Viento Succion 0.0000 2.6686 0.0000 -1.8387E-06

Comb. 1 0.5179 0.2588 0.0000 -1.8771E-07

Comb. 2 0.6318 0.3157 2.8730E-08 4.0223E-08

Comb. 3 0.7123 0.3560 -9.5768E-09 -2.1835E-07

Comb. 4 1.0450 1.8565 9.1937E-08 -4.3670E-07

Comb. 5 1.3026 1.9853 -3.0646E-08 -1.2641E-06

Comb. 6 1.0450 1.8565 9.1937E-08 -4.3670E-07

Comb. 7 1.3026 1.9853 -3.0646E-08 -1.2641E-06

Comb. 8 0.6318 2.9843 2.8730E-08 -1.7985E-06

Comb. 9 0.7123 3.0245 -9.5768E-09 -2.0571E-06

Comb. 10 0.6318 2.9843 2.8730E-08 -1.7985E-06

Comb. 11 0.7123 3.0245 -9.5768E-09 -2.0571E-06

Comb. 12 0.3330 2.8350 0.0000 -1.9594E-06

Comb. 13 0.3330 2.8350 0.0000 -1.9594E-06

Norma: Reglamento Colombiano NSR - 10. Pag. 5

Page 109: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROGRAMA DE DISEÑO Y CALCULO ESTRUCTURAL ARQUIMET 2.0

Proyecto: ________________________ Fecha: ______________________

Ingeniero:________________________ Firma: ______________________

Elementos calculados con el programa de diseño Arquimet 2.0 de ACESCO

REPORTE DE CORREAS PHR C con atiesador 254 x 67 x 18 (3.00 mm)

con Fy = 35.15 Kgf/mm² cada 1.27 m con arriostramiento cada L/5.

SECCION LONGITUDINAL

A1 L1 A2 L2 A3

L1 9.68 m

L2 9.68 m

A1 0.10 m

A2 0.10 m

A3 0.10 m

CONFIGURACION

TIPO DE CARGA DISTRIBUIDA

Carga muerta 0.30 KN/m²

Peso propio correa 0.09 KN/m

Carga viva 0.35 KN/m²

Carga granizo 0.50 KN/m²

Viento compresión (Perpendicular) 0.52 KN/m²

Viento succión (Perpendicular) 0.52 KN/m²

Pendiente sección transversal 22.23° = 40.8700%

SECCION TRANSVERSAL

L = 1.27 m

Norma: Reglamento Colombiano NSR - 10. Pag. 1

Page 110: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROGRAMA DE DISEÑO Y CALCULO ESTRUCTURAL ARQUIMET 2.0

Proyecto: ________________________ Fecha: ______________________

Ingeniero:________________________ Firma: ______________________

Elementos calculados con el programa de diseño Arquimet 2.0 de ACESCO

REPORTES DE DISEÑO

REPORTE FLEXION

Apoyos Interiores

Ejes locales 3 2 3 2

Resistente (KN.m) 27.2658 3.3929 24.0261 3.5330

Calculado (KN.m) 21.4758 0.1916 21.4758 0.2423

REPORTE CORTANTE

Ejes locales 2 3

Resistente (KN) 99.2653 57.7712

Calculado (KN) 10.9738 0.5835

REPORTE DEFLEXION

Deflexiones máximas Instantanea Permanente

Admisible (m) 0.0362 0.0543

Calculado (m) 0.0093 0.0193

REPORTE ARRUGAMIENTO

No. de Apoyo 0

Resistencia máxima (Kgf) 6.5910

Arrugamiento (Kgf) 19.7864

Norma: Reglamento Colombiano NSR - 10. Pag. 2

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PROGRAMA DE DISEÑO Y CALCULO ESTRUCTURAL ARQUIMET 2.0

Proyecto: ________________________ Fecha: ______________________

Ingeniero:________________________ Firma: ______________________

Elementos calculados con el programa de diseño Arquimet 2.0 de ACESCO

COMBINACIONES DE CARGA

No Muerta Viva Granizo Viento compresión Viento succión

1 1.4000 0.0000 0.0000 0.0000 0.0000

2 1.2000 0.5000 0.0000 0.0000 0.0000

3 1.2000 0.0000 0.5000 0.0000 0.0000

4 1.2000 1.6000 0.0000 0.5000 0.0000

5 1.2000 0.0000 1.6000 0.5000 0.0000

6 1.2000 1.6000 0.0000 0.0000 0.5000

7 1.2000 0.0000 1.6000 0.0000 0.5000

8 1.2000 0.5000 0.0000 0.0000 1.0000

9 1.2000 0.0000 0.5000 0.0000 1.0000

10 1.2000 0.5000 0.0000 1.0000 0.0000

11 1.2000 0.0000 0.5000 1.0000 0.0000

12 0.9000 0.0000 0.0000 0.0000 1.0000

13 0.9000 0.0000 0.0000 1.0000 0.0000

Norma: Reglamento Colombiano NSR - 10. Pag. 3

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PROGRAMA DE DISEÑO Y CALCULO ESTRUCTURAL ARQUIMET 2.0

Proyecto: ________________________ Fecha: ______________________

Ingeniero:________________________ Firma: ______________________

Elementos calculados con el programa de diseño Arquimet 2.0 de ACESCOREACCIONES - EJES GLOBALES (KN-m)

APOYO 1Combinacion Rx Ry

Muerta 0.0000 1.5436

Viva de Cub. 0.0000 1.4452

Granizo 0.0000 2.0646

Viento Comp. -0.9158 2.2408

Viento Succion 0.9158 -2.2408

Comb. 1 -0.6738 2.1611

Comb. 2 -0.8029 2.5750

Comb. 3 -0.8994 2.8846

Comb. 4 -1.7564 5.2851

Comb. 5 -2.0654 6.2761

Comb. 6 -1.7564 5.2851

Comb. 7 -2.0654 6.2761

Comb. 8 -1.7187 4.8158

Comb. 9 -1.8153 5.1255

Comb. 10 -1.7187 4.8158

Comb. 11 -1.8153 5.1255

Comb. 12 -1.3490 3.6301

Comb. 13 -1.3490 3.6301

APOYO 2Combinacion Rx Ry

Muerta 0.0000 5.1038

Viva de Cub. 0.0000 4.7784

Granizo 0.0000 6.8263

Viento Comp. -3.0528 7.4695

Viento Succion 3.0528 -7.4695

Comb. 1 -2.3885 7.1454

Comb. 2 -2.8459 8.5138

Comb. 3 -3.1882 9.5377

Comb. 4 -6.1294 17.5048

Comb. 5 -7.2247 20.7814

Comb. 6 -6.1294 17.5048

Comb. 7 -7.2247 20.7814

Comb. 8 -5.8988 15.9833

Comb. 9 -6.2410 17.0072

Comb. 10 -5.8988 15.9833

Comb. 11 -6.2410 17.0072

Comb. 12 -4.5883 12.0629

Comb. 13 -4.5883 12.0629

APOYO 3Combinacion Rx Ry

Muerta 0.0000 1.5436

Viva de Cub. 0.0000 1.4452

Granizo 0.0000 2.0646

Viento Comp. -0.9158 2.2409

Viento Succion 0.9158 -2.2409

Comb. 1 -0.6738 2.1611

Comb. 2 -0.8029 2.5750

Comb. 3 -0.8994 2.8846

Comb. 4 -1.7564 5.2851

Comb. 5 -2.0654 6.2761

Comb. 6 -1.7564 5.2851

Comb. 7 -2.0654 6.2761

Comb. 8 -1.7187 4.8158

Comb. 9 -1.8153 5.1255

Comb. 10 -1.7187 4.8158

Comb. 11 -1.8153 5.1255

Comb. 12 -1.3490 3.6301

Comb. 13 -1.3490 3.6301

Norma: Reglamento Colombiano NSR - 10. Pag. 4

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PROGRAMA DE DISEÑO Y CALCULO ESTRUCTURAL ARQUIMET 2.0

Proyecto: ________________________ Fecha: ______________________

Ingeniero:________________________ Firma: ______________________

Elementos calculados con el programa de diseño Arquimet 2.0 de ACESCOFUERZAS INTERNAS - EJES LOCALES (KN-m)

APOYO 1Combinacion R2 R3 M2 M3

Muerta 0.1385 1.6110 4.7884E-09 -1.1396E-06

Viva de Cub. 0.1296 1.5083 4.7884E-09 -2.1452E-06

Granizo 0.1852 2.1547 9.5768E-09 -3.8690E-06

Viento Comp. 0.0000 2.4208 0.0000 -2.1452E-06

Viento Succion 0.0000 2.4208 0.0000 -2.1452E-06

Comb. 1 0.1939 2.2554 6.7038E-09 -1.5955E-06

Comb. 2 0.2310 2.6873 8.1403E-09 -2.4402E-06

Comb. 3 0.2588 3.0105 1.0534E-08 -3.3021E-06

Comb. 4 0.3736 5.5568 1.3408E-08 -5.8725E-06

Comb. 5 0.4625 6.5910 2.1069E-08 -8.6306E-06

Comb. 6 0.3736 5.5568 1.3408E-08 -5.8725E-06

Comb. 7 0.4625 6.5910 2.1069E-08 -8.6306E-06

Comb. 8 0.2310 5.1081 8.1403E-09 -4.5854E-06

Comb. 9 0.2588 5.4313 1.0534E-08 -5.4473E-06

Comb. 10 0.2310 5.1081 8.1403E-09 -4.5854E-06

Comb. 11 0.2588 5.4313 1.0534E-08 -5.4473E-06

Comb. 12 0.1246 3.8707 4.3096E-09 -3.1709E-06

Comb. 13 0.1246 3.8707 4.3096E-09 -3.1709E-06

APOYO 2Combinacion R2 R3 M2 M3

Muerta 0.3516 5.3699 0.0574 -5.2491

Viva de Cub. 0.3292 5.0275 0.0537 -4.9144

Granizo 0.4703 7.1822 0.0767 -7.0206

Viento Comp. 0.0000 8.0693 0.0000 -7.8877

Viento Succion 0.0000 8.0693 0.0000 -7.8877

Comb. 1 0.4923 7.5179 0.0803 -7.3488

Comb. 2 0.5866 8.9577 0.0957 -8.7561

Comb. 3 0.6571 10.0350 0.1072 -9.8092

Comb. 4 0.9487 18.5226 0.1548 -18.1059

Comb. 5 1.1745 21.9701 0.1916 -21.4758

Comb. 6 0.9487 18.5226 0.1548 -18.1059

Comb. 7 1.1745 21.9701 0.1916 -21.4758

Comb. 8 0.5866 17.0269 0.0957 -16.6438

Comb. 9 0.6571 18.1043 0.1072 -17.6969

Comb. 10 0.5866 17.0269 0.0957 -16.6438

Comb. 11 0.6571 18.1043 0.1072 -17.6969

Comb. 12 0.3165 12.9022 0.0516 -12.6119

Comb. 13 0.3165 12.9022 0.0516 -12.6119

APOYO 3Combinacion R2 R3 M2 M3

Muerta 0.1385 1.6110 2.3942E-08 3.6775E-06

Viva de Cub. 0.1296 1.5083 3.8307E-08 3.8307E-06

Granizo 0.1852 2.1547 1.9154E-08 9.1937E-07

Viento Comp. 0.0000 2.4208 0.0000 -1.8387E-06

Viento Succion 0.0000 2.4208 0.0000 -1.8387E-06

Comb. 1 0.1939 2.2554 3.3519E-08 5.1485E-06

Comb. 2 0.2310 2.6873 4.7884E-08 6.3284E-06

Comb. 3 0.2588 3.0105 3.8307E-08 4.8727E-06

Comb. 4 0.3736 5.5568 9.0022E-08 9.6228E-06

Comb. 5 0.4625 6.5910 5.9376E-08 4.9646E-06

Comb. 6 0.3736 5.5568 9.0022E-08 9.6228E-06

Comb. 7 0.4625 6.5910 5.9376E-08 4.9646E-06

Comb. 8 0.2310 5.1081 4.7884E-08 4.4896E-06

Comb. 9 0.2588 5.4313 3.8307E-08 3.0339E-06

Comb. 10 0.2310 5.1081 4.7884E-08 4.4896E-06

Comb. 11 0.2588 5.4313 3.8307E-08 3.0339E-06

Comb. 12 0.1246 3.8707 2.1548E-08 1.4710E-06

Comb. 13 0.1246 3.8707 2.1548E-08 1.4710E-06

Norma: Reglamento Colombiano NSR - 10. Pag. 5

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8. DISEÑO DE ELEMENTOS NO ESTRUCTURALES

DISEÑO DE ELEMENTOS NO ESTRUCTURALES

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PPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

ELEMENTOS NO ESTRUCTURALES

Units: kN*m

Story Height Elevation SimilarTo

N+17.00 8.10 17.00 NoneN+8.90 4.45 8.90 NoneN+4.45 4.50 4.45 NoneBASE 0.00 -0.05 None

Story Diaphragm MassX MassY XCM YCM CumMassX CumMassYN+4.45 D1 902.0152 902.0152 31.375 9.447 902.0152 902.0152

XCCM YCCM XCR YCR31.375 9.447 27.855 9.737

Story Load Loc P VX VY T MX MYN+4.45 SISDISX Top 0 2000.39 17.63 21285.581 62.867 2155.523N+4.45 SISDISX Bottom 0 2000.39 17.63 21285.581 76.934 11006.927N+4.45 SISDISY Top 0 19.56 2000.68 78198.198 3874.576 50.667N+4.45 SISDISY Bottom 0 19.56 2000.68 78198.198 12764.458 65.306

g: 9.81 m/s^2Sa: 0.563 s

Grupo de uso: III

Grado de desempeño: SUPERIOR

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)DISEÑO DE ELEMENTOS NO ESTRUCTURALES

Grado de desempeño

SUPERIOR

SUPERIOR

STORY DATA

CENTER MASS RIGIDITY

STORY SHEARS

Grupo de Uso

IV

III

I

II BUENO

BAJO

pa

pp

pxp gM

IAgM

R

aaF

2

ax

svxx S

gm

VCa 2

n

i

kii

kxx

vxhm

hmC

1)(

gMSV as

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PPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

ELEMENTOS NO ESTRUCTURALES

Grado de desempeño de los elementos no estructurales: SUPERIOR

Espesor de muros: 0.15 mEspesor de pañete en una cara: 0 m

Densidad de mamposteria: 13 kN/m3Densidad mortero de pañete: 21 kN/m3

Altura Fachada: 4.00 mCarga 7.8 kN/m

Descripción:

ap: 1.0Rp: 6

Espesor de muros: 0.15 mEspesor de pañete en una cara: 0 m

Densidad de mamposteria: 13 kN/m3Densidad mortero de pañete: 21 kN/m3

Altura Antepecho: 1 mCarga 1.95 kN/m

Descripción:

ap: 2.5Rp: 6

Sección de vigas verticales: 0.15x0.25 mf'c = 21 MPafy = 420 MPa

Story Fx Wx ax ap Rp Fp M VN+4.45 2000.39 902.02 1.126 1.0 6 1.464 2.928 2.928

Fl. 1/4"

Story b d neces. ubicado S max S escogida S estribos

N+4.45 0.15 0.21 0.00107 0.34 0.71 2.11 2.10 0.188

Story Fx Wx ax ap Rp Fp M V

N+4.45 2000.39 902.02 1.126 2.5 6 3.660 7.319 7.319

Fl. 1/4"

Story b d neces. ubicado S max S escogida S estribos

N+4.45 0.15 0.21 0.00272 0.86 1.29 1.50 1.50 0.188

ANALISIS DE CARGAS PARA ANTEPECHOS

ANALISIS DE CARGAS PARA MUROS

mamposteria reforzada, separada lateralmente de la estructura,

apoyada arriba y abajo

Sección columneta As. (cm2) Separación column.

mamposteria reforzada, separada lateralmente de la estructura,

apoyada solo abajo

DISEÑO PARA MUROS

DISEÑO PARA ANTEPECHOS

As. (cm2) Separación column.Sección Vigas V.

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9. ANEXOS DE COMPUTADOR

ANEXOS DE COMPUTADOR

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ETABS v9.7.4 - File: BLOQUE C CAE EL REDENTOR - agosto 19,2014 15:263-D View - KN-m Units

.ETABS

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ETABS v9.7.4 - File: BLOQUE C CAE EL REDENTOR - agosto 19,2014 15:26Plan View - BASE - Elevation -0.05 - KN-m Units

.ETABS

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ETABS v9.7.4 - File: BLOQUE C CAE EL REDENTOR - agosto 19,2014 15:26Plan View - N+4.45 - Elevation 4.45 - KN-m Units

.ETABS

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ETABS v9.7.4 - File: BLOQUE C CAE EL REDENTOR - agosto 19,2014 15:27Plan View - N+8.90 - Elevation 8.9 - KN-m Units

.ETABS

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ETABS v9.7.4 - File: BLOQUE C CAE EL REDENTOR - agosto 19,2014 15:27Plan View - N+17.00 - Elevation 17 - KN-m Units

.ETABS

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA-EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA) DATOS DE ENTRADA DEL MODELO ESTRUCTURAL

ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 1 S T O R Y D A T A STORY SIMILAR TO HEIGHT ELEVATION N+17.00 None 8.100 17.000 N+8.90 None 4.450 8.900 N+4.45 None 4.500 4.450 BASE None -0.050 ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 2 P O I N T C O O R D I N A T E S POINT X Y DZ-BELOW 1 33.995 -2.030 0.000 2 0.000 0.000 0.000 3 4.825 0.000 0.000 4 9.750 0.000 0.000 5 14.675 0.000 0.000 6 19.600 0.000 0.000 7 24.525 0.000 0.000 8 29.450 0.000 0.000 9 33.995 0.000 0.000 10 34.375 0.000 0.000 11 39.300 0.000 0.000 12 44.225 0.000 0.000 13 49.150 0.000 0.000 14 54.075 0.000 0.000 15 58.900 0.000 0.000 16 39.300 1.280 0.000 16-1 39.300 1.280 2.000 17 49.150 1.280 0.000 17-1 49.150 1.280 2.000 18 58.900 1.280 0.000 18-1 58.900 1.280 2.000 19 39.300 4.150 0.000 19-1 39.300 4.150 2.000 20 49.150 4.150 0.000 20-1 49.150 4.150 2.000 21 58.900 4.150 0.000 21-1 58.900 4.150 2.000 22 0.000 4.750 0.000 23 9.750 4.750 0.000 24 19.600 4.750 0.000 25 0.000 4.820 0.000 26 9.750 4.820 0.000 27 19.600 4.820 0.000 27-1 19.600 4.820 6.150 28 29.450 4.820 0.000 29 39.300 4.820 0.000 29-1 39.300 4.820 2.264 29-2 39.300 4.820 6.150 30 49.150 4.820 0.000 31 58.900 4.820 0.000 31-1 58.900 4.820 2.264 32 0.000 7.800 0.000 33 9.750 7.800 0.000 34 19.600 7.800 0.000 36 0.000 9.750 0.000 36-1 0.000 9.750 1.342 37 4.825 9.750 0.000 38 9.750 9.750 0.000 38-1 9.750 9.750 1.342 39 14.675 9.750 0.000 40 19.600 9.750 0.000 40-1 19.600 9.750 1.342 40-2 19.600 9.750 4.207 41 24.525 9.750 0.000 42 29.450 9.750 0.000 42-1 29.450 9.750 4.207 43 34.375 9.750 0.000 44 39.300 9.750 0.000 44-1 39.300 9.750 4.207 45 44.225 9.750 0.000 46 49.150 9.750 0.000 46-1 49.150 9.750 4.207 47 54.075 9.750 0.000

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA-EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA) DATOS DE ENTRADA DEL MODELO ESTRUCTURAL

48 58.900 9.750 0.000 48-1 58.900 9.750 4.207 49 19.600 12.398 0.000 49-1 19.600 12.398 3.164 50 0.000 14.680 0.000 50-1 0.000 14.680 4.734 51 9.750 14.680 0.000 52 19.600 14.680 0.000 52-1 19.600 14.680 2.264 52-2 19.600 14.680 4.734 53 29.450 14.680 0.000 54 39.300 14.680 0.000 54-1 39.300 14.680 2.264 54-2 39.300 14.680 6.150 55 49.150 14.680 0.000 56 58.900 14.680 0.000 56-1 58.900 14.680 6.150 57 19.600 15.350 0.000 57-1 19.600 15.350 2.000 58 29.450 15.350 0.000 58-1 29.450 15.350 2.000 59 39.300 15.350 0.000 59-1 39.300 15.350 2.000 60 34.375 16.500 0.000 61 36.575 16.500 0.000 62 19.600 18.220 0.000 62-1 19.600 18.220 2.000 63 29.450 18.220 0.000 63-1 29.450 18.220 2.000 64 39.300 18.220 0.000 64-1 39.300 18.220 2.000 65 0.000 19.500 0.000 66 4.825 19.500 0.000 67 9.750 19.500 0.000 68 14.675 19.500 0.000 69 19.600 19.500 0.000 70 24.525 19.500 0.000 71 29.450 19.500 0.000 72 34.375 19.500 0.000 73 36.575 19.500 0.000 74 39.300 19.500 0.000 76 44.225 19.500 0.000 77 49.150 19.500 0.000 78 54.075 19.500 0.000 79 58.900 19.500 0.000 107 4.825 14.680 0.000 109 4.825 11.680 0.000 112 1.665 14.680 0.000 113 1.665 11.680 0.000 114 4.825 4.820 0.000 116 4.825 7.820 0.000 118 1.665 4.820 0.000 119 1.665 7.820 0.000 120 13.150 4.820 0.000 122 13.150 14.680 0.000 123 9.750 11.600 0.000 125 9.750 7.820 0.000 127 13.150 11.600 0.000 128 13.150 7.820 0.000 129 4.825 2.150 0.000 130 9.750 2.150 0.000 221 40.850 19.500 0.000 222 40.850 21.530 0.000 ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 3 C O L U M N C O N N E C T I V I T Y D A T A COLUMN I END PT J END PT I END STORY C1 2 2 Below C2 3 3 Below C3 4 4 Below C4 5 5 Below C5 6 6 Below C6 7 7 Below C7 8 8 Below C8 10 10 Below C9 11 11 Below C10 12 12 Below C11 13 13 Below

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA-EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA) DATOS DE ENTRADA DEL MODELO ESTRUCTURAL

C12 14 14 Below C13 15 15 Below C14 25 25 Below C15 26 26 Below C16 27 27 Below C17 28 28 Below C18 29 29 Below C18-1 29 29-1 Below C19 30 30 Below C20 31 31 Below C20-1 31 31-1 Below C21 36 36 Below C21-1 36 36-1 Below C22 37 37 Below C23 38 38 Below C23-1 38 38-1 Below C24 39 39 Below C25 40 40 Below C25-1 40 40-1 Below C26 41 41 Below C27 42 42 Below C27-1 42 42-1 Below C28 43 43 Below C29 44 44 Below C29-1 44 44-1 Below C30 45 45 Below C31 46 46 Below C31-1 46 46-1 Below C32 47 47 Below C33 48 48 Below C33-1 48 48-1 Below C34 50 50 Below C34-1 50 50-1 Below C35 51 51 Below C36 52 52 Below C36-1 52 52-1 Below C37 53 53 Below C38 54 54 Below C38-1 54 54-1 Below C39 55 55 Below C40 56 56 Below C40-1 56 56-1 Below C41 65 65 Below C42 66 66 Below C43 67 67 Below C44 68 68 Below C45 69 69 Below C46 70 70 Below C47 71 71 Below C48 72 72 Below C49 74 74 Below C50 76 76 Below C51 77 77 Below C52 78 78 Below C53 79 79 Below C54 107 107 Below C55 114 114 Below ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 4 B E A M C O N N E C T I V I T Y D A T A BEAM I END PT J END PT B1 1 9 B2 2 3 B3 3 4 B4 4 5 B5 5 6 B6 6 7 B7 7 8 B8 8 10 B9 10 11 B10 11 12 B11 12 13 B12 13 14 B13 14 15 B14 16-1 17-1 B15 17-1 18-1 B16 2 25 B17 4 26

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA-EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA) DATOS DE ENTRADA DEL MODELO ESTRUCTURAL

B18 6 27 B19 8 28 B20 11 29 B21 13 30 B22 15 31 B23 19-1 16-1 B24 20-1 17-1 B25 21-1 18-1 B26 19-1 20-1 B27 20-1 21-1 B28 22 23 B29 23 24 B31 32 22 B32 33 23 B33 34 24 B34 25 36 B35 26 38 B36 27 40 B37 28 42 B38 29 44 B39 30 46 B40 31 48 B41 32 33 B42 33 34 B43 36 37 B44 36 38 B46 38 39 B47 38 40 B48 39 40 B49 40 41 B50 40 42 B51 41 42 B52 42 43 B53 42 44 B54 43 44 B55 44 45 B56 44 46 B57 45 46 B58 46 47 B59 46 48 B60 47 48 B61 36 50 B62 38 51 B63 40 52 B64 42 53 B65 44 54 B66 46 55 B67 48 56 B69 57-1 58-1 B70 58-1 59-1 B71 62-1 57-1 B72 63-1 58-1 B73 64-1 59-1 B74 50 65 B75 51 67 B76 52 69 B77 53 71 B78 54 74 B79 55 77 B80 56 79 B81 62-1 63-1 B82 63-1 64-1 B83 65 66 B84 66 67 B85 67 68 B86 68 69 B87 69 70 B88 70 71 B89 71 72 B90 72 74 B91 74 76 B92 76 77 B93 77 78 B94 78 79 B109 3 114 B110 114 37 B111 37 107 B112 107 66 B116 221 222

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ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 5 B R A C E C O N N E C T I V I T Y D A T A BRACE I END PT J END PT I END STORY D1 11 16-1 Below D2 13 17-1 Below D3 15 18-1 Below D4 2 22 Below D5 4 23 Below D6 6 24 Below D7 6 27-1 Below D8 11 29-2 Below D9 29-1 19-1 Same D10 31-1 21-1 Same D11 8 42-1 Below D12 46-1 20-1 Same D13 27-1 40-2 Same D14 29-2 44-1 Same D15 44-1 29-1 Same D16 48-1 31-1 Same D17 36-1 32 Same D18 38-1 33 Same D19 40-1 34 Same D20 40-2 49-1 Same D21 49-1 40-1 Same D22 50-1 36-1 Same D23 44-1 54-1 Same D24 54-2 44-1 Same D25 56-1 48-1 Same D26 42-1 58-1 Same D27 49-1 52-1 Same D28 52-2 49-1 Same D29 67 38-1 Below D30 77 46-1 Below D31 52-1 57-1 Same D32 54-1 59-1 Same D33 65 50-1 Below D34 69 52-2 Below D35 74 54-2 Below D36 79 56-1 Below D37 69 62-1 Below D38 71 63-1 Below D39 74 64-1 Below ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 6 W A L L C O N N E C T I V I T Y D A T A WALL POINT 1 POINT 2 POINT 3 POINT 4 PT1 STORY PT2 STORY PT3 STORY PT4 STORY W1 6 24 27 27-1 Below Same Same Same W2 2 25 25 22 Below Below Same Same W3 6 27-1 27 Below Same Below W4 11 29-2 29 Below Same Below W5 11 29-1 19-1 16-1 Below Same Same Same W6 11 29-2 29-1 Below Same Same W7 31 15 18-1 Below Below Same W8 31 18-1 21-1 31-1 Below Same Same Same W9 27-1 27 34 Same Same Same W10 25 36 32 25 Below Below Same Same W11 27-1 40-2 40-1 34 Same Same Same Same W12 40 27 27-1 40-2 Below Below Same Same W13 44 29 29-2 44-1 Below Below Same Same W14 29-2 44-1 29-1 Same Same Same W15 48 31 31-1 48-1 Below Below Same Same W16 36 36-1 32 Below Same Same W17 40-2 40-1 49-1 Same Same Same W18 36 50 50-1 36-1 Below Below Same Same W19 52 40 40-2 Below Below Same W20 52 40-2 49-1 52-2 Below Same Same Same W21 54-2 44-1 54-1 Same Same Same W22 54 44 44-1 54-2 Below Below Same Same W23 56 48 48-1 56-1 Below Below Same Same W24 52-2 49-1 52-1 Same Same Same W25 65 50-1 50 Below Same Below W26 69 52 52-2 Below Below Same W27 69 52-1 57-1 62-1 Below Same Same Same W28 69 52-2 52-1 Below Same Same W29 74 54-1 59-1 64-1 Below Same Same Same

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W30 74 54-2 54-1 Below Same Same W31 74 54-2 54 Below Same Below W32 79 56 56-1 Below Below Same ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 7 F L O O R C O N N E C T I V I T Y D A T A FLOOR POINT POINT POINT POINT F1 19-1 20-1 17-1 16-1 F2 20-1 21-1 18-1 17-1 F5 6 8 42 40 F6 8 11 44 42 F7 11 13 46 44 F8 13 15 48 46 F9 22 23 33 32 F10 23 24 34 33 F13 40 42 71 69 F14 44 46 77 74 F15 46 48 79 77 F16 71 72 60 61 73 74 44 42 F17 62-1 63-1 58-1 57-1 F18 63-1 64-1 59-1 58-1 F19 66 107 112 113 109 37 36 65 F21 116 37 36 2 3 114 118 119 F22 51 67 69 40 38 123 127 122 F23 38 40 6 4 26 120 128 125 F24 3 4 130 129 ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 8 R A M P C O N N E C T I V I T Y D A T A RAMP POINT 1 POINT 2 POINT 3 POINT 4 PT1 STORY PT2 STORY PT3 STORY PT4 STORY R1 13 11 16-1 17-1 Below Below Same Same R2 15 13 17-1 18-1 Below Below Same Same R3 4 2 22 23 Below Below Same Same R4 6 4 23 24 Below Below Same Same R5 6 57-1 58-1 8 Below Same Same Below R6 11 8 58-1 59-1 Below Below Same Same R7 74 77 20-1 19-1 Below Below Same Same R8 77 79 21-1 20-1 Below Below Same Same R9 67 33 32 65 Below Same Same Below R10 69 34 33 67 Below Same Same Below R11 71 63-1 62-1 69 Below Same Same Below R12 74 64-1 63-1 71 Below Same Same Below ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 9 R I G I D D I A P H R A G M P O I N T C O N N E C T I V I T Y D A T A STORY DIAPHRAGM POINT POINT POINT POINT POINT N+4.45 D1 65 66 67 68 69 70 71 72 74 76 77 78 79 2 3 4 5 6 7 8 10 11 12 13 14 15 50 36 25 56 48 31 38 52 40 27 42 54 44 29 46 37 51 26 39 41 53 43 45 55 30 47 28 60 73 61 9 1 107 109 112 113 114 116 118 119 120 122 123 125 127 128 129 130 221 222

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ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 10 M A S S S O U R C E D A T A MASS LATERAL LUMP MASS FROM MASS ONLY AT STORIES Masses Yes Yes ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 11 D I A P H R A G M M A S S D A T A STORY DIAPHRAGM MASS-X MASS-Y MMI X-M Y-M N+4.45 D1 9.020E+02 9.020E+02 3.163E+05 31.375 9.447 ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 12 A S S E M B L E D P O I N T M A S S E S STORY POINT UX UY UZ RX RY RZ N+17.00 16-1 1.093E+00 1.093E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+17.00 17-1 2.064E+00 2.064E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+17.00 18-1 1.234E+00 1.234E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+17.00 19-1 1.756E+00 1.756E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+17.00 20-1 3.628E+00 3.628E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+17.00 21-1 1.736E+00 1.736E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+17.00 22 1.389E+00 1.389E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+17.00 23 2.711E+00 2.711E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+17.00 24 1.376E+00 1.376E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+17.00 25 4.434E-01 4.434E-01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+17.00 27 4.535E-01 4.535E-01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+17.00 32 1.844E+00 1.844E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+17.00 33 3.163E+00 3.163E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+17.00 34 1.776E+00 1.776E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+17.00 49-1 3.181E-01 3.181E-01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+17.00 57-1 1.756E+00 1.756E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+17.00 58-1 3.644E+00 3.644E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+17.00 59-1 1.756E+00 1.756E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+17.00 62-1 1.093E+00 1.093E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+17.00 63-1 2.073E+00 2.073E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+17.00 64-1 1.093E+00 1.093E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 2 3.879E+00 3.879E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 3 3.090E+00 3.090E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 4 4.929E+00 4.929E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 5 3.108E+00 3.108E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 6 6.429E+00 6.429E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 7 2.854E+00 2.854E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 8 6.077E+00 6.077E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 10 2.854E+00 2.854E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 11 6.196E+00 6.196E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 12 3.108E+00 3.108E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 13 4.316E+00 4.316E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 14 3.090E+00 3.090E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 15 3.539E+00 3.539E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 25 3.421E+00 3.421E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 27 4.213E+00 4.213E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 29 4.595E+00 4.595E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 31 3.813E+00 3.813E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 36 6.347E+00 6.347E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 38 6.923E+00 6.923E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 40 9.404E+00 9.404E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 42 6.806E+00 6.806E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 44 9.303E+00 9.303E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 46 6.782E+00 6.782E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 48 6.062E+00 6.062E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 50 3.623E+00 3.623E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 52 4.467E+00 4.467E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 54 4.595E+00 4.595E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 56 3.347E+00 3.347E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 65 4.074E+00 4.074E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 66 3.090E+00 3.090E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 67 5.770E+00 5.770E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 68 3.108E+00 3.108E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 69 6.030E+00 6.030E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 70 2.854E+00 2.854E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 71 4.321E+00 4.321E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 72 2.854E+00 2.854E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 74 6.196E+00 6.196E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00

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N+8.90 76 3.108E+00 3.108E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 77 6.064E+00 6.064E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 78 3.090E+00 3.090E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 79 4.202E+00 4.202E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+4.45 254 9.020E+02 9.020E+02 0.000E+00 0.000E+00 0.000E+00 3.163E+05 N+4.45 (239) 1.316E+01 1.316E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+4.45 (240) 1.210E+01 1.210E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+4.45 (241) 2.318E+00 2.318E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+4.45 (242) 2.318E+00 2.318E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+4.45 (243) 6.170E+00 6.170E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+4.45 (244) 6.214E+00 6.214E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 2 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 3 1.350E+00 1.350E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 4 1.350E+00 1.350E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 5 1.350E+00 1.350E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 6 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 7 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 8 1.350E+00 1.350E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 10 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 11 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 12 1.350E+00 1.350E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 13 1.350E+00 1.350E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 14 1.350E+00 1.350E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 15 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 25 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 26 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 27 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 28 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 29 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 30 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 31 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 36 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 37 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 38 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 39 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 40 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 41 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 42 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 43 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 44 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 45 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 46 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 47 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 48 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 50 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 51 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 52 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 53 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 54 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 55 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 56 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 65 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 66 1.350E+00 1.350E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 67 1.350E+00 1.350E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 68 1.350E+00 1.350E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 69 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 70 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 71 1.350E+00 1.350E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 72 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 74 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 76 1.350E+00 1.350E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 77 1.350E+00 1.350E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 78 1.350E+00 1.350E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 79 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 107 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 114 1.094E+00 1.094E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+17.00 All 3.640E+01 3.640E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+8.90 All 1.919E+02 1.919E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+4.45 All 9.443E+02 9.443E+02 0.000E+00 0.000E+00 0.000E+00 3.163E+05 BASE All 6.373E+01 6.373E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 Totals All 1.236E+03 1.236E+03 0.000E+00 0.000E+00 0.000E+00 3.163E+05 ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 13 G R O U P M A S S D A T A GROUP SELF SELF TOTAL TOTAL TOTAL NAME MASS WEIGHT MASS-X MASS-Y MASS-Z ALL 1236.3589 11767.499 1236.3589 1236.3589 0.0000

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ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 14 M A T E R I A L L I S T B Y E L E M E N T T Y P E ELEMENT TOTAL NUMBER NUMBER TYPE MATERIAL MASS PIECES STUDS tons Column A500 2.98 15 Column CONC21 227.64 96 Beam A500 4.86 21 0 Beam CONC21 282.65 115 0 Brace A500 9.90 39 Floor CONC21 671.92 ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 15 M A T E R I A L L I S T B Y S E C T I O N ELEMENT NUMBER TOTAL TOTAL NUMBER SECTION TYPE PIECES LENGTH MASS STUDS meters tons COL50X50 Column 28 125.300 76.66 VIGA40X50 Beam 53 288.775 141.34 0 VIGA50X50 Beam 27 131.975 80.75 0 COL45X45 Column 68 304.650 150.98 TER1-150X25 Beam 18 135.380 4.14 0 TER1-150X25 Brace 30 138.243 4.22 TER2-200X40 Beam 3 8.790 0.72 0 TER2-200X40 Brace 9 69.121 5.67 VIGA30X50 Beam 34 160.860 59.05 0 VIGA25X50 Beam 1 4.925 1.51 0 TEC1-150X15 Column 12 66.162 1.79 TER3-200X40 Column 3 14.544 1.19 PLACALCOM Floor 671.92 ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 16 M A T E R I A L L I S T B Y S T O R Y ELEMENT TOTAL FLOOR UNIT NUMBER NUMBER STORY TYPE MATERIAL WEIGHT AREA WEIGHT PIECES STUDS tons m2 kg/m2 N+17.00 Column A500 2.98 172.571 17.2954 15 N+17.00 Beam A500 4.86 172.571 28.1463 21 0 N+17.00 Brace A500 9.90 172.571 57.3426 39 N+8.90 Column CONC21 97.66 0.000 41 N+8.90 Beam CONC21 105.48 0.000 46 0 N+4.45 Column CONC21 129.98 1016.869 127.8239 55 N+4.45 Beam CONC21 177.17 1016.869 174.2305 69 0 N+4.45 Floor CONC21 671.92 1016.869 660.7761 SUM Column A500 2.98 1189.440 2.5093 15 SUM Column CONC21 227.64 1189.440 191.3853 96 SUM Beam A500 4.86 1189.440 4.0836 21 0 SUM Beam CONC21 282.65 1189.440 237.6320 115 0 SUM Brace A500 9.90 1189.440 8.3196 39 SUM Floor CONC21 671.92 1189.440 564.9068 TOTAL All All 1199.95 1189.440 1008.8367 286 0 ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 17 M A T E R I A L P R O P E R T Y D A T A MATERIAL MATERIAL DESIGN MATERIAL MODULUS OF POISSON'S THERMAL SHEAR NAME TYPE TYPE DIR/PLANE ELASTICITY RATIO COEFF MODULUS A36 Iso Steel All 199900000.00 0.3000 1.1700E-05 76884615.38 A500 Iso Steel All 199900000.00 0.3000 1.1700E-05 76884615.38 CONC21 Iso Concrete All 21538110.000 0.2000 9.9000E-06 8974212.500 MAT1 Iso Concrete All 0.001 0.2000 9.9000E-06 0.000 M A T E R I A L P R O P E R T Y M A S S A N D W E I G H T MATERIAL MASS PER WEIGHT PER

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NAME UNIT VOL UNIT VOL A36 7.8271E+00 7.6820E+01 A500 7.8271E+00 7.6820E+01 CONC21 2.4000E+00 2.4000E+01 MAT1 2.4000E+00 0.0000E+00 M A T E R I A L D E S I G N D A T A F O R S T E E L M A T E R I A L S MATERIAL STEEL STEEL STEEL NAME FY FU COST ($) A36 252000.000 400000.000 5000.00 A500 352000.000 400000.000 5000.00 M A T E R I A L D E S I G N D A T A F O R C O N C R E T E M A T E R I A L S MATERIAL LIGHTWEIGHT CONCRETE REBAR REBAR LIGHTWT NAME CONCRETE FC FY FYS REDUC FACT CONC21 No 21000.000 420000.000 420000.000 N/A MAT1 No 0.001 420000.000 420000.000 N/A ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 18 F R A M E S E C T I O N P R O P E R T Y D A T A MATERIAL SECTION SHAPE NAME OR NAME CONC CONC FRAME SECTION NAME NAME IN SECTION DATABASE FILE COL BEAM COL50X50 CONC21 Rectangular Yes VIGA40X50 CONC21 Rectangular Yes VIGA50X50 CONC21 Rectangular Yes COL45X45 CONC21 Rectangular Yes TER1-150X250 A500 Box/Tube TER2-200X400 A500 Box/Tube VIGA30X50 CONC21 Rectangular Yes VIGA25X50 CONC21 Rectangular Yes TEC1-150X150 A500 Box/Tube TER3-200X400 A500 Box/Tube F R A M E S E C T I O N P R O P E R T Y D A T A SECTION FLANGE FLANGE WEB FLANGE FLANGE FRAME SECTION NAME DEPTH WIDTH TOP THICK TOP THICK WIDTH BOT THICK BOT COL50X50 0.5000 0.5000 0.0000 0.0000 0.0000 0.0000 VIGA40X50 0.5000 0.4000 0.0000 0.0000 0.0000 0.0000 VIGA50X50 0.5000 0.5000 0.0000 0.0000 0.0000 0.0000 COL45X45 0.4500 0.4500 0.0000 0.0000 0.0000 0.0000 TER1-150X250 0.2500 0.1500 0.0050 0.0050 0.0000 0.0000 TER2-200X400 0.4000 0.2000 0.0090 0.0090 0.0000 0.0000 VIGA30X50 0.5000 0.3000 0.0000 0.0000 0.0000 0.0000 VIGA25X50 0.5000 0.2500 0.0000 0.0000 0.0000 0.0000 TEC1-150X150 0.1500 0.1500 0.0060 0.0060 0.0000 0.0000 TER3-200X400 0.2000 0.4000 0.0090 0.0090 0.0000 0.0000 F R A M E S E C T I O N P R O P E R T Y D A T A SECTION TORSIONAL MOMENTS OF INERTIA SHEAR AREAS FRAME SECTION NAME AREA CONSTANT I33 I22 A2 A3 COL50X50 0.2500 0.0088 0.0052 0.0052 0.2083 0.2083 VIGA40X50 0.2000 0.0055 0.0042 0.0027 0.1667 0.1667 VIGA50X50 0.2500 0.0088 0.0052 0.0052 0.2083 0.2083 COL45X45 0.2025 0.0058 0.0034 0.0034 0.1688 0.1688 TER1-150X250 0.0039 0.0000 0.0000 0.0000 0.0025 0.0015 TER2-200X400 0.0105 0.0002 0.0002 0.0001 0.0072 0.0036 VIGA30X50 0.1500 0.0028 0.0031 0.0011 0.1250 0.1250 VIGA25X50 0.1250 0.0018 0.0026 0.0007 0.1042 0.1042 TEC1-150X150 0.0035 0.0000 0.0000 0.0000 0.0018 0.0018 TER3-200X400 0.0105 0.0002 0.0001 0.0002 0.0036 0.0072 F R A M E S E C T I O N P R O P E R T Y D A T A SECTION MODULI PLASTIC MODULI RADIUS OF GYRATION

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FRAME SECTION NAME S33 S22 Z33 Z22 R33 R22 COL50X50 0.0208 0.0208 0.0313 0.0313 0.1443 0.1443 VIGA40X50 0.0167 0.0133 0.0250 0.0200 0.1443 0.1155 VIGA50X50 0.0208 0.0208 0.0313 0.0313 0.1443 0.1443 COL45X45 0.0152 0.0152 0.0228 0.0228 0.1299 0.1299 TER1-150X250 0.0003 0.0002 0.0003 0.0002 0.0934 0.0629 TER2-200X400 0.0011 0.0007 0.0014 0.0008 0.1453 0.0845 VIGA30X50 0.0125 0.0075 0.0188 0.0113 0.1443 0.0866 VIGA25X50 0.0104 0.0052 0.0156 0.0078 0.1443 0.0722 TEC1-150X150 0.0002 0.0002 0.0002 0.0002 0.0588 0.0588 TER3-200X400 0.0007 0.0011 0.0008 0.0014 0.0845 0.1453 F R A M E S E C T I O N W E I G H T S A N D M A S S E S TOTAL TOTAL FRAME SECTION NAME WEIGHT MASS COL50X50 751.8000 75.1800 VIGA40X50 1386.1200 138.6120 VIGA50X50 791.8500 79.1850 COL45X45 1480.5990 148.0599 TER1-150X250 81.9764 8.3525 TER2-200X400 62.7000 6.3885 VIGA30X50 579.0960 57.9096 VIGA25X50 14.7750 1.4775 TEC1-150X150 17.5653 1.7897 TER3-200X400 11.7044 1.1926 C O N C R E T E C O L U M N D A T A REINF CONFIGURATION REINF NUM BARS NUM BARS BAR FRAME SECTION NAME LONGIT LATERAL SIZE/TYPE 3DIR/2DIR CIRCULAR COVER COL50X50 Rectangular Ties #8/Design 5/5 N/A 0.0500 COL45X45 Rectangular Ties #8/Design 4/4 N/A 0.0500 C O N C R E T E B E A M D A T A TOP BOT TOP LEFT TOP RIGHT BOT LEFT BOT RIGHT FRAME SECTION NAME COVER COVER AREA AREA AREA AREA VIGA40X50 0.0500 0.0500 0.000 0.000 0.000 0.000 VIGA50X50 0.0500 0.0500 0.000 0.000 0.000 0.000 VIGA30X50 0.0500 0.0500 0.000 0.000 0.000 0.000 VIGA25X50 0.0500 0.0500 0.000 0.000 0.000 0.000 ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 19 S H E L L S E C T I O N P R O P E R T Y D A T A SHELL MATERIAL SHELL LOAD DIST MEMBRANE BENDING TOTAL TOTAL SECTION NAME TYPE ONE WAY THICK THICK WEIGHT MASS CUB MAT1 Membrane Yes 0.0130 0.0130 0.0000 59.2803 PLACALCOM CONC21 Membrane No 0.2700 0.2700 6589.3127 658.9313 ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 20 L I N K P R O P E R T Y D A T A LINK: NLPR1 TYPE: Damper MASS WEIGHT INERTIA 1 INERTIA 2 INERTIA 3 P-D M2I P-D M2J P-D M3I P-D M3J 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 DOF KE CE DJ K C C EXP U1 0.0000 0.0000 N/A --- --- --- ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 21

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S T A T I C L O A D C A S E S STATIC CASE AUTO LAT SELF WT NOTIONAL NOTIONAL CASE TYPE LOAD MULTIPLIER FACTOR DIRECTION DEAD DEAD N/A 1.0000 LIVE LIVE N/A 0.0000 VIENTO WIND None 0.0000 VIVACUB SNOW N/A 0.0000 ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 22 R E S P O N S E S P E C T R U M C A S E S RESP SPEC CASE: SISDERX BASIC RESPONSE SPECTRUM DATA MODAL DIRECTION MODAL SPECTRUM TYPICAL COMBO COMBO DAMPING ANGLE ECCEN SRSS SRSS 0.0500 0.0000 0.0500 RESPONSE SPECTRUM FUNCTION ASSIGNMENT DATA DIRECTION FUNCTION SCALE FACT U1 DERIVAS 12.0960 U2 ---- N/A UZ ---- N/A RESP SPEC CASE: SISDERY BASIC RESPONSE SPECTRUM DATA MODAL DIRECTION MODAL SPECTRUM TYPICAL COMBO COMBO DAMPING ANGLE ECCEN SRSS SRSS 0.0500 0.0000 0.0500 RESPONSE SPECTRUM FUNCTION ASSIGNMENT DATA DIRECTION FUNCTION SCALE FACT U1 ---- N/A U2 DERIVAS 13.4190 UZ ---- N/A RESP SPEC CASE: SISDISX BASIC RESPONSE SPECTRUM DATA MODAL DIRECTION MODAL SPECTRUM TYPICAL COMBO COMBO DAMPING ANGLE ECCEN SRSS SRSS 0.0500 0.0000 0.0500 RESPONSE SPECTRUM FUNCTION ASSIGNMENT DATA DIRECTION FUNCTION SCALE FACT U1 DISENO 12.0960 U2 ---- N/A UZ ---- N/A RESP SPEC CASE: SISDISY BASIC RESPONSE SPECTRUM DATA MODAL DIRECTION MODAL SPECTRUM TYPICAL COMBO COMBO DAMPING ANGLE ECCEN SRSS SRSS 0.0500 0.0000 0.0500

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RESPONSE SPECTRUM FUNCTION ASSIGNMENT DATA DIRECTION FUNCTION SCALE FACT U1 ---- N/A U2 DISENO 13.4190 UZ ---- N/A RESP SPEC CASE: SISUMBX BASIC RESPONSE SPECTRUM DATA MODAL DIRECTION MODAL SPECTRUM TYPICAL COMBO COMBO DAMPING ANGLE ECCEN SRSS SRSS 0.0200 0.0000 0.0500 RESPONSE SPECTRUM FUNCTION ASSIGNMENT DATA DIRECTION FUNCTION SCALE FACT U1 UMBRAL 13.4290 U2 ---- N/A UZ ---- N/A RESP SPEC CASE: SISUMBY BASIC RESPONSE SPECTRUM DATA MODAL DIRECTION MODAL SPECTRUM TYPICAL COMBO COMBO DAMPING ANGLE ECCEN SRSS SRSS 0.0200 0.0000 0.0500 RESPONSE SPECTRUM FUNCTION ASSIGNMENT DATA DIRECTION FUNCTION SCALE FACT U1 ---- N/A U2 UMBRAL 14.9010 UZ ---- N/A ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 23 L O A D I N G C O M B I N A T I O N S COMBO CASE SCALE COMBO TYPE CASE TYPE FACTOR COMDIS1 ADD DEAD Static 1.4000 COMDIS2 ADD DEAD Static 1.2000 LIVE Static 1.6000 COMDIS3 ADD DEAD Static 1.2000 LIVE Static 1.0000 SISDISX Spectra 1.0000 SISDISY Spectra 0.3000 COMDIS4 ADD DEAD Static 1.2000 LIVE Static 1.0000 SISDISX Spectra 0.3000 SISDISY Spectra 1.0000 COMDIS5 ADD DEAD Static 0.9000 SISDISX Spectra 1.0000 SISDISY Spectra 0.3000 COMDIS6 ADD DEAD Static 0.9000 SISDISX Spectra 0.3000 SISDISY Spectra 1.0000 COMDIS7 ADD DEAD Static 1.2000 VIVACUB Static 0.5000 COMDIS8 ADD DEAD Static 1.2000 VIVACUB Static 1.6000 VIENTO Static 0.5000 COMDIS9 ADD DEAD Static 1.2000 VIVACUB Static 1.6000 VIENTO Static -0.5000 ENVOLVENTE ENVE COMDIS1 Combo 1.0000 COMDIS2 Combo 1.0000

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COMDIS3 Combo 1.0000 COMDIS4 Combo 1.0000 COMDIS5 Combo 1.0000 COMDIS6 Combo 1.0000 COMDIS7 Combo 1.0000 COMDIS8 Combo 1.0000 COMDIS9 Combo 1.0000 COMDER1 ADD SISDERX Spectra 1.0000 SISDERY Spectra 0.3000 COMDER2 ADD SISDERX Spectra 0.3000 SISDERY Spectra 1.0000 CIMEN ADD DEAD Static 1.0000 LIVE Static 1.0000 DEFLEX1 ADD DEAD Static 1.0000 DEFLEX2 ADD DEAD Static 1.0000 LIVE Static 1.0000 COMDERUMX ADD SISUMBX Spectra 1.0000 SISUMBY Spectra 0.3000 COMDERUMY ADD SISUMBX Spectra 0.3000 SISUMBY Spectra 1.0000 COMDIS10 ADD DEAD Static 1.2000 VIVACUB Static 0.5000 VIENTO Static 1.0000 COMDIS11 ADD DEAD Static 1.2000 VIVACUB Static 0.5000 VIENTO Static -1.0000 ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 24 R E S P O N S E S P E C T R U M F U N C T I O N - F R O M F I L E FUNCTION NAME: DERIVAS FILE NAME: c:\users\jair useche\desktop\proyectos abby\dye14-20xx - cae el redentor\bloque c\modelo\derivas.txt DATA TYPE: Period vs Acceleration NUMBER OF HEADER LINES = 0 PERIOD ACCEL 0.0000 0.5625 0.1600 0.5625 0.3200 0.5625 0.4800 0.5625 0.6400 0.5625 0.8000 0.5625 0.9600 0.5625 1.1200 0.5625 1.3031 0.4835 1.4862 0.4239 1.6692 0.3774 1.8523 0.3401 2.0354 0.3095 2.2185 0.2840 2.4015 0.2623 2.5846 0.2438 2.7677 0.2276 2.9508 0.2135 3.1338 0.2010 3.3169 0.1899 3.5000 0.1800 4.0625 0.1336 4.6250 0.1031 5.1875 0.0819 5.7500 0.0667 6.3125 0.0553 6.8750 0.0467 7.4375 0.0399 8.0000 0.0345 FUNCTION NAME: DISENO FILE NAME: c:\users\jair useche\desktop\proyectos abby\dye14-20xx - cae el redentor\bloque c\modelo\diseño.txt DATA TYPE: Period vs Acceleration NUMBER OF HEADER LINES = 0 PERIOD ACCEL 0.0000 0.1670

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0.1600 0.1670 0.3200 0.1670 0.4800 0.1670 0.6400 0.1670 0.8000 0.1670 0.9600 0.1670 1.1200 0.1670 1.3000 0.1430 1.4900 0.1260 1.6700 0.1120 1.8500 0.1010 2.0400 0.0920 2.2200 0.0840 2.4000 0.0780 2.5800 0.0720 2.7700 0.0670 2.9500 0.0630 3.1300 0.0600 3.3200 0.0560 3.5000 0.0530 4.0600 0.0400 4.6300 0.0310 5.1900 0.0240 5.7500 0.0200 6.3100 0.0160 6.8800 0.0140 7.4400 0.0120 8.0000 0.0100 FUNCTION NAME: UMBRAL FILE NAME: c:\users\jair useche\desktop\proyectos abby\dye14-20xx - cae el redentor\bloque c\modelo\umbral.txt DATA TYPE: Period vs Acceleration NUMBER OF HEADER LINES = 0 PERIOD ACCEL 0.0000 0.0800 0.2100 0.2520 0.2792 0.2520 0.3483 0.2520 0.4175 0.2520 0.4867 0.2520 0.5558 0.2520 0.6250 0.2520 0.6942 0.2520 0.7633 0.2520 0.8325 0.2520 0.9017 0.2520 0.9708 0.2520 1.0400 0.2520 1.3475 0.1937 1.6550 0.1577 1.9625 0.1330 2.2700 0.1150 2.5775 0.1013 2.8850 0.0905 3.1925 0.0818 3.5000 0.0746 4.0625 0.0554 4.6250 0.0427 5.1875 0.0339 5.7500 0.0276 6.3125 0.0229 6.8750 0.0193 7.4375 0.0165 8.0000 0.0143 ETABS v9.7.4 File:BLOQUE C CAE EL REDENTOR Units:KN-m agosto 19, 2014 15:15 PAGE 25 F R A M E S E C T I O N A S S I G N M E N T S T O L I N E O B J E C T S STORY LINE LINE SECTION AUTO SELECT ANALYSIS DESIGN DESIGN LEVEL ID TYPE TYPE SECTION SECTION PROCEDURE SECTION N+17.00 C14 Column Box/Tube None TEC1-150X15 Steel Frame TEC1-150X15 N+17.00 C16 Column Box/Tube None TEC1-150X15 Steel Frame TEC1-150X15 N+17.00 C18-1 Column Box/Tube None TEC1-150X15 Steel Frame TEC1-150X15 N+17.00 C20-1 Column Box/Tube None TEC1-150X15 Steel Frame TEC1-150X15

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N+17.00 C21-1 Column Box/Tube None TEC1-150X15 Steel Frame TEC1-150X15 N+17.00 C23-1 Column Box/Tube None TER3-200X40 Steel Frame TER3-200X40 N+17.00 C25-1 Column Box/Tube None TEC1-150X15 Steel Frame TEC1-150X15 N+17.00 C27-1 Column Box/Tube None TER3-200X40 Steel Frame TER3-200X40 N+17.00 C29-1 Column Box/Tube None TEC1-150X15 Steel Frame TEC1-150X15 N+17.00 C31-1 Column Box/Tube None TER3-200X40 Steel Frame TER3-200X40 N+17.00 C33-1 Column Box/Tube None TEC1-150X15 Steel Frame TEC1-150X15 N+17.00 C34-1 Column Box/Tube None TEC1-150X15 Steel Frame TEC1-150X15 N+17.00 C36-1 Column Box/Tube None TEC1-150X15 Steel Frame TEC1-150X15 N+17.00 C38-1 Column Box/Tube None TEC1-150X15 Steel Frame TEC1-150X15 N+17.00 C40-1 Column Box/Tube None TEC1-150X15 Steel Frame TEC1-150X15 N+8.90 C1 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C2 Column Rectangular None COL50X50 Conc Frame COL50X50 N+8.90 C3 Column Rectangular None COL50X50 Conc Frame COL50X50 N+8.90 C4 Column Rectangular None COL50X50 Conc Frame COL50X50 N+8.90 C5 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C6 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C7 Column Rectangular None COL50X50 Conc Frame COL50X50 N+8.90 C8 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C9 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C10 Column Rectangular None COL50X50 Conc Frame COL50X50 N+8.90 C11 Column Rectangular None COL50X50 Conc Frame COL50X50 N+8.90 C12 Column Rectangular None COL50X50 Conc Frame COL50X50 N+8.90 C13 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C14 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C16 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C18 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C20 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C21 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C23 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C25 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C27 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C29 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C31 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C33 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C34 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C36 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C38 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C40 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C41 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C42 Column Rectangular None COL50X50 Conc Frame COL50X50 N+8.90 C43 Column Rectangular None COL50X50 Conc Frame COL50X50 N+8.90 C44 Column Rectangular None COL50X50 Conc Frame COL50X50 N+8.90 C45 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C46 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C47 Column Rectangular None COL50X50 Conc Frame COL50X50 N+8.90 C48 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C49 Column Rectangular None COL45X45 Conc Frame COL45X45 N+8.90 C50 Column Rectangular None COL50X50 Conc Frame COL50X50 N+8.90 C51 Column Rectangular None COL50X50 Conc Frame COL50X50 N+8.90 C52 Column Rectangular None COL50X50 Conc Frame COL50X50 N+8.90 C53 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C1 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C2 Column Rectangular None COL50X50 Conc Frame COL50X50 N+4.45 C3 Column Rectangular None COL50X50 Conc Frame COL50X50 N+4.45 C4 Column Rectangular None COL50X50 Conc Frame COL50X50 N+4.45 C5 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C6 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C7 Column Rectangular None COL50X50 Conc Frame COL50X50 N+4.45 C8 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C9 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C10 Column Rectangular None COL50X50 Conc Frame COL50X50 N+4.45 C11 Column Rectangular None COL50X50 Conc Frame COL50X50 N+4.45 C12 Column Rectangular None COL50X50 Conc Frame COL50X50 N+4.45 C13 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C14 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C15 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C16 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C17 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C18 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C19 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C20 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C21 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C22 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C23 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C24 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C25 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C26 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C27 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C28 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C29 Column Rectangular None COL45X45 Conc Frame COL45X45

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N+4.45 C30 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C31 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C32 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C33 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C34 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C35 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C36 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C37 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C38 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C39 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C40 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C41 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C42 Column Rectangular None COL50X50 Conc Frame COL50X50 N+4.45 C43 Column Rectangular None COL50X50 Conc Frame COL50X50 N+4.45 C44 Column Rectangular None COL50X50 Conc Frame COL50X50 N+4.45 C45 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C46 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C47 Column Rectangular None COL50X50 Conc Frame COL50X50 N+4.45 C48 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C49 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C50 Column Rectangular None COL50X50 Conc Frame COL50X50 N+4.45 C51 Column Rectangular None COL50X50 Conc Frame COL50X50 N+4.45 C52 Column Rectangular None COL50X50 Conc Frame COL50X50 N+4.45 C53 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C54 Column Rectangular None COL45X45 Conc Frame COL45X45 N+4.45 C55 Column Rectangular None COL45X45 Conc Frame COL45X45 N+17.00 B14 Beam Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 B15 Beam Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 B23 Beam Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 B24 Beam Box/Tube None TER2-200X40 Steel Frame TER2-200X40 N+17.00 B25 Beam Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 B26 Beam Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 B27 Beam Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 B28 Beam Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 B29 Beam Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 B31 Beam Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 B32 Beam Box/Tube None TER2-200X40 Steel Frame TER2-200X40 N+17.00 B33 Beam Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 B41 Beam Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 B42 Beam Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 B69 Beam Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 B70 Beam Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 B71 Beam Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 B72 Beam Box/Tube None TER2-200X40 Steel Frame TER2-200X40 N+17.00 B73 Beam Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 B81 Beam Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 B82 Beam Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+8.90 B2 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B3 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B4 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B5 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B6 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B7 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B8 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B9 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B10 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B11 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B12 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B13 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B16 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B18 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+8.90 B20 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+8.90 B22 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B34 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B36 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+8.90 B38 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+8.90 B40 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B44 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+8.90 B47 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+8.90 B50 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+8.90 B53 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+8.90 B56 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+8.90 B59 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+8.90 B61 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B63 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+8.90 B65 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+8.90 B67 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B74 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B76 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+8.90 B78 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+8.90 B80 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50

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N+8.90 B83 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B84 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B85 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B86 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B87 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B88 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B89 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B90 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B91 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B92 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B93 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+8.90 B94 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+4.45 B1 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50 N+4.45 B2 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B3 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B4 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B5 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B6 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B7 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B8 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B9 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B10 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B11 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B12 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B13 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B16 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B17 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B18 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B19 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B20 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B21 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B22 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B34 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B35 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B36 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B37 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B38 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B39 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B40 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B43 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B46 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B48 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B49 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B51 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B52 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B54 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B55 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B57 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B58 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B60 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B61 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B62 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B63 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B64 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B65 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B66 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B67 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B74 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B75 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B76 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B77 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B78 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B79 Beam Rectangular None VIGA50X50 Conc Frame VIGA50X50 N+4.45 B80 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B83 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B84 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B85 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B86 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B87 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B88 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B89 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B90 Beam Rectangular None VIGA25X50 Conc Frame VIGA25X50 N+4.45 B91 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B92 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B93 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B94 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B109 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B110 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B111 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B112 Beam Rectangular None VIGA40X50 Conc Frame VIGA40X50 N+4.45 B116 Beam Rectangular None VIGA30X50 Conc Frame VIGA30X50

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N+17.00 D1 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D2 Brace Box/Tube None TER2-200X40 Steel Frame TER2-200X40 N+17.00 D3 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D4 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D5 Brace Box/Tube None TER2-200X40 Steel Frame TER2-200X40 N+17.00 D6 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D7 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D8 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D9 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D10 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D11 Brace Box/Tube None TER2-200X40 Steel Frame TER2-200X40 N+17.00 D12 Brace Box/Tube None TER2-200X40 Steel Frame TER2-200X40 N+17.00 D13 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D14 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D15 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D16 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D17 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D18 Brace Box/Tube None TER2-200X40 Steel Frame TER2-200X40 N+17.00 D19 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D20 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D21 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D22 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D23 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D24 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D25 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D26 Brace Box/Tube None TER2-200X40 Steel Frame TER2-200X40 N+17.00 D27 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D28 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D29 Brace Box/Tube None TER2-200X40 Steel Frame TER2-200X40 N+17.00 D30 Brace Box/Tube None TER2-200X40 Steel Frame TER2-200X40 N+17.00 D31 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D32 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D33 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D34 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D35 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D36 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D37 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25 N+17.00 D38 Brace Box/Tube None TER2-200X40 Steel Frame TER2-200X40 N+17.00 D39 Brace Box/Tube None TER1-150X25 Steel Frame TER1-150X25

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PPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

DATOS DE SALIDA DEL MODELO

PROYECTO CENTRO DE ATENCIÓN ESPECIALIZADA EL REDENTOR BLOQUE C BOGOTÁ (CUNDINAMARCA)PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)

FUERZAS EN VIGAS

BEAM FORCESUNID: kN-m

Stor Beam Load Loc P V2 T M3Story Beam Load Loc P V2 T M3N+4 45 B1 ENVOLVENTE MAX 0 0 0 0 0N+4.45 B1 ENVOLVENTE MAX 0 0 0 0 0N+4.45 B1 ENVOLVENTE MAX 2.03 0 61.43 0 -25.748N+4.45 B1 ENVOLVENTE MAX 2.03 0 61.43 0 25.748N+4.45 B1 ENVOLVENTE MIN 0 0 0 0 0N+4.45 B1 ENVOLVENTE MIN 2.03 0 25.37 0 -62.353N+8 90 B2 ENVOLVENTE MAX 0 7 8 2 1 6 295 18 819N+8.90 B2 ENVOLVENTE MAX 0 7.8 2.1 6.295 18.819N+8.90 B2 ENVOLVENTE MAX 4.825 7.8 20.25 6.295 14.26N+8.90 B2 ENVOLVENTE MAX 4.825 7.8 20.25 6.295 14.26N+8.90 B2 ENVOLVENTE MIN 0 -18.19 -19.69 -5.709 -33.051N+8.90 B2 ENVOLVENTE MIN 4.825 -18.19 -1.36 -5.709 -31.626N+4 45 B2 ENVOLVENTE MAX 0 0 7 81 3 542 55 882N+4.45 B2 ENVOLVENTE MAX 0 0 -7.81 3.542 55.882N+4.45 B2 ENVOLVENTE MAX 4.825 0 112.42 3.542 33.833N+4.45 B2 ENVOLVENTE MAX 4.825 0 112.42 3.542 33.833N+4.45 B2 ENVOLVENTE MIN 0 0 -100.91 -3.824 -127.378N+4.45 B2 ENVOLVENTE MIN 4.825 0 14.83 -3.824 -150.023N+8 90 B3 ENVOLVENTE MAX 0 4 67 0 59 4 476 13 77N+8.90 B3 ENVOLVENTE MAX 0 4.67 0.59 4.476 13.77N+8.90 B3 ENVOLVENTE MAX 4.925 4.67 19.18 4.476 18.097N+8.90 B3 ENVOLVENTE MAX 4.925 4.67 19.18 4.476 18.097N+8.90 B3 ENVOLVENTE MIN 0 -12.38 -19.78 -3.666 -29.3538.90 3 O 0 .38 9. 8 3.666 9.353N+8.90 B3 ENVOLVENTE MIN 4.925 -12.38 -1.14 -3.666 -30.853

4 45 3 O 0 0 10 67 4 806 36 035N+4.45 B3 ENVOLVENTE MAX 0 0 -10.67 4.806 36.035N+4 45 B3 ENVOLVENTE MAX 4 925 0 92 89 4 806 38 832N+4.45 B3 ENVOLVENTE MAX 4.925 0 92.89 4.806 38.832N+4.45 B3 ENVOLVENTE MIN 0 0 -93.89 -2.113 -132.531N+4.45 B3 ENVOLVENTE MIN 0 0 93.89 2.113 132.531N+4.45 B3 ENVOLVENTE MIN 4.925 0 9.88 -2.113 -130.955N+8.90 B4 ENVOLVENTE MAX 0 13.24 1.33 3.437 17.9N+8 90 B4 ENVOLVENTE MAX 4 925 13 24 20 03 3 437 12 956N+8.90 B4 ENVOLVENTE MAX 4.925 13.24 20.03 3.437 12.956N+8.90 B4 ENVOLVENTE MIN 0 -22.63 -18.98 -3.541 -31.401N+8.90 B4 ENVOLVENTE MIN 0 22.63 18.98 3.541 31.401N+8.90 B4 ENVOLVENTE MIN 4.925 -22.63 -0.45 -3.541 -31.228N+4.45 B4 ENVOLVENTE MAX 0 0 -16.72 7.251 32.829N+4 45 B4 ENVOLVENTE MAX 4 925 0 140 73 7 251 21 839N+4.45 B4 ENVOLVENTE MAX 4.925 0 140.73 7.251 21.839N+4.45 B4 ENVOLVENTE MIN 0 0 -107.47 -4.469 -143.329N+4.45 B4 ENVOLVENTE MIN 0 0 107.47 4.469 143.329N+4.45 B4 ENVOLVENTE MIN 4.925 0 32.22 -4.469 -162.762N+8.90 B5 ENVOLVENTE MAX 0 12.6 -0.12 5.393 12.779N+8 90 B5 ENVOLVENTE MAX 4 925 12 6 18 26 5 393 15 502N+8.90 B5 ENVOLVENTE MAX 4.925 12.6 18.26 5.393 15.502N+8.90 B5 ENVOLVENTE MIN 0 -21.72 -19.77 -7.332 -31.213N+8.90 B5 ENVOLVENTE MIN 0 -21.72 -19.77 -7.332 -31.213N+8.90 B5 ENVOLVENTE MIN 4.925 -21.72 -0.91 -7.332 -27.699N+4.45 B5 ENVOLVENTE MAX 0 0 -34.42 5.619 17.867N+4 45 B5 ENVOLVENTE MAX 4 925 0 105 93 5 619 21 369N+4.45 B5 ENVOLVENTE MAX 4.925 0 105.93 5.619 21.369N+4 45 B5 ENVOLVENTE MIN 0 0 -136 79 -10 963 -157 597N+4.45 B5 ENVOLVENTE MIN 0 0 -136.79 -10.963 -157.597N+4.45 B5 ENVOLVENTE MIN 4.925 0 19.99 -10.963 -139.225N 4.45 B5 ENVOLVENTE MIN 4.925 0 19.99 10.963 139.225N+8.90 B6 ENVOLVENTE MAX 0 18.46 -0.04 10.19 14.143

8 90 6 4 925 18 46 18 63 10 19 10 44N+8.90 B6 ENVOLVENTE MAX 4.925 18.46 18.63 10.19 10.44N+8 90 B6 ENVOLVENTE MIN 0 -30 11 -17 73 -9 632 -26 861N+8.90 B6 ENVOLVENTE MIN 0 -30.11 -17.73 -9.632 -26.861N+8.90 B6 ENVOLVENTE MIN 4.925 -30.11 0.83 -9.632 -27.337N+8.90 B6 ENVOLVENTE MIN 4.925 30.11 0.83 9.632 27.337N+4.45 B6 ENVOLVENTE MAX 0 0 -25.87 14.216 12.774N+4.45 B6 ENVOLVENTE MAX 4.925 0 171.48 14.216 -2.703N+4 45 B6 ENVOLVENTE MIN 0 0 -106 35 -9 921 -137 605N+4.45 B6 ENVOLVENTE MIN 0 0 -106.35 -9.921 -137.605N+4.45 B6 ENVOLVENTE MIN 4.925 0 54.73 -9.921 -162.313N+4.45 B6 ENVOLVENTE MIN 4.925 0 54.73 9.921 162.313N+8.90 B7 ENVOLVENTE MAX 0 17.71 -0.45 4.439 11.298N+8.90 B7 ENVOLVENTE MAX 4.925 17.71 18.3 4.439 12.883N+8 90 B7 ENVOLVENTE MIN 0 28 66 18 16 6 268 26 694N+8.90 B7 ENVOLVENTE MIN 0 -28.66 -18.16 -6.268 -26.694N+8.90 B7 ENVOLVENTE MIN 4.925 -28.66 0.33 -6.268 -28.315N+8.90 B7 ENVOLVENTE MIN 4.925 -28.66 0.33 -6.268 -28.315N+4.45 B7 ENVOLVENTE MAX 0 0 -50.39 2.142 4.241N+4.45 B7 ENVOLVENTE MAX 4.925 0 111.16 2.142 23.352N+4 45 B7 ENVOLVENTE MIN 0 0 171 81 5 901 167 28N+4.45 B7 ENVOLVENTE MIN 0 0 -171.81 -5.901 -167.28N+4.45 B7 ENVOLVENTE MIN 4.925 0 22.61 -5.901 -153.802N+4.45 B7 ENVOLVENTE MIN 4.925 0 22.61 -5.901 -153.802N+8.90 B8 ENVOLVENTE MAX 0 21.08 -0.57 6.698 12.136N+8.90 B8 ENVOLVENTE MAX 4.925 21.08 17.83 6.698 10.956N 8 90 B8 ENVOLVENTE MIN 0 32 65 18 29 3 188 28 549N+8.90 B8 ENVOLVENTE MIN 0 -32.65 -18.29 -3.188 -28.549N+8 90 B8 ENVOLVENTE MIN 4 925 -32 65 0 54 -3 188 -26 151N+8.90 B8 ENVOLVENTE MIN 4.925 -32.65 0.54 -3.188 -26.151N+4.45 B8 ENVOLVENTE MAX 0 0 -24.09 16.683 20.997N+4.45 B8 ENVOLVENTE MAX 0 0 24.09 16.683 20.997N+4.45 B8 ENVOLVENTE MAX 4.545 0 140.39 16.683 23.741

8 0 9 69 69 23N+4.45 B8 ENVOLVENTE MAX 4.545 0 194.69 -14.691 23.741N+4 45 B8 ENVOLVENTE MAX 4 925 0 228 8 -14 691 -1 851N+4.45 B8 ENVOLVENTE MAX 4.925 0 228.8 -14.691 -1.851N+4.45 B8 ENVOLVENTE MIN 0 0 -113.33 -0.662 -156.654N+4.45 B8 ENVOLVENTE MIN 0 0 113.33 0.662 156.654N+4.45 B8 ENVOLVENTE MIN 4.545 0 34.65 -0.662 -99.321N+4.45 B8 ENVOLVENTE MIN 4.545 0 60.02 -49.194 -99.321N+4 45 B8 ENVOLVENTE MIN 4 925 0 74 81 49 194 177 481N+4.45 B8 ENVOLVENTE MIN 4.925 0 74.81 -49.194 -177.481N+8.90 B9 ENVOLVENTE MAX 0 22.66 -0.54 10.173 11.304N+8.90 B9 ENVOLVENTE MAX 0 22.66 0.54 10.173 11.304N+8.90 B9 ENVOLVENTE MAX 4.925 22.66 18.2 10.173 14.573N+8.90 B9 ENVOLVENTE MIN 0 -33.27 -18.46 -10.339 -26.466N+8 90 B9 ENVOLVENTE MIN 4 925 33 27 0 03 10 339 27 825N+8.90 B9 ENVOLVENTE MIN 4.925 -33.27 0.03 -10.339 -27.825N+4.45 B9 ENVOLVENTE MAX 0 0 -54.76 6.844 -3.778N+4.45 B9 ENVOLVENTE MAX 0 0 -54.76 6.844 -3.778N+4.45 B9 ENVOLVENTE MAX 4.925 0 106.06 6.844 13.299N+4.45 B9 ENVOLVENTE MIN 0 0 -172.12 -18.935 -166.14

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PPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

DATOS DE SALIDA DEL MODELO

N+4.45 B9 ENVOLVENTE MIN 4.925 0 25.32 -18.935 -138.875N+8 90 B10 ENVOLVENTE MAX 0 20 0 39 10 457 14 233N+8.90 B10 ENVOLVENTE MAX 0 20 0.39 10.457 14.233N+8.90 B10 ENVOLVENTE MAX 4.925 20 19.03 10.457 12.546N+8.90 B10 ENVOLVENTE MAX 4.925 20 19.03 10.457 12.546N+8.90 B10 ENVOLVENTE MIN 0 -28.56 -18.43 -9.116 -28.589N+8.90 B10 ENVOLVENTE MIN 4.925 -28.56 0.16 -9.116 -29.764N+4 45 B10 ENVOLVENTE MAX 0 0 22 35 18 405 18 091N+4.45 B10 ENVOLVENTE MAX 0 0 -22.35 18.405 18.091N+4 45 B10 ENVOLVENTE MAX 4 925 0 172 48 18 405 8 558N+4.45 B10 ENVOLVENTE MAX 4.925 0 172.48 18.405 8.558N+4.45 B10 ENVOLVENTE MIN 0 0 -109.88 -11.68 -143.938N 4.45 B10 ENVOLVENTE MIN 0 0 109.88 11.68 143.938N+4.45 B10 ENVOLVENTE MIN 4.925 0 51.26 -11.68 -174.575

8 90 11 0 23 08 0 98 5 295 13 344N+8.90 B11 ENVOLVENTE MAX 0 23.08 0.98 5.295 13.344N+8 90 B11 ENVOLVENTE MAX 4 925 23 08 19 49 5 295 21 258N+8.90 B11 ENVOLVENTE MAX 4.925 23.08 19.49 5.295 21.258N+8.90 B11 ENVOLVENTE MIN 0 -31.89 -20.65 -2.157 -31.266N+8.90 B11 ENVOLVENTE MIN 0 31.89 20.65 2.157 31.266N+8.90 B11 ENVOLVENTE MIN 4.925 -31.89 -1.93 -2.157 -34.014N+4.45 B11 ENVOLVENTE MAX 0 0 -47.78 4.826 14.328N+4 45 B11 ENVOLVENTE MAX 4 925 0 113 33 4 826 29 569N+4.45 B11 ENVOLVENTE MAX 4.925 0 113.33 4.826 29.569N+4.45 B11 ENVOLVENTE MIN 0 0 -176.07 -9.346 -180.806N+4.45 B11 ENVOLVENTE MIN 0 0 176.07 9.346 180.806N+4.45 B11 ENVOLVENTE MIN 4.925 0 18.78 -9.346 -155.314N+8.90 B12 ENVOLVENTE MAX 0 1.51 1.42 1.54 20.27N+8 90 B12 ENVOLVENTE MAX 4 925 1 51 19 89 1 54 13 753N+8.90 B12 ENVOLVENTE MAX 4.925 1.51 19.89 1.54 13.753N+8.90 B12 ENVOLVENTE MIN 0 -11 -19.84 -5.292 -34.537N+8.90 B12 ENVOLVENTE MIN 0 -11 -19.84 -5.292 -34.537N+8.90 B12 ENVOLVENTE MIN 4.925 -11 -1.08 -5.292 -28.965N+4.45 B12 ENVOLVENTE MAX 0 0 -19.69 13.635 27.613N+4 45 B12 ENVOLVENTE MAX 4 925 0 175 07 13 635 11 647N+4.45 B12 ENVOLVENTE MAX 4.925 0 175.07 13.635 11.647N+4.45 B12 ENVOLVENTE MIN 0 0 -112.63 -8.911 -154.498N+4.45 B12 ENVOLVENTE MIN 0 0 -112.63 -8.911 -154.498N+4.45 B12 ENVOLVENTE MIN 4.925 0 48.56 -8.911 -178.262N+8.90 B13 ENVOLVENTE MAX 0 7.58 1.74 11.082 15.218N 8 90 B13 ENVOLVENTE MAX 4 825 7 58 20 41 11 082 18 413N+8.90 B13 ENVOLVENTE MAX 4.825 7.58 20.41 11.082 18.413N+8 90 B13 ENVOLVENTE MIN 0 -17 75 -19 66 -12 149 -30 293N+8.90 B13 ENVOLVENTE MIN 0 -17.75 -19.66 -12.149 -30.293N+8.90 B13 ENVOLVENTE MIN 4.825 -17.75 -1.85 -12.149 -35.02N+8.90 B13 ENVOLVENTE MIN 4.825 17.75 1.85 12.149 35.02N+4.45 B13 ENVOLVENTE MAX 0 0 -46.83 12.579 13.849

3 82 0 0 88 2 9 2 8 3N+4.45 B13 ENVOLVENTE MAX 4.825 0 105.88 12.579 52.873N+4 45 B13 ENVOLVENTE MIN 0 0 -180 78 -18 633 -187 155N+4.45 B13 ENVOLVENTE MIN 0 0 -180.78 -18.633 -187.155N+4.45 B13 ENVOLVENTE MIN 4.825 0 10.78 -18.633 -132.717N+4.45 B13 ENVOLVENTE MIN 4.825 0 10.78 18.633 132.717N+17.00 B14 ENVOLVENTE MAX 0 1.27 0.64 -0.052 12.887N+17.00 B14 ENVOLVENTE MAX 9.85 1.27 11.52 -0.052 11.435N+17 00 B14 ENVOLVENTE MIN 0 2 18 8 49 0 516 17 646N+17.00 B14 ENVOLVENTE MIN 0 -2.18 -8.49 -0.516 -17.646N+17.00 B14 ENVOLVENTE MIN 9.85 -2.18 0.35 -0.516 -27.574N+17.00 B14 ENVOLVENTE MIN 9.85 2.18 0.35 0.516 27.574N+17.00 B15 ENVOLVENTE MAX 0 1.94 -0.32 0.536 11.385N+17.00 B15 ENVOLVENTE MAX 9.75 1.94 8.38 0.536 12.767N+17 00 B15 ENVOLVENTE MIN 0 2 72 11 42 0 057 27 34N+17.00 B15 ENVOLVENTE MIN 0 -2.72 -11.42 0.057 -27.34N+17.00 B15 ENVOLVENTE MIN 9.75 -2.72 -0.68 0.057 -17.376N+17.00 B15 ENVOLVENTE MIN 9.75 -2.72 -0.68 0.057 -17.376N+8.90 B16 ENVOLVENTE MAX 0 14.28 2.57 6.452 21.808N+8.90 B16 ENVOLVENTE MAX 4.82 14.28 20.74 6.452 13.298N+8 90 B16 ENVOLVENTE MIN 0 12 01 19 2 6 264 31 012N+8.90 B16 ENVOLVENTE MIN 0 -12.01 -19.2 -6.264 -31.012N+8.90 B16 ENVOLVENTE MIN 4.82 -12.01 -0.93 -6.264 -30.179N+8.90 B16 ENVOLVENTE MIN 4.82 -12.01 -0.93 -6.264 -30.179N+4.45 B16 ENVOLVENTE MAX 0 0 -16.3 6.942 36.61. 5 6 O 0 0 6.3 6.9 36.6N+4.45 B16 ENVOLVENTE MAX 4.82 0 104.68 6.942 7.315N 4 45 B16 ENVOLVENTE MIN 0 0 90 16 11 697 105 604N+4.45 B16 ENVOLVENTE MIN 0 0 -90.16 -11.697 -105.604N+4 45 B16 ENVOLVENTE MIN 4 82 0 24 47 -11 697 -130 979N+4.45 B16 ENVOLVENTE MIN 4.82 0 24.47 -11.697 -130.979N+4.45 B17 ENVOLVENTE MAX 0 0 -10.66 9.164 54.324N+4.45 B17 ENVOLVENTE MAX 0 0 10.66 9.164 54.324N+4.45 B17 ENVOLVENTE MAX 2.15 0 18.85 9.164 78.361N+4.45 B17 ENVOLVENTE MAX 2.15 0 34.87 9.164 78.361N+4 45 B17 ENVOLVENTE MAX 4 82 0 94 92 9 164 19 621N+4.45 B17 ENVOLVENTE MAX 4.82 0 94.92 9.164 19.621N+4.45 B17 ENVOLVENTE MIN 0 0 -106.13 -9.632 -151.305N+4.45 B17 ENVOLVENTE MIN 0 0 106.13 9.632 151.305N+4.45 B17 ENVOLVENTE MIN 2.15 0 -49.46 -9.632 -1.469N+4.45 B17 ENVOLVENTE MIN 2.15 0 -26.98 -9.632 -1.469N+4 45 B17 ENVOLVENTE MIN 4 82 0 4 95 9 632 114 549N+4.45 B17 ENVOLVENTE MIN 4.82 0 4.95 -9.632 -114.549N+8.90 B18 ENVOLVENTE MAX 0 49.05 8.74 9.286 46.044N+8.90 B18 ENVOLVENTE MAX 0 49.05 8.74 9.286 46.044N+8.90 B18 ENVOLVENTE MAX 4.82 49.05 31.64 9.286 32.875N+8.90 B18 ENVOLVENTE MIN 0 -17.37 -33.09 -8.874 -59.749N+8 90 B18 ENVOLVENTE MIN 4 82 17 37 7 41 8 874 46 287N+8.90 B18 ENVOLVENTE MIN 4.82 -17.37 -7.41 -8.874 -46.287N+4.45 B18 ENVOLVENTE MAX 0 0 -4.55 14.655 70.587N+4.45 B18 ENVOLVENTE MAX 0 0 -4.55 14.655 70.587N+4.45 B18 ENVOLVENTE MAX 4.82 0 213.3 14.655 -1.961N+4.45 B18 ENVOLVENTE MIN 0 0 -118.25 -14.551 -156.888N+4 45 B18 ENVOLVENTE MIN 4 82 0 48 86 14 551 246 542N+4.45 B18 ENVOLVENTE MIN 4.82 0 48.86 -14.551 -246.542N+4.45 B19 ENVOLVENTE MAX 0 0 0.79 11.93 120.464N+4.45 B19 ENVOLVENTE MAX 0 0 0.79 11.93 120.464N+4.45 B19 ENVOLVENTE MAX 4.82 0 283.51 11.93 0.517N 4.45 B19 ENVOLVENTE MAX 4.82 0 283.51 11.93 0.517N+4.45 B19 ENVOLVENTE MIN 0 0 -149.48 -12.247 -246.141

4 45 19 4 82 0 60 84 12 247 250 454N+4.45 B19 ENVOLVENTE MIN 4.82 0 60.84 -12.247 -250.454N+8 90 B20 ENVOLVENTE MAX 0 28 85 14 63 8 752 59 875N+8.90 B20 ENVOLVENTE MAX 0 28.85 14.63 8.752 59.875N+8.90 B20 ENVOLVENTE MAX 4.82 28.85 38.01 8.752 42.814N+8.90 B20 ENVOLVENTE MAX 4.82 28.85 38.01 8.752 42.814N+8.90 B20 ENVOLVENTE MIN 0 -24.12 -38.77 -8.962 -78.164N+8.90 B20 ENVOLVENTE MIN 4.82 -24.12 -13.57 -8.962 -61.8N+4 45 B20 ENVOLVENTE MAX 0 0 3 98 14 536 104 54N+4.45 B20 ENVOLVENTE MAX 0 0 3.98 14.536 104.54N+4.45 B20 ENVOLVENTE MAX 4.82 0 287.83 14.536 29.629N+4.45 B20 ENVOLVENTE MAX 4.82 0 287.83 14.536 29.629N+4.45 B20 ENVOLVENTE MIN 0 0 -148.83 -14.743 -214.856N+4.45 B20 ENVOLVENTE MIN 4.82 0 60.37 -14.743 -282.743N+4 45 B21 ENVOLVENTE MAX 0 0 12 03 12 347 149 906N+4.45 B21 ENVOLVENTE MAX 0 0 12.03 12.347 149.906N+4.45 B21 ENVOLVENTE MAX 4.82 0 295.02 12.347 26.159N+4.45 B21 ENVOLVENTE MAX 4.82 0 295.02 12.347 26.159N+4.45 B21 ENVOLVENTE MIN 0 0 -161.12 -12.305 -276.539N+4.45 B21 ENVOLVENTE MIN 4.82 0 48.93 -12.305 -275.103N+8 90 B22 ENVOLVENTE MAX 0 8 72 11 21 6 346 43 49N+8.90 B22 ENVOLVENTE MAX 0 8.72 11.21 6.346 43.49

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PPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

DATOS DE SALIDA DEL MODELO

N+8.90 B22 ENVOLVENTE MAX 4.82 8.72 28.78 6.346 36.736N+8 90 B22 ENVOLVENTE MIN 0 16 42 30 63 6 556 61 637N+8.90 B22 ENVOLVENTE MIN 0 -16.42 -30.63 -6.556 -61.637N+8.90 B22 ENVOLVENTE MIN 4.82 -16.42 -11.76 -6.556 -49.118N+8.90 B22 ENVOLVENTE MIN 4.82 -16.42 -11.76 -6.556 -49.118N+4.45 B22 ENVOLVENTE MAX 0 0 12.82 12.176 118.844N+4.45 B22 ENVOLVENTE MAX 4.82 0 203.58 12.176 64.866N+4 45 B22 ENVOLVENTE MIN 0 0 131 27 6 989 203 372N+4.45 B22 ENVOLVENTE MIN 0 0 -131.27 -6.989 -203.372N+4 45 B22 ENVOLVENTE MIN 4 82 0 21 67 -6 989 -233 137N+4.45 B22 ENVOLVENTE MIN 4.82 0 21.67 -6.989 -233.137N+17.00 B23 ENVOLVENTE MAX 0 2.38 -1.46 0.696 1.428N 17.00 B23 ENVOLVENTE MAX 0 2.38 1.46 0.696 1.428N+17.00 B23 ENVOLVENTE MAX 2.87 2.38 10.94 0.696 -0.806

17 00 23 0 12 11 8 61 0 107 1 727N+17.00 B23 ENVOLVENTE MIN 0 -12.11 -8.61 -0.107 -1.727N+17 00 B23 ENVOLVENTE MIN 2 87 -12 11 2 24 -0 107 -7 263N+17.00 B23 ENVOLVENTE MIN 2.87 -12.11 2.24 -0.107 -7.263N+17.00 B24 ENVOLVENTE MAX 0 2.99 23.91 10.116 66.709N+17.00 B24 ENVOLVENTE MAX 0 2.99 23.91 10.116 66.709N+17.00 B24 ENVOLVENTE MAX 2.87 2.99 59.31 10.116 5.219N+17.00 B24 ENVOLVENTE MIN 0 -34.88 -5.58 -10.2 1.945N+17 00 B24 ENVOLVENTE MIN 2 87 -34 88 4 09 -10 2 -52 715N+17.00 B24 ENVOLVENTE MIN 2.87 -34.88 4.09 -10.2 -52.715N+17.00 B25 ENVOLVENTE MAX 0 3.7 -1.22 0.101 1.768N+17.00 B25 ENVOLVENTE MAX 0 3.7 1.22 0.101 1.768N+17.00 B25 ENVOLVENTE MAX 2.87 3.7 10.46 0.101 -0.965N+17.00 B25 ENVOLVENTE MIN 0 -11.7 -8.82 -0.737 -2.214N+17 00 B25 ENVOLVENTE MIN 2 87 11 7 1 97 0 737 6 678N+17.00 B25 ENVOLVENTE MIN 2.87 -11.7 1.97 -0.737 -6.678N+17.00 B26 ENVOLVENTE MAX 0 0.86 -0.31 0.059 10.038N+17.00 B26 ENVOLVENTE MAX 0 0.86 -0.31 0.059 10.038N+17.00 B26 ENVOLVENTE MAX 9.85 0.86 11.28 0.059 6.015N+17.00 B26 ENVOLVENTE MIN 0 -2.28 -8.8 -0.519 -15.26N+17 00 B26 ENVOLVENTE MIN 9 85 2 28 1 15 0 519 21 012N+17.00 B26 ENVOLVENTE MIN 9.85 -2.28 1.15 -0.519 -21.012N+17.00 B27 ENVOLVENTE MAX 0 1.04 -1.19 0.515 5.826N+17.00 B27 ENVOLVENTE MAX 0 1.04 -1.19 0.515 5.826N+17.00 B27 ENVOLVENTE MAX 9.75 1.04 8.67 0.515 9.475N+17.00 B27 ENVOLVENTE MIN 0 -2.58 -11.2 -0.06 -20.692N 17 00 B27 ENVOLVENTE MIN 9 75 2 58 0 33 0 06 14 528N+17.00 B27 ENVOLVENTE MIN 9.75 -2.58 0.33 -0.06 -14.528N+17 00 B28 ENVOLVENTE MAX 0 1 26 0 52 0 122 13 692N+17.00 B28 ENVOLVENTE MAX 0 1.26 0.52 0.122 13.692N+17.00 B28 ENVOLVENTE MAX 9.75 1.26 11.79 0.122 10.345N+17.00 B28 ENVOLVENTE MAX 9.75 1.26 11.79 0.122 10.345N+17.00 B28 ENVOLVENTE MIN 0 -2.33 -9.1 -0.232 -19.198

00 28 9 2 33 0 38 0 232 26 2N+17.00 B28 ENVOLVENTE MIN 9.75 -2.33 0.38 -0.232 -26.241N+17 00 B29 ENVOLVENTE MAX 0 2 03 -0 38 0 202 10 458N+17.00 B29 ENVOLVENTE MAX 0 2.03 -0.38 0.202 10.458N+17.00 B29 ENVOLVENTE MAX 9.85 2.03 9.23 0.202 14.019N+17.00 B29 ENVOLVENTE MAX 9.85 2.03 9.23 0.202 14.019N+17.00 B29 ENVOLVENTE MIN 0 -3.17 -11.89 -0.105 -26.593N+17.00 B29 ENVOLVENTE MIN 9.85 -3.17 -0.51 -0.105 -19.723N+17 00 B31 ENVOLVENTE MAX 0 3 21 0 62 1 996 4 614N+17.00 B31 ENVOLVENTE MAX 0 -3.21 0.62 1.996 4.614N+17.00 B31 ENVOLVENTE MAX 2.98 -3.21 16.95 1.996 -3.811N+17.00 B31 ENVOLVENTE MAX 2.98 3.21 16.95 1.996 3.811N+17.00 B31 ENVOLVENTE MAX 2.98 -2.9 7.89 7.097 -4.545N+17.00 B31 ENVOLVENTE MAX 3.05 -2.9 8.04 7.097 -3.905N+17 00 B31 ENVOLVENTE MIN 0 15 12 3 2 1 628 2 157N+17.00 B31 ENVOLVENTE MIN 0 -15.12 -3.2 -1.628 -2.157N+17.00 B31 ENVOLVENTE MIN 2.98 -15.12 2.92 -1.628 -22.389N+17.00 B31 ENVOLVENTE MIN 2.98 -15.12 2.92 -1.628 -22.389N+17.00 B31 ENVOLVENTE MIN 2.98 -15.55 -21.04 -9.928 -25.369N+17.00 B31 ENVOLVENTE MIN 3.05 -15.55 -20.62 -9.928 -23.91N+17 00 B32 ENVOLVENTE MAX 0 5 31 3 94 2 106 9 399N+17.00 B32 ENVOLVENTE MAX 0 -5.31 3.94 2.106 9.399N+17.00 B32 ENVOLVENTE MAX 3.05 -5.31 16.04 2.106 16.477N+17.00 B32 ENVOLVENTE MAX 3.05 -5.31 16.04 2.106 16.477N+17.00 B32 ENVOLVENTE MIN 0 -57.66 -24.96 -2.053 -26.919.00 3 O 0 5 .66 .96 .053 6.9 9N+17.00 B32 ENVOLVENTE MIN 3.05 -57.66 -5.78 -2.053 -22.714N 17 00 B33 ENVOLVENTE MAX 0 4 89 0 49 1 362 5 121N+17.00 B33 ENVOLVENTE MAX 0 -4.89 0.49 1.362 5.121N+17 00 B33 ENVOLVENTE MAX 2 98 -4 89 16 83 1 362 -3 655N+17.00 B33 ENVOLVENTE MAX 2.98 -4.89 16.83 1.362 -3.655N+17.00 B33 ENVOLVENTE MAX 2.98 -4.77 12.9 10.488 -4.563N+17.00 B33 ENVOLVENTE MAX 2.98 4.77 12.9 10.488 4.563N+17.00 B33 ENVOLVENTE MAX 3.05 -4.77 13.05 10.488 -4.359N+17.00 B33 ENVOLVENTE MIN 0 -18.09 -2.97 -1.773 -3.098N+17 00 B33 ENVOLVENTE MIN 2 98 -18 09 2 79 -1 773 -22 029N+17.00 B33 ENVOLVENTE MIN 2.98 -18.09 2.79 -1.773 -22.029N+17.00 B33 ENVOLVENTE MIN 2.98 -18.98 -15.87 -7.585 -25.76N+17.00 B33 ENVOLVENTE MIN 2.98 18.98 15.87 7.585 25.76N+17.00 B33 ENVOLVENTE MIN 3.05 -18.98 -15.44 -7.585 -24.664N+8.90 B34 ENVOLVENTE MAX 0 8.12 -0.4 5.051 11.636N+8 90 B34 ENVOLVENTE MAX 4 93 8 12 18 17 5 051 14 319N+8.90 B34 ENVOLVENTE MAX 4.93 8.12 18.17 5.051 14.319N+8.90 B34 ENVOLVENTE MIN 0 -6.97 -18.95 -1.663 -28.572N+8.90 B34 ENVOLVENTE MIN 0 6.97 18.95 1.663 28.572N+8.90 B34 ENVOLVENTE MIN 4.93 -6.97 -0.25 -1.663 -27.73N+4.45 B34 ENVOLVENTE MAX 0 0.28 -35.52 9.459 -0.654N+4 45 B34 ENVOLVENTE MAX 3 0 28 33 53 9 459 49 214N+4.45 B34 ENVOLVENTE MAX 3 0.28 33.53 9.459 49.214N+4.45 B34 ENVOLVENTE MAX 3 0.44 57.32 9.459 49.214N+4.45 B34 ENVOLVENTE MAX 3 0.44 57.32 9.459 49.214N+4.45 B34 ENVOLVENTE MAX 4.93 0.44 98.4 9.459 3.078N+4.45 B34 ENVOLVENTE MIN 0 -0.28 -112.8 -6.053 -125.417N+4 45 B34 ENVOLVENTE MIN 3 0 28 9 52 6 053 11 18N+4.45 B34 ENVOLVENTE MIN 3 -0.28 -9.52 -6.053 11.18N+4.45 B34 ENVOLVENTE MIN 3 -0.44 1.34 -6.053 11.18N+4.45 B34 ENVOLVENTE MIN 3 -0.44 1.34 -6.053 11.18N+4.45 B34 ENVOLVENTE MIN 4.93 -0.44 28.66 -6.053 -121.911N 4.45 B34 ENVOLVENTE MIN 4.93 0.44 28.66 6.053 121.911N+4.45 B35 ENVOLVENTE MAX 0 0 -3.56 7.87 8.249

4 45 35 3 0 9 4 7 87 57 446N+4.45 B35 ENVOLVENTE MAX 3 0 9.4 7.87 57.446N+4 45 B35 ENVOLVENTE MAX 3 0 51 93 7 87 57 446N+4.45 B35 ENVOLVENTE MAX 3 0 51.93 7.87 57.446N+4.45 B35 ENVOLVENTE MAX 4.93 0 74.94 7.87 30.531N+4.45 B35 ENVOLVENTE MAX 4.93 0 74.94 7.87 30.531N+4.45 B35 ENVOLVENTE MIN 0 0 -57.19 -4.274 -88.812N+4.45 B35 ENVOLVENTE MIN 3 0 -39.91 -4.274 -1.122N+4 45 B35 ENVOLVENTE MIN 3 0 -2 66 -4 274 -1 122N+4.45 B35 ENVOLVENTE MIN 3 0 -2.66 -4.274 -1.122N+4.45 B35 ENVOLVENTE MIN 4.93 0 11.1 -4.274 -104.781N+4.45 B35 ENVOLVENTE MIN 4.93 0 11.1 4.274 104.781N+8.90 B36 ENVOLVENTE MAX 0 34.75 2.83 4.38 22.33N+8.90 B36 ENVOLVENTE MAX 4.93 34.75 27.36 4.38 30.6N+8 90 B36 ENVOLVENTE MIN 0 2 73 30 5 03 49 834N+8.90 B36 ENVOLVENTE MIN 0 -2.73 -30 -5.03 -49.834N+8.90 B36 ENVOLVENTE MIN 4.93 -2.73 -4.83 -5.03 -46.65N+8.90 B36 ENVOLVENTE MIN 4.93 -2.73 -4.83 -5.03 -46.65N+4.45 B36 ENVOLVENTE MAX 0 0.24 -121.59 14.228 -36.858N+4.45 B36 ENVOLVENTE MAX 3 0.24 111.11 14.228 129.012N+4 45 B36 ENVOLVENTE MAX 3 0 37 168 14 14 228 129 011N+4.45 B36 ENVOLVENTE MAX 3 0.37 168.14 14.228 129.011

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DATOS DE SALIDA DEL MODELO

N+4.45 B36 ENVOLVENTE MAX 4.93 0.37 226.11 14.228 -26.02N+4 45 B36 ENVOLVENTE MIN 0 0 24 388 64 9 991 288 384N+4.45 B36 ENVOLVENTE MIN 0 -0.24 -388.64 -9.991 -288.384N+4.45 B36 ENVOLVENTE MIN 3 -0.24 9.19 -9.991 31.242N+4.45 B36 ENVOLVENTE MIN 3 -0.24 9.19 -9.991 31.242N+4.45 B36 ENVOLVENTE MIN 3 -0.37 34.19 -9.991 31.241N+4.45 B36 ENVOLVENTE MIN 4.93 -0.37 60.91 -9.991 -288.902N+4 45 B37 ENVOLVENTE MAX 0 0 88 05 11 737 37 963N+4.45 B37 ENVOLVENTE MAX 0 0 -88.05 11.737 -37.963N+4 45 B37 ENVOLVENTE MAX 4 93 0 134 73 11 737 29 115N+4.45 B37 ENVOLVENTE MAX 4.93 0 134.73 11.737 29.115N+4.45 B37 ENVOLVENTE MIN 0 0 -288.1 -11.572 -215.228N 4.45 B37 ENVOLVENTE MIN 0 0 288.1 11.572 215.228N+4.45 B37 ENVOLVENTE MIN 4.93 0 28.76 -11.572 -191.958

8 90 38 0 15 7 8 39 5 074 35 761N+8.90 B38 ENVOLVENTE MAX 0 15.7 8.39 5.074 35.761N+8 90 B38 ENVOLVENTE MAX 4 93 15 7 33 75 5 074 41 938N+8.90 B38 ENVOLVENTE MAX 4.93 15.7 33.75 5.074 41.938N+8.90 B38 ENVOLVENTE MIN 0 -0.45 -33.23 -4.401 -55.94N+8.90 B38 ENVOLVENTE MIN 0 0.45 33.23 4.401 55.94N+8.90 B38 ENVOLVENTE MIN 4.93 -0.45 -8.89 -4.401 -62.177N+4.45 B38 ENVOLVENTE MAX 0 0 -72.43 11.812 13.293N+4 45 B38 ENVOLVENTE MAX 4 93 0 150 53 11 812 50 871N+4.45 B38 ENVOLVENTE MAX 4.93 0 150.53 11.812 50.871N+4.45 B38 ENVOLVENTE MIN 0 0 -287.46 -11.308 -265.974N+4.45 B38 ENVOLVENTE MIN 0 0 287.46 11.308 265.974N+4.45 B38 ENVOLVENTE MIN 4.93 0 14.04 -11.308 -218.524N+4.45 B39 ENVOLVENTE MAX 0 0 -73.04 11.511 -7.649N+4 45 B39 ENVOLVENTE MAX 4 93 0 150 21 11 511 69 135N+4.45 B39 ENVOLVENTE MAX 4.93 0 150.21 11.511 69.135N+4.45 B39 ENVOLVENTE MIN 0 0 -287 -11.464 -244.294N+4.45 B39 ENVOLVENTE MIN 0 0 -287 -11.464 -244.294N+4.45 B39 ENVOLVENTE MIN 4.93 0 14.65 -11.464 -237.455N+8.90 B40 ENVOLVENTE MAX 0 6.33 7.74 2.264 31.263N+8 90 B40 ENVOLVENTE MAX 4 93 6 33 26 5 2 264 34 211N+8.90 B40 ENVOLVENTE MAX 4.93 6.33 26.5 2.264 34.211N+8.90 B40 ENVOLVENTE MIN 0 -14.56 -26.53 -5.15 -46.374N+8.90 B40 ENVOLVENTE MIN 0 -14.56 -26.53 -5.15 -46.374N+8.90 B40 ENVOLVENTE MIN 4.93 -14.56 -8.01 -5.15 -48.584N+4.45 B40 ENVOLVENTE MAX 0 0 -33.23 4.968 47.615N 4 45 B40 ENVOLVENTE MAX 4 93 0 128 09 4 968 68 371N+4.45 B40 ENVOLVENTE MAX 4.93 0 128.09 4.968 68.371N+4 45 B40 ENVOLVENTE MIN 0 0 -191 14 -10 367 -215 448N+4.45 B40 ENVOLVENTE MIN 0 0 -191.14 -10.367 -215.448N+4.45 B40 ENVOLVENTE MIN 4.93 0 4.06 -10.367 -194.545N+4.45 B40 ENVOLVENTE MIN 4.93 0 4.06 10.367 194.545N+17.00 B41 ENVOLVENTE MAX 0 2.52 -0.02 0.367 9.697

00 9 2 2 2 28 0 36 8N+17.00 B41 ENVOLVENTE MAX 9.75 2.52 12.28 0.367 7.877N+17 00 B41 ENVOLVENTE MIN 0 -3 16 -8 55 -0 122 -13 366N+17.00 B41 ENVOLVENTE MIN 0 -3.16 -8.55 -0.122 -13.366N+17.00 B41 ENVOLVENTE MIN 9.75 -3.16 1.21 -0.122 -25.122N+17.00 B41 ENVOLVENTE MIN 9.75 3.16 1.21 0.122 25.122N+17.00 B42 ENVOLVENTE MAX 0 2.84 -1.09 0.117 8.261N+17.00 B42 ENVOLVENTE MAX 9.85 2.84 8.67 0.117 10.872N+17 00 B42 ENVOLVENTE MIN 0 3 4 12 38 0 382 25 713N+17.00 B42 ENVOLVENTE MIN 0 -3.4 -12.38 -0.382 -25.713N+17.00 B42 ENVOLVENTE MIN 9.85 -3.4 -0.09 -0.382 -14.674N+17.00 B42 ENVOLVENTE MIN 9.85 3.4 0.09 0.382 14.674N+4.45 B43 ENVOLVENTE MAX 0 0 5.25 1.611 82.538N+4.45 B43 ENVOLVENTE MAX 4.825 0 103.89 1.611 73.073N+4 45 B43 ENVOLVENTE MIN 0 0 108 91 1 932 155 986N+4.45 B43 ENVOLVENTE MIN 0 0 -108.91 -1.932 -155.986N+4.45 B43 ENVOLVENTE MIN 4.825 0 -8.13 -1.932 -127.432N+4.45 B43 ENVOLVENTE MIN 4.825 0 -8.13 -1.932 -127.432N+8.90 B44 ENVOLVENTE MAX 0 3.61 -10.72 8.074 23.217N+8.90 B44 ENVOLVENTE MAX 9.75 3.61 38.77 8.074 2.294N+8 90 B44 ENVOLVENTE MIN 0 23 06 35 28 7 324 80 673N+8.90 B44 ENVOLVENTE MIN 0 -23.06 -35.28 -7.324 -80.673N+8.90 B44 ENVOLVENTE MIN 9.75 -23.06 13.52 -7.324 -90.372N+8.90 B44 ENVOLVENTE MIN 9.75 -23.06 13.52 -7.324 -90.372N+4.45 B46 ENVOLVENTE MAX 0 0 1.54 10.813 84.66. 5 6 O 0 0 .5 0.8 3 8 .66N+4.45 B46 ENVOLVENTE MAX 4.925 0 117.18 10.813 18.267N 4 45 B46 ENVOLVENTE MIN 0 0 90 8 11 099 136 2N+4.45 B46 ENVOLVENTE MIN 0 0 -90.8 -11.099 -136.2N+4 45 B46 ENVOLVENTE MIN 4 925 0 12 2 -11 099 -132 899N+4.45 B46 ENVOLVENTE MIN 4.925 0 12.2 -11.099 -132.899N+8.90 B47 ENVOLVENTE MAX 0 10.4 -14.49 6.699 -2.427N+8.90 B47 ENVOLVENTE MAX 0 10.4 14.49 6.699 2.427N+8.90 B47 ENVOLVENTE MAX 9.85 10.4 34.8 6.699 3.232N+8.90 B47 ENVOLVENTE MIN 0 -33.99 -36.33 -7.479 -85.708N+8 90 B47 ENVOLVENTE MIN 9 85 -33 99 13 67 -7 479 -79 829N+8.90 B47 ENVOLVENTE MIN 9.85 -33.99 13.67 -7.479 -79.829N+4.45 B48 ENVOLVENTE MAX 0 0 -17.52 11.298 6.308N+4.45 B48 ENVOLVENTE MAX 0 0 17.52 11.298 6.308N+4.45 B48 ENVOLVENTE MAX 4.925 0 88.76 11.298 41.046N+4.45 B48 ENVOLVENTE MIN 0 0 -102.02 -11.545 -116.71N+4 45 B48 ENVOLVENTE MIN 4 925 0 10 34 11 545 136 802N+4.45 B48 ENVOLVENTE MIN 4.925 0 10.34 -11.545 -136.802N+4.45 B49 ENVOLVENTE MAX 0 0 -27.04 14.99 29.099N+4.45 B49 ENVOLVENTE MAX 0 0 27.04 14.99 29.099N+4.45 B49 ENVOLVENTE MAX 4.925 0 292.91 14.99 -36.681N+4.45 B49 ENVOLVENTE MIN 0 0 -129.66 -14.453 -169.746N+4 45 B49 ENVOLVENTE MIN 4 925 0 90 44 14 453 225 966N+4.45 B49 ENVOLVENTE MIN 4.925 0 90.44 -14.453 -225.966N+8.90 B50 ENVOLVENTE MAX 0 12.91 -14.02 9.204 2.357N+8.90 B50 ENVOLVENTE MAX 0 12.91 -14.02 9.204 2.357N+8.90 B50 ENVOLVENTE MAX 9.85 12.91 35.68 9.204 -1.753N+8.90 B50 ENVOLVENTE MIN 0 -40.92 -35.36 -9.717 -82.766N+8 90 B50 ENVOLVENTE MIN 9 85 40 92 14 22 9 717 81 25N+8.90 B50 ENVOLVENTE MIN 9.85 -40.92 14.22 -9.717 -81.25N+4.45 B51 ENVOLVENTE MAX 0 0 -88.11 11.286 -34.64N+4.45 B51 ENVOLVENTE MAX 0 0 -88.11 11.286 -34.64N+4.45 B51 ENVOLVENTE MAX 4.925 0 134.38 11.286 21.657N 4.45 B51 ENVOLVENTE MAX 4.925 0 134.38 11.286 21.657N+4.45 B51 ENVOLVENTE MIN 0 0 -287.5 -9.928 -223.298

4 45 51 4 925 0 28 74 9 928 189 162N+4.45 B51 ENVOLVENTE MIN 4.925 0 28.74 -9.928 -189.162N+4 45 B52 ENVOLVENTE MAX 0 0 -28 77 14 921 22 02N+4.45 B52 ENVOLVENTE MAX 0 0 -28.77 14.921 22.02N+4.45 B52 ENVOLVENTE MAX 4.925 0 268.38 14.921 -30.361N+4.45 B52 ENVOLVENTE MAX 4.925 0 268.38 14.921 30.361N+4.45 B52 ENVOLVENTE MIN 0 0 -134.53 -16.005 -188.553N+4.45 B52 ENVOLVENTE MIN 4.925 0 81.04 -16.005 -214.122N+8 90 B53 ENVOLVENTE MAX 0 9 61 -14 16 8 938 -1 188N+8.90 B53 ENVOLVENTE MAX 0 9.61 -14.16 8.938 -1.188N+8.90 B53 ENVOLVENTE MAX 9.85 9.61 35.53 8.938 1.257N+8.90 B53 ENVOLVENTE MAX 9.85 9.61 35.53 8.938 1.257N+8.90 B53 ENVOLVENTE MIN 0 -36.66 -35.36 -8.508 -79.549N+8.90 B53 ENVOLVENTE MIN 9.85 -36.66 14.24 -8.508 -83.222N+4 45 B54 ENVOLVENTE MAX 0 0 81 38 15 785 31 113N+4.45 B54 ENVOLVENTE MAX 0 0 -81.38 15.785 -31.113N+4.45 B54 ENVOLVENTE MAX 4.925 0 134.31 15.785 19.984N+4.45 B54 ENVOLVENTE MAX 4.925 0 134.31 15.785 19.984N+4.45 B54 ENVOLVENTE MIN 0 0 -268.12 -15.327 -213.379N+4.45 B54 ENVOLVENTE MIN 4.925 0 29.34 -15.327 -188.196N+4 45 B55 ENVOLVENTE MAX 0 0 29 6 21 67 19 948N+4.45 B55 ENVOLVENTE MAX 0 0 -29.6 21.67 19.948

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DATOS DE SALIDA DEL MODELO

N+4.45 B55 ENVOLVENTE MAX 4.925 0 286.37 21.67 -33.698N+4 45 B55 ENVOLVENTE MIN 0 0 134 81 22 272 188 22N+4.45 B55 ENVOLVENTE MIN 0 0 -134.81 -22.272 -188.22N+4.45 B55 ENVOLVENTE MIN 4.925 0 88.18 -22.272 -218.614N+4.45 B55 ENVOLVENTE MIN 4.925 0 88.18 -22.272 -218.614N+8.90 B56 ENVOLVENTE MAX 0 6.72 -14.04 13.009 1.787N+8.90 B56 ENVOLVENTE MAX 9.85 6.72 35.62 13.009 -1.819N+8 90 B56 ENVOLVENTE MIN 0 32 85 35 34 12 113 82 39N+8.90 B56 ENVOLVENTE MIN 0 -32.85 -35.34 -12.113 -82.39N+8 90 B56 ENVOLVENTE MIN 9 85 -32 85 14 29 -12 113 -81 436N+8.90 B56 ENVOLVENTE MIN 9.85 -32.85 14.29 -12.113 -81.436N+4.45 B57 ENVOLVENTE MAX 0 0 -87.53 15.376 -32.706N 4.45 B57 ENVOLVENTE MAX 0 0 87.53 15.376 32.706N+4.45 B57 ENVOLVENTE MAX 4.925 0 135.51 15.376 22.045

4 45 57 0 0 286 31 15 387 219 873N+4.45 B57 ENVOLVENTE MIN 0 0 -286.31 -15.387 -219.873N+4 45 B57 ENVOLVENTE MIN 4 925 0 28 93 -15 387 -190 7N+4.45 B57 ENVOLVENTE MIN 4.925 0 28.93 -15.387 -190.7N+4.45 B58 ENVOLVENTE MAX 0 0 -30.16 21.427 19.884N+4.45 B58 ENVOLVENTE MAX 0 0 30.16 21.427 19.884N+4.45 B58 ENVOLVENTE MAX 4.925 0 286.61 21.427 -36.967N+4.45 B58 ENVOLVENTE MIN 0 0 -134.08 -21.5 -188.732N+4 45 B58 ENVOLVENTE MIN 4 925 0 88 72 -21 5 -216 755N+4.45 B58 ENVOLVENTE MIN 4.925 0 88.72 -21.5 -216.755N+8.90 B59 ENVOLVENTE MAX 0 1.22 -13.52 12.148 1.578N+8.90 B59 ENVOLVENTE MAX 0 1.22 13.52 12.148 1.578N+8.90 B59 ENVOLVENTE MAX 9.75 1.22 35.56 12.148 20.259N+8.90 B59 ENVOLVENTE MIN 0 -27.75 -37.99 -12.868 -87.353N+8 90 B59 ENVOLVENTE MIN 9 75 27 75 11 21 12 868 82 938N+8.90 B59 ENVOLVENTE MIN 9.75 -27.75 11.21 -12.868 -82.938N+4.45 B60 ENVOLVENTE MAX 0 0 -81.44 24.075 -27.292N+4.45 B60 ENVOLVENTE MAX 0 0 -81.44 24.075 -27.292N+4.45 B60 ENVOLVENTE MAX 4.825 0 128.04 24.075 60.145N+4.45 B60 ENVOLVENTE MIN 0 0 -286.88 -24.263 -228.059N+4 45 B60 ENVOLVENTE MIN 4 825 0 16 83 24 263 171 107N+4.45 B60 ENVOLVENTE MIN 4.825 0 16.83 -24.263 -171.107N+8.90 B61 ENVOLVENTE MAX 0 8.31 -0.01 1.612 13.693N+8.90 B61 ENVOLVENTE MAX 0 8.31 -0.01 1.612 13.693N+8.90 B61 ENVOLVENTE MAX 4.93 8.31 18.68 1.612 11.245N+8.90 B61 ENVOLVENTE MIN 0 -6.03 -18.03 -4.591 -27.467N 8 90 B61 ENVOLVENTE MIN 4 93 6 03 0 55 4 591 27 927N+8.90 B61 ENVOLVENTE MIN 4.93 -6.03 0.55 -4.591 -27.927N+4 45 B61 ENVOLVENTE MAX 0 0 44 -28 69 6 46 3 039N+4.45 B61 ENVOLVENTE MAX 0 0.44 -28.69 6.46 3.039N+4.45 B61 ENVOLVENTE MAX 1.93 0.44 -1.37 6.46 49.333N+4.45 B61 ENVOLVENTE MAX 1.93 0.44 1.37 6.46 49.333N+4.45 B61 ENVOLVENTE MAX 1.93 0.28 9.49 6.46 49.333

6 93 0 28 2 8 6 6 22N+4.45 B61 ENVOLVENTE MAX 4.93 0.28 112.87 6.46 -1.224N+4 45 B61 ENVOLVENTE MIN 0 -0 44 -98 05 -9 617 -120 963N+4.45 B61 ENVOLVENTE MIN 0 -0.44 -98.05 -9.617 -120.963N+4.45 B61 ENVOLVENTE MIN 1.93 -0.44 -56.97 -9.617 11.351N+4.45 B61 ENVOLVENTE MIN 1.93 0.44 56.97 9.617 11.351N+4.45 B61 ENVOLVENTE MIN 1.93 -0.28 -33.18 -9.617 11.351N+4.45 B61 ENVOLVENTE MIN 4.93 -0.28 35.77 -9.617 -125.513N+4 45 B62 ENVOLVENTE MAX 0 0 12 93 4 403 26 869N+4.45 B62 ENVOLVENTE MAX 0 0 -12.93 4.403 26.869N+4.45 B62 ENVOLVENTE MAX 1.85 0 0.05 4.403 56.689N+4.45 B62 ENVOLVENTE MAX 1.85 0 0.05 4.403 56.689N+4.45 B62 ENVOLVENTE MAX 1.85 0 33.94 4.403 56.689N+4.45 B62 ENVOLVENTE MAX 4.93 0 51.68 4.403 9.837N+4 45 B62 ENVOLVENTE MIN 0 0 75 28 7 794 105 387N+4.45 B62 ENVOLVENTE MIN 0 0 -75.28 -7.794 -105.387N+4.45 B62 ENVOLVENTE MIN 1.85 0 -53.7 -7.794 -3.991N+4.45 B62 ENVOLVENTE MIN 1.85 0 -53.7 -7.794 -3.991N+4.45 B62 ENVOLVENTE MIN 1.85 0 -10.77 -7.794 -3.991N+4.45 B62 ENVOLVENTE MIN 4.93 0 2.54 -7.794 -76.308N+8 90 B63 ENVOLVENTE MAX 0 28 57 4 56 3 5 30 051N+8.90 B63 ENVOLVENTE MAX 0 28.57 4.56 3.5 30.051N+8.90 B63 ENVOLVENTE MAX 4.93 28.57 29.68 3.5 22.018N+8.90 B63 ENVOLVENTE MAX 4.93 28.57 29.68 3.5 22.018N+8.90 B63 ENVOLVENTE MIN 0 -3.1 -27.19 -3.744 -45.9638.90 63 O 0 3. . 9 3. 5.963N+8.90 B63 ENVOLVENTE MIN 4.93 -3.1 -2.62 -3.744 -48.878N 4 45 B63 ENVOLVENTE MAX 0 0 37 62 44 10 04 27 058N+4.45 B63 ENVOLVENTE MAX 0 0.37 -62.44 10.04 -27.058N+4 45 B63 ENVOLVENTE MAX 1 85 0 37 -37 48 10 04 121 088N+4.45 B63 ENVOLVENTE MAX 1.85 0.37 -37.48 10.04 121.088N+4.45 B63 ENVOLVENTE MAX 1.85 0.22 -13.4 10.041 121.089N+4.45 B63 ENVOLVENTE MAX 1.85 0.22 13.4 10.041 121.089N+4.45 B63 ENVOLVENTE MAX 4.93 0.22 389.28 10.041 -38.04N+4.45 B63 ENVOLVENTE MIN 0 -0.37 -229.91 -14.451 -289.921N+4 45 B63 ENVOLVENTE MIN 1 85 -0 37 -176 1 -14 451 25 996N+4.45 B63 ENVOLVENTE MIN 1.85 -0.37 -176.1 -14.451 25.996N+4.45 B63 ENVOLVENTE MIN 1.85 -0.22 -119.48 -14.451 25.996N+4.45 B63 ENVOLVENTE MIN 1.85 0.22 119.48 14.451 25.996N+4.45 B63 ENVOLVENTE MIN 4.93 -0.22 122.08 -14.451 -289.124N+4.45 B64 ENVOLVENTE MAX 0 0 -22.08 11.61 36.825N+4 45 B64 ENVOLVENTE MAX 4 93 0 263 46 11 61 44 344N+4.45 B64 ENVOLVENTE MAX 4.93 0 263.46 11.61 -44.344N+4.45 B64 ENVOLVENTE MIN 0 0 -125.66 -11.979 -184.307N+4.45 B64 ENVOLVENTE MIN 0 0 125.66 11.979 184.307N+4.45 B64 ENVOLVENTE MIN 4.93 0 77.06 -11.979 -247.757N+8.90 B65 ENVOLVENTE MAX 0 16.3 8.72 3.775 42.165N+8 90 B65 ENVOLVENTE MAX 4 93 16 3 32 89 3 775 36 54N+8.90 B65 ENVOLVENTE MAX 4.93 16.3 32.89 3.775 36.54N+8.90 B65 ENVOLVENTE MIN 0 0.79 -34.01 -3.31 -61.526N+8.90 B65 ENVOLVENTE MIN 0 0.79 -34.01 -3.31 -61.526N+8.90 B65 ENVOLVENTE MIN 4.93 0.79 -8.48 -3.31 -53.752N+4.45 B65 ENVOLVENTE MAX 0 0 -11.13 12.149 53.65N+4 45 B65 ENVOLVENTE MAX 4 93 0 257 09 12 149 9 699N+4.45 B65 ENVOLVENTE MAX 4.93 0 257.09 12.149 9.699N+4.45 B65 ENVOLVENTE MIN 0 0 -144.39 -11.405 -212.781N+4.45 B65 ENVOLVENTE MIN 0 0 -144.39 -11.405 -212.781N+4.45 B65 ENVOLVENTE MIN 4.93 0 61.06 -11.405 -275.119N 4.45 B65 ENVOLVENTE MIN 4.93 0 61.06 11.405 275.119N+4.45 B66 ENVOLVENTE MAX 0 0 -17.38 11.571 63.821

4 45 66 4 93 0 286 02 11 571 15 064N+4.45 B66 ENVOLVENTE MAX 4.93 0 286.02 11.571 -15.064N+4 45 B66 ENVOLVENTE MIN 0 0 -148 6 -11 509 -236 42N+4.45 B66 ENVOLVENTE MIN 0 0 -148.6 -11.509 -236.42N+4.45 B66 ENVOLVENTE MIN 4.93 0 75.09 -11.509 -235.609N+4.45 B66 ENVOLVENTE MIN 4.93 0 75.09 11.509 235.609N+8.90 B67 ENVOLVENTE MAX 0 5.92 7.83 4.376 33.703N+8.90 B67 ENVOLVENTE MAX 4.93 5.92 26.2 4.376 31.745N+8 90 B67 ENVOLVENTE MIN 0 -14 44 -26 9 -1 961 -49 769N+8.90 B67 ENVOLVENTE MIN 0 -14.44 -26.9 -1.961 -49.769N+8.90 B67 ENVOLVENTE MIN 4.93 -14.44 -7.99 -1.961 -45.703N+8.90 B67 ENVOLVENTE MIN 4.93 14.44 7.99 1.961 45.703N+4.45 B67 ENVOLVENTE MAX 0 0 -4.38 10.405 67.569N+4.45 B67 ENVOLVENTE MAX 4.93 0 190.59 10.405 48.646N+4 45 B67 ENVOLVENTE MIN 0 0 128 72 5 13 196 048N+4.45 B67 ENVOLVENTE MIN 0 0 -128.72 -5.13 -196.048N+4.45 B67 ENVOLVENTE MIN 4.93 0 32.83 -5.13 -214.099N+4.45 B67 ENVOLVENTE MIN 4.93 0 32.83 -5.13 -214.099N+17.00 B69 ENVOLVENTE MAX 0 4.98 -1.19 0.58 5.714N+17.00 B69 ENVOLVENTE MAX 9.85 4.98 11.26 0.58 1.46N+17 00 B69 ENVOLVENTE MIN 0 6 5 8 81 0 003 11 082N+17.00 B69 ENVOLVENTE MIN 0 -6.5 -8.81 0.003 -11.082

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DATOS DE SALIDA DEL MODELO

N+17.00 B69 ENVOLVENTE MIN 9.85 -6.5 2.03 0.003 -19.848N+17 00 B70 ENVOLVENTE MAX 0 1 86 2 04 0 022 1 484N+17.00 B70 ENVOLVENTE MAX 0 1.86 -2.04 0.022 1.484N+17.00 B70 ENVOLVENTE MAX 9.85 1.86 8.79 0.022 5.768N+17.00 B70 ENVOLVENTE MAX 9.85 1.86 8.79 0.022 5.768N+17.00 B70 ENVOLVENTE MIN 0 -3.26 -11.28 -0.523 -19.798N+17.00 B70 ENVOLVENTE MIN 9.85 -3.26 1.19 -0.523 -10.973N+17 00 B71 ENVOLVENTE MAX 0 1 19 2 66 0 176 1 143N+17.00 B71 ENVOLVENTE MAX 0 1.19 -2.66 0.176 -1.143N+17 00 B71 ENVOLVENTE MAX 2 87 1 19 7 59 0 176 1 946N+17.00 B71 ENVOLVENTE MAX 2.87 1.19 7.59 0.176 1.946N+17.00 B71 ENVOLVENTE MIN 0 -12.26 -11.37 -0.565 -7.492N 17.00 B71 ENVOLVENTE MIN 0 12.26 11.37 0.565 7.492N+17.00 B71 ENVOLVENTE MIN 2.87 -12.26 1.31 -0.565 -0.636

17 00 72 0 1 09 6 82 6 527 1 488N+17.00 B72 ENVOLVENTE MAX 0 -1.09 -6.82 6.527 1.488N+17 00 B72 ENVOLVENTE MAX 2 87 -1 09 2 91 6 527 66 8N+17.00 B72 ENVOLVENTE MAX 2.87 -1.09 2.91 6.527 66.8N+17.00 B72 ENVOLVENTE MIN 0 -35.31 -59.66 -6.512 -53.324N+17.00 B72 ENVOLVENTE MIN 0 35.31 59.66 6.512 53.324N+17.00 B72 ENVOLVENTE MIN 2.87 -35.31 -24.05 -6.512 6.102N+17.00 B73 ENVOLVENTE MAX 0 2.24 -2.25 0.697 -0.818N+17 00 B73 ENVOLVENTE MAX 2 87 2 24 8 63 0 697 1 376N+17.00 B73 ENVOLVENTE MAX 2.87 2.24 8.63 0.697 1.376N+17.00 B73 ENVOLVENTE MIN 0 -12.08 -10.93 -0.123 -7.221N+17.00 B73 ENVOLVENTE MIN 0 12.08 10.93 0.123 7.221N+17.00 B73 ENVOLVENTE MIN 2.87 -12.08 1.49 -0.123 -1.71N+8.90 B74 ENVOLVENTE MAX 0 14.59 1.55 6.236 14.477N+8 90 B74 ENVOLVENTE MAX 4 82 14 59 20 05 6 236 20 541N+8.90 B74 ENVOLVENTE MAX 4.82 14.59 20.05 6.236 20.541N+8.90 B74 ENVOLVENTE MIN 0 -11.65 -20.11 -6.85 -29.1N+8.90 B74 ENVOLVENTE MIN 0 -11.65 -20.11 -6.85 -29.1N+8.90 B74 ENVOLVENTE MIN 4.82 -11.65 -2.18 -6.85 -33.503N+4.45 B74 ENVOLVENTE MAX 0 0 -24.09 11.964 8.192N+4 45 B74 ENVOLVENTE MAX 4 82 0 90 74 11 964 36 657N+4.45 B74 ENVOLVENTE MAX 4.82 0 90.74 11.964 36.657N+4.45 B74 ENVOLVENTE MIN 0 0 -104.5 -7.24 -130.599N+4.45 B74 ENVOLVENTE MIN 0 0 -104.5 -7.24 -130.599N+4.45 B74 ENVOLVENTE MIN 4.82 0 16.29 -7.24 -107.103N+4.45 B75 ENVOLVENTE MAX 0 0 6.99 10.407 32.934N 4 45 B75 ENVOLVENTE MAX 4 82 0 84 76 10 407 83 704N+4.45 B75 ENVOLVENTE MAX 4.82 0 84.76 10.407 83.704N+4 45 B75 ENVOLVENTE MIN 0 0 -85 96 -8 793 -104 86N+4.45 B75 ENVOLVENTE MIN 0 0 -85.96 -8.793 -104.86N+4.45 B75 ENVOLVENTE MIN 4.82 0 -7.07 -8.793 -152.541N+4.45 B75 ENVOLVENTE MIN 4.82 0 7.07 8.793 152.541N+8.90 B76 ENVOLVENTE MAX 0 45.11 8.19 8.712 34.775

8 90 6 82 3 8 8 2 2 6 8N+8.90 B76 ENVOLVENTE MAX 4.82 45.11 34.18 8.712 42.648N+8 90 B76 ENVOLVENTE MIN 0 -8 28 -30 45 -8 548 -45 442N+8.90 B76 ENVOLVENTE MIN 0 -8.28 -30.45 -8.548 -45.442N+8.90 B76 ENVOLVENTE MIN 4.82 -8.28 -7.86 -8.548 -63.097N+8.90 B76 ENVOLVENTE MIN 4.82 8.28 7.86 8.548 63.097N+4.45 B76 ENVOLVENTE MAX 0 0 -48.85 14.612 -1.768N+4.45 B76 ENVOLVENTE MAX 4.82 0 118.19 14.612 70.86N+4 45 B76 ENVOLVENTE MIN 0 0 213 48 14 458 246 978N+4.45 B76 ENVOLVENTE MIN 0 0 -213.48 -14.458 -246.978N+4.45 B76 ENVOLVENTE MIN 4.82 0 4.44 -14.458 -156.545N+4.45 B76 ENVOLVENTE MIN 4.82 0 4.44 14.458 156.545N+4.45 B77 ENVOLVENTE MAX 0 0.69 -95.74 11.523 -36.728N+4.45 B77 ENVOLVENTE MAX 1.82 0.69 -34.75 11.523 214.634N+4 45 B77 ENVOLVENTE MAX 1 82 0 42 81 49 11 523 214 634N+4.45 B77 ENVOLVENTE MAX 1.82 0.42 81.49 11.523 214.634N+4.45 B77 ENVOLVENTE MAX 4.82 0.42 189.32 11.523 64.699N+4.45 B77 ENVOLVENTE MAX 4.82 0.42 189.32 11.523 64.699N+4.45 B77 ENVOLVENTE MIN 0 -0.69 -355.41 -12.605 -300.794N+4.45 B77 ENVOLVENTE MIN 1.82 -0.69 -208.03 -12.605 75.516N+4 45 B77 ENVOLVENTE MIN 1 82 0 42 25 35 12 605 75 516N+4.45 B77 ENVOLVENTE MIN 1.82 -0.42 -25.35 -12.605 75.516N+4.45 B77 ENVOLVENTE MIN 4.82 -0.42 30.22 -12.605 -265.027N+4.45 B77 ENVOLVENTE MIN 4.82 -0.42 30.22 -12.605 -265.027N+8.90 B78 ENVOLVENTE MAX 0 27.51 13.56 8.31 41.8558.90 8 O 0 .5 3.56 8.3 .855N+8.90 B78 ENVOLVENTE MAX 4.82 27.51 38.56 8.31 60.284N 8 90 B78 ENVOLVENTE MIN 0 27 96 38 58 9 285 64 496N+8.90 B78 ENVOLVENTE MIN 0 -27.96 -38.58 -9.285 -64.496N+8 90 B78 ENVOLVENTE MIN 4 82 -27 96 -14 99 -9 285 -79 432N+8.90 B78 ENVOLVENTE MIN 4.82 -27.96 -14.99 -9.285 -79.432N+4.45 B78 ENVOLVENTE MAX 0 0.39 -74.52 16.977 9.557N+4.45 B78 ENVOLVENTE MAX 0 0.39 74.52 16.977 9.557N+4.45 B78 ENVOLVENTE MAX 1.82 0.39 -13.53 16.977 175.312N+4.45 B78 ENVOLVENTE MAX 1.82 0.24 75.26 16.977 175.312N+4 45 B78 ENVOLVENTE MAX 4 82 0 24 182 86 16 977 82 564N+4.45 B78 ENVOLVENTE MAX 4.82 0.24 182.86 16.977 82.564N+4.45 B78 ENVOLVENTE MIN 0 -0.39 -323.16 -11.578 -324.624N+4.45 B78 ENVOLVENTE MIN 0 0.39 323.16 11.578 324.624N+4.45 B78 ENVOLVENTE MIN 1.82 -0.39 -192.07 -11.578 49.868N+4.45 B78 ENVOLVENTE MIN 1.82 -0.24 -43 -11.578 49.868N+4 45 B78 ENVOLVENTE MIN 4 82 0 24 12 46 11 578 255 962N+4.45 B78 ENVOLVENTE MIN 4.82 -0.24 12.46 -11.578 -255.962N+4.45 B79 ENVOLVENTE MAX 0 0 -38.5 12.462 38.572N+4.45 B79 ENVOLVENTE MAX 0 0 38.5 12.462 38.572N+4.45 B79 ENVOLVENTE MAX 4.82 0 171.31 12.462 194.609N+4.45 B79 ENVOLVENTE MIN 0 0 -307.52 -12.337 -289.757N+4 45 B79 ENVOLVENTE MIN 4 82 0 24 28 12 337 313 512N+4.45 B79 ENVOLVENTE MIN 4.82 0 -24.28 -12.337 -313.512N+8.90 B80 ENVOLVENTE MAX 0 25.92 11.46 6.592 36.064N+8.90 B80 ENVOLVENTE MAX 0 25.92 11.46 6.592 36.064N+8.90 B80 ENVOLVENTE MAX 4.82 25.92 30.07 6.592 46.489N+8.90 B80 ENVOLVENTE MIN 0 -35.11 -29.9 -6.069 -50.684N+8 90 B80 ENVOLVENTE MIN 4 82 35 11 12 07 6 069 60 031N+8.90 B80 ENVOLVENTE MIN 4.82 -35.11 -12.07 -6.069 -60.031N+4.45 B80 ENVOLVENTE MAX 0 0 -21.77 6.971 64.416N+4.45 B80 ENVOLVENTE MAX 0 0 -21.77 6.971 64.416N+4.45 B80 ENVOLVENTE MAX 4.82 0 130.92 6.971 120.577N 4.45 B80 ENVOLVENTE MAX 4.82 0 130.92 6.971 120.577N+4.45 B80 ENVOLVENTE MIN 0 0 -204.43 -11.97 -234.905

4 45 80 4 82 0 13 43 11 97 202 71N+4.45 B80 ENVOLVENTE MIN 4.82 0 -13.43 -11.97 -202.71N+17 00 B81 ENVOLVENTE MAX 0 2 32 -0 6 0 472 7 429N+17.00 B81 ENVOLVENTE MAX 0 2.32 -0.6 0.472 7.429N+17.00 B81 ENVOLVENTE MAX 9.85 2.32 11.54 0.472 4.604N+17.00 B81 ENVOLVENTE MAX 9.85 2.32 11.54 0.472 4.604N+17.00 B81 ENVOLVENTE MIN 0 -3.27 -8.47 0.061 -12.17N+17.00 B81 ENVOLVENTE MIN 9.85 -3.27 1.6 0.061 -21.535N+17 00 B82 ENVOLVENTE MAX 0 1 07 -1 61 -0 081 4 522N+17.00 B82 ENVOLVENTE MAX 0 1.07 -1.61 -0.081 4.522N+17.00 B82 ENVOLVENTE MAX 9.85 1.07 8.49 -0.081 7.327N+17.00 B82 ENVOLVENTE MAX 9.85 1.07 8.49 0.081 7.327N+17.00 B82 ENVOLVENTE MIN 0 -2.05 -11.52 -0.515 -21.376N+17.00 B82 ENVOLVENTE MIN 9.85 -2.05 0.63 -0.515 -12.129N+8 90 B83 ENVOLVENTE MAX 0 8 36 2 61 8 607 19 739N+8.90 B83 ENVOLVENTE MAX 0 8.36 2.61 8.607 19.739N+8.90 B83 ENVOLVENTE MAX 4.825 8.36 21 8.607 14.39N+8.90 B83 ENVOLVENTE MAX 4.825 8.36 21 8.607 14.39N+8.90 B83 ENVOLVENTE MIN 0 -19.7 -19.52 -8.789 -32.769N+8.90 B83 ENVOLVENTE MIN 4.825 -19.7 -1.44 -8.789 -33.795N+4 45 B83 ENVOLVENTE MAX 0 0 8 03 3 944 56 186N+4.45 B83 ENVOLVENTE MAX 0 0 -8.03 3.944 56.186

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DATOS DE SALIDA DEL MODELO

N+4.45 B83 ENVOLVENTE MAX 4.825 0 111.52 3.944 37.083N+4 45 B83 ENVOLVENTE MIN 0 0 102 56 5 536 129 436N+4.45 B83 ENVOLVENTE MIN 0 0 -102.56 -5.536 -129.436N+4.45 B83 ENVOLVENTE MIN 4.825 0 13.86 -5.536 -146.014N+4.45 B83 ENVOLVENTE MIN 4.825 0 13.86 -5.536 -146.014N+8.90 B84 ENVOLVENTE MAX 0 5.15 0.31 8.629 14.408N+8.90 B84 ENVOLVENTE MAX 4.925 5.15 18.95 8.629 15.327N+8 90 B84 ENVOLVENTE MIN 0 10 48 19 2 5 571 28 473N+8.90 B84 ENVOLVENTE MIN 0 -10.48 -19.2 -5.571 -28.473N+8 90 B84 ENVOLVENTE MIN 4 925 -10 48 -0 61 -5 571 -28 018N+8.90 B84 ENVOLVENTE MIN 4.925 -10.48 -0.61 -5.571 -28.018N+4.45 B84 ENVOLVENTE MAX 0 0 1.88 4.432 47.403N 4.45 B84 ENVOLVENTE MAX 0 0 1.88 4.432 47.403N+4.45 B84 ENVOLVENTE MAX 4.925 0 67 4.432 49.331

4 45 84 0 0 67 57 7 004 110 753N+4.45 B84 ENVOLVENTE MIN 0 0 -67.57 -7.004 -110.753N+4 45 B84 ENVOLVENTE MIN 4 925 0 -2 38 -7 004 -110 036N+4.45 B84 ENVOLVENTE MIN 4.925 0 -2.38 -7.004 -110.036N+8.90 B85 ENVOLVENTE MAX 0 5.9 0.72 4.401 14.374N+8.90 B85 ENVOLVENTE MAX 0 5.9 0.72 4.401 14.374N+8.90 B85 ENVOLVENTE MAX 4.925 5.9 19.14 4.401 13.86N+8.90 B85 ENVOLVENTE MIN 0 -16.1 -19.24 -8.492 -30.716N+8 90 B85 ENVOLVENTE MIN 4 925 -16 1 -0 42 -8 492 -30 683N+8.90 B85 ENVOLVENTE MIN 4.925 -16.1 -0.42 -8.492 -30.683N+4.45 B85 ENVOLVENTE MAX 0 0 -15.85 4.643 35.695N+4.45 B85 ENVOLVENTE MAX 0 0 15.85 4.643 35.695N+4.45 B85 ENVOLVENTE MAX 4.925 0 142.35 4.643 21.908N+4.45 B85 ENVOLVENTE MIN 0 0 -106.4 -5.565 -138.902N+4 45 B85 ENVOLVENTE MIN 4 925 0 32 53 5 565 165 04N+4.45 B85 ENVOLVENTE MIN 4.925 0 32.53 -5.565 -165.04N+8.90 B86 ENVOLVENTE MAX 0 5.08 -0.64 9.518 12.419N+8.90 B86 ENVOLVENTE MAX 0 5.08 -0.64 9.518 12.419N+8.90 B86 ENVOLVENTE MAX 4.925 5.08 17.75 9.518 14.543N+8.90 B86 ENVOLVENTE MIN 0 -15.33 -19.52 -8.449 -30.784N+8 90 B86 ENVOLVENTE MIN 4 925 15 33 0 68 8 449 25 31N+8.90 B86 ENVOLVENTE MIN 4.925 -15.33 -0.68 -8.449 -25.31N+4.45 B86 ENVOLVENTE MAX 0 0 -34.06 12.595 18.638N+4.45 B86 ENVOLVENTE MAX 0 0 -34.06 12.595 18.638N+4.45 B86 ENVOLVENTE MAX 4.925 0 106.26 12.595 22.379N+4.45 B86 ENVOLVENTE MIN 0 0 -137.24 -7.216 -158.78N 4 45 B86 ENVOLVENTE MIN 4 925 0 19 58 7 216 140 242N+4.45 B86 ENVOLVENTE MIN 4.925 0 19.58 -7.216 -140.242N+8 90 B87 ENVOLVENTE MAX 0 6 95 -0 41 5 891 12 042N+8.90 B87 ENVOLVENTE MAX 0 6.95 -0.41 5.891 12.042N+8.90 B87 ENVOLVENTE MAX 4.925 6.95 18.21 5.891 10.769N+8.90 B87 ENVOLVENTE MAX 4.925 6.95 18.21 5.891 10.769N+8.90 B87 ENVOLVENTE MIN 0 -16.18 -17.62 -7.286 -26.029

8 90 8 92 6 8 286 2 6 6N+8.90 B87 ENVOLVENTE MIN 4.925 -16.18 1 -7.286 -27.656N+4 45 B87 ENVOLVENTE MAX 0 0 -25 39 7 63 14 052N+4.45 B87 ENVOLVENTE MAX 0 0 -25.39 7.63 14.052N+4.45 B87 ENVOLVENTE MAX 4.925 0 171.9 7.63 -2.783N+4.45 B87 ENVOLVENTE MAX 4.925 0 171.9 7.63 2.783N+4.45 B87 ENVOLVENTE MIN 0 0 -106.26 -11.918 -137.749N+4.45 B87 ENVOLVENTE MIN 4.925 0 54.66 -11.918 -163.924N+8 90 B88 ENVOLVENTE MAX 0 4 3 1 17 2 242 10 062N+8.90 B88 ENVOLVENTE MAX 0 4.3 -1.17 2.242 10.062N+8.90 B88 ENVOLVENTE MAX 4.925 4.3 17.49 2.242 12.576N+8.90 B88 ENVOLVENTE MAX 4.925 4.3 17.49 2.242 12.576N+8.90 B88 ENVOLVENTE MIN 0 -13.4 -17.96 -5.088 -26.593N+8.90 B88 ENVOLVENTE MIN 4.925 -13.4 0.62 -5.088 -26.609N+4 45 B88 ENVOLVENTE MAX 0 0 50 79 10 318 3 653N+4.45 B88 ENVOLVENTE MAX 0 0 -50.79 10.318 3.653N+4.45 B88 ENVOLVENTE MAX 4.925 0 109.95 10.318 27.127N+4.45 B88 ENVOLVENTE MAX 4.925 0 109.95 10.318 27.127N+4.45 B88 ENVOLVENTE MIN 0 0 -173.76 -1.624 -170.328N+4.45 B88 ENVOLVENTE MIN 4.925 0 21.46 -1.624 -149.628N+8 90 B89 ENVOLVENTE MAX 0 8 76 0 37 5 147 13 305N+8.90 B89 ENVOLVENTE MAX 0 8.76 -0.37 5.147 13.305N+8.90 B89 ENVOLVENTE MAX 4.925 8.76 18.9 5.147 7.176N+8.90 B89 ENVOLVENTE MAX 4.925 8.76 18.9 5.147 7.176N+8.90 B89 ENVOLVENTE MIN 0 -15.2 -15.81 -1.376 -23.0588.90 89 O 0 5. 5.8 .3 6 3.058N+8.90 B89 ENVOLVENTE MIN 4.925 -15.2 2.16 -1.376 -28.937N 4 45 B89 ENVOLVENTE MAX 0 0 14 89 5 07 34 553N+4.45 B89 ENVOLVENTE MAX 0 0 -14.89 5.07 34.553N+4 45 B89 ENVOLVENTE MAX 4 925 0 97 33 5 07 31 321N+4.45 B89 ENVOLVENTE MAX 4.925 0 97.33 5.07 31.321N+4.45 B89 ENVOLVENTE MIN 0 0 -100.07 -13.892 -140.132N+4.45 B89 ENVOLVENTE MIN 0 0 100.07 13.892 140.132N+4.45 B89 ENVOLVENTE MIN 4.925 0 13.63 -13.892 -127.046N+8.90 B90 ENVOLVENTE MAX 0 11.65 -1.73 7.243 9.354N+8 90 B90 ENVOLVENTE MAX 4 925 11 65 16 08 7 243 14 159N+8.90 B90 ENVOLVENTE MAX 4.925 11.65 16.08 7.243 14.159N+8.90 B90 ENVOLVENTE MIN 0 -16.69 -19.61 -6.465 -30.241N+8.90 B90 ENVOLVENTE MIN 0 16.69 19.61 6.465 30.241N+8.90 B90 ENVOLVENTE MIN 4.925 -16.69 -0.19 -6.465 -21.636N+4.45 B90 ENVOLVENTE MAX 0 0 -16.06 4.658 9.153N+4 45 B90 ENVOLVENTE MAX 2 2 0 5 33 4 658 34 761N+4.45 B90 ENVOLVENTE MAX 2.2 0 5.33 4.658 34.761N+4.45 B90 ENVOLVENTE MAX 2.2 0 22.22 4.658 34.761N+4.45 B90 ENVOLVENTE MAX 2.2 0 22.22 4.658 34.761N+4.45 B90 ENVOLVENTE MAX 4.925 0 81.25 4.658 5.586N+4.45 B90 ENVOLVENTE MIN 0 0 -68.77 -2.237 -93.085N+4 45 B90 ENVOLVENTE MIN 2 2 0 40 26 2 237 13 807N+4.45 B90 ENVOLVENTE MIN 2.2 0 -40.26 -2.237 13.807N+4.45 B90 ENVOLVENTE MIN 2.2 0 -15.63 -2.237 13.807N+4.45 B90 ENVOLVENTE MIN 2.2 0 -15.63 -2.237 13.807N+4.45 B90 ENVOLVENTE MIN 4.925 0 21.68 -2.237 -106.985N+8.90 B91 ENVOLVENTE MAX 0 4.48 0.23 13.867 12.711N+8 90 B91 ENVOLVENTE MAX 4 925 4 48 19 13 867 11 665N+8.90 B91 ENVOLVENTE MAX 4.925 4.48 19 13.867 11.665N+8.90 B91 ENVOLVENTE MIN 0 -19.21 -17.64 -13.461 -25.846N+8.90 B91 ENVOLVENTE MIN 0 -19.21 -17.64 -13.461 -25.846N+8.90 B91 ENVOLVENTE MIN 4.925 -19.21 0.82 -13.461 -30.749N 8.90 B91 ENVOLVENTE MIN 4.925 19.21 0.82 13.461 30.749N+4.45 B91 ENVOLVENTE MAX 0 0 -37.62 -3.75 14.515

4 45 91 1 55 0 13 04 3 75 82 032N+4.45 B91 ENVOLVENTE MAX 1.55 0 -13.04 -3.75 82.032N+4 45 B91 ENVOLVENTE MAX 1 55 0 12 33 27 073 82 033N+4.45 B91 ENVOLVENTE MAX 1.55 0 12.33 27.073 82.033N+4.45 B91 ENVOLVENTE MAX 4.925 0 191.03 27.073 1.323N+4.45 B91 ENVOLVENTE MAX 4.925 0 191.03 27.073 1.323N+4.45 B91 ENVOLVENTE MIN 0 0 -146.65 -58.154 -170.657N+4.45 B91 ENVOLVENTE MIN 1.55 0 -107.86 -58.154 4.107N+4 45 B91 ENVOLVENTE MIN 1 55 0 -56 78 -11 385 4 107N+4.45 B91 ENVOLVENTE MIN 1.55 0 -56.78 -11.385 4.107N+4.45 B91 ENVOLVENTE MIN 4.925 0 57.35 -11.385 -199.333N+4.45 B91 ENVOLVENTE MIN 4.925 0 57.35 11.385 199.333N+8.90 B92 ENVOLVENTE MAX 0 6.65 0.72 7.512 15.246N+8.90 B92 ENVOLVENTE MAX 4.925 6.65 19.47 7.512 15.208N+8 90 B92 ENVOLVENTE MIN 0 17 9 19 41 5 105 30 393N+8.90 B92 ENVOLVENTE MIN 0 -17.9 -19.41 -5.105 -30.393N+8.90 B92 ENVOLVENTE MIN 4.925 -17.9 -0.93 -5.105 -29.983N+8.90 B92 ENVOLVENTE MIN 4.925 -17.9 -0.93 -5.105 -29.983N+4.45 B92 ENVOLVENTE MAX 0 0 -48.12 8.212 12.746N+4.45 B92 ENVOLVENTE MAX 4.925 0 112.34 8.212 30.364N+4 45 B92 ENVOLVENTE MIN 0 0 177 45 2 182 186 031N+4.45 B92 ENVOLVENTE MIN 0 0 -177.45 -2.182 -186.031

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DATOS DE SALIDA DEL MODELO

N+4.45 B92 ENVOLVENTE MIN 4.925 0 18.06 -2.182 -154.447N+8 90 B93 ENVOLVENTE MAX 0 2 65 0 34 4 116 13 933N+8.90 B93 ENVOLVENTE MAX 0 2.65 0.34 4.116 13.933N+8.90 B93 ENVOLVENTE MAX 4.925 2.65 18.73 4.116 14.422N+8.90 B93 ENVOLVENTE MAX 4.925 2.65 18.73 4.116 14.422N+8.90 B93 ENVOLVENTE MIN 0 -14.6 -19.29 -6.87 -29.699N+8.90 B93 ENVOLVENTE MIN 4.925 -14.6 -0.44 -6.87 -28.574N+4 45 B93 ENVOLVENTE MAX 0 0 19 36 6 662 28 158N+4.45 B93 ENVOLVENTE MAX 0 0 -19.36 6.662 28.158N+4 45 B93 ENVOLVENTE MAX 4 925 0 175 47 6 662 13 013N+4.45 B93 ENVOLVENTE MAX 4.925 0 175.47 6.662 13.013N+4.45 B93 ENVOLVENTE MIN 0 0 -112.94 -11.13 -154.739N 4.45 B93 ENVOLVENTE MIN 0 0 112.94 11.13 154.739N+4.45 B93 ENVOLVENTE MIN 4.925 0 48.17 -11.13 -179.405

8 90 94 0 7 75 2 2 15 39 16 694N+8.90 B94 ENVOLVENTE MAX 0 7.75 2.2 15.39 16.694N+8 90 B94 ENVOLVENTE MAX 4 825 7 75 20 88 15 39 19 225N+8.90 B94 ENVOLVENTE MAX 4.825 7.75 20.88 15.39 19.225N+8.90 B94 ENVOLVENTE MIN 0 -20.54 -20.14 -15.831 -31.224N+8.90 B94 ENVOLVENTE MIN 0 20.54 20.14 15.831 31.224N+8.90 B94 ENVOLVENTE MIN 4.825 -20.54 -2.34 -15.831 -35.205N+4.45 B94 ENVOLVENTE MAX 0 0 -46.09 20.572 15.816N+4 45 B94 ENVOLVENTE MAX 4 825 0 106 71 20 572 53 59N+4.45 B94 ENVOLVENTE MAX 4.825 0 106.71 20.572 53.59N+4.45 B94 ENVOLVENTE MIN 0 0 -181.09 -15.565 -188.154N+4.45 B94 ENVOLVENTE MIN 0 0 181.09 15.565 188.154N+4.45 B94 ENVOLVENTE MIN 4.825 0 10.39 -15.565 -134.532N+4.45 B109 ENVOLVENTE MAX 0 0 -12.44 9.007 48.164N+4 45 B109 ENVOLVENTE MAX 2 15 0 17 06 9 007 77 735N+4.45 B109 ENVOLVENTE MAX 2.15 0 17.06 9.007 77.735N+4.45 B109 ENVOLVENTE MAX 2.15 0 33.26 9.007 77.735N+4.45 B109 ENVOLVENTE MAX 2.15 0 33.26 9.007 77.735N+4.45 B109 ENVOLVENTE MAX 4.82 0 93.32 9.007 17.805N+4.45 B109 ENVOLVENTE MIN 0 0 -101.79 -8.912 -130.685N+4 45 B109 ENVOLVENTE MIN 2 15 0 45 12 8 912 8 119N+4.45 B109 ENVOLVENTE MIN 2.15 0 -45.12 -8.912 8.119N+4.45 B109 ENVOLVENTE MIN 2.15 0 -22.81 -8.912 8.119N+4.45 B109 ENVOLVENTE MIN 2.15 0 -22.81 -8.912 8.119N+4.45 B109 ENVOLVENTE MIN 4.82 0 9.12 -8.912 -110.601N+4.45 B110 ENVOLVENTE MAX 0 0 -4.06 7.62 7.168N 4 45 B110 ENVOLVENTE MAX 3 0 8 9 7 62 27 917N+4.45 B110 ENVOLVENTE MAX 3 0 8.9 7.62 27.917N+4 45 B110 ENVOLVENTE MAX 3 0 25 43 7 62 27 917N+4.45 B110 ENVOLVENTE MAX 3 0 25.43 7.62 27.917N+4.45 B110 ENVOLVENTE MAX 4.93 0 48.44 7.62 20.229N+4.45 B110 ENVOLVENTE MAX 4.93 0 48.44 7.62 20.229N+4.45 B110 ENVOLVENTE MIN 0 0 -42.64 -13.368 -74.161

0 3 0 2 36 3 368 0 6N+4.45 B110 ENVOLVENTE MIN 3 0 -25.36 -13.368 -0.164N+4 45 B110 ENVOLVENTE MIN 3 0 -7 24 -13 368 -0 164N+4.45 B110 ENVOLVENTE MIN 3 0 -7.24 -13.368 -0.164N+4.45 B110 ENVOLVENTE MIN 4.93 0 6.53 -13.368 -63.086N+4.45 B110 ENVOLVENTE MIN 4.93 0 6.53 13.368 63.086N+4.45 B111 ENVOLVENTE MAX 0 0 -7.43 13.345 19.474N+4.45 B111 ENVOLVENTE MAX 1.93 0 6.33 13.345 29.951N+4 45 B111 ENVOLVENTE MAX 1 93 0 23 6 13 345 29 951N+4.45 B111 ENVOLVENTE MAX 1.93 0 23.6 13.345 29.951N+4.45 B111 ENVOLVENTE MAX 4.93 0 40.88 13.345 9.4N+4.45 B111 ENVOLVENTE MAX 4.93 0 40.88 13.345 9.4N+4.45 B111 ENVOLVENTE MIN 0 0 -49.81 -7.705 -63.963N+4.45 B111 ENVOLVENTE MIN 1.93 0 -26.79 -7.705 0.537N+4 45 B111 ENVOLVENTE MIN 1 93 0 9 4 7 705 0 537N+4.45 B111 ENVOLVENTE MIN 1.93 0 -9.4 -7.705 0.537N+4.45 B111 ENVOLVENTE MIN 4.93 0 3.56 -7.705 -66.868N+4.45 B111 ENVOLVENTE MIN 4.93 0 3.56 -7.705 -66.868N+4.45 B112 ENVOLVENTE MAX 0 0 -1.09 8.48 26.227N+4.45 B112 ENVOLVENTE MAX 4.82 0 76.3 8.48 63.697N+4 45 B112 ENVOLVENTE MIN 0 0 81 03 9 749 98 237N+4.45 B112 ENVOLVENTE MIN 0 0 -81.03 -9.749 -98.237N+4.45 B112 ENVOLVENTE MIN 4.82 0 -1.75 -9.749 -117.456N+4.45 B112 ENVOLVENTE MIN 4.82 0 -1.75 -9.749 -117.456N+4.45 B116 ENVOLVENTE MAX 0 0 -25.37 0 -25.748. 5 6 O 0 0 5.3 0 5. 8N+4.45 B116 ENVOLVENTE MAX 2.03 0 0 0 0N 4 45 B116 ENVOLVENTE MIN 0 0 61 43 0 62 353N+4.45 B116 ENVOLVENTE MIN 0 0 -61.43 0 -62.353N+4 45 B116 ENVOLVENTE MIN 2 03 0 0 0 0N+4.45 B116 ENVOLVENTE MIN 2.03 0 0 0 0

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DATOS DE SALIDA DEL MODELO

FUERZAS EN COLUMNASFUERZAS EN COLUMNAS

BEAM FORCESBEAM FORCESUNID: kN-mUNID: kN-m

Story Column Load Loc P V2 V3 T M2 M3yN+8.90 C1 ENVOLVENTE MAX 0 -29.77 1.55 3.55 8.765 5.164 -5.2N+8 90 C1 ENVOLVENTE MAX 4 45 10 31 1 55 3 55 8 765 35 696 28 036N+8.90 C1 ENVOLVENTE MAX 4.45 -10.31 1.55 3.55 8.765 35.696 28.036N+8.90 C1 ENVOLVENTE MIN 0 -107.97 -11.77 -17 -6.92 -41.653 -26.736N+8.90 C1 ENVOLVENTE MIN 0 -107.97 -11.77 -17 -6.92 -41.653 -26.736N+8.90 C1 ENVOLVENTE MIN 4.45 -82.02 -11.77 -17 -6.92 -12.351 -14.5268.90 C O . 5 8 .0 . 6.9 .35 .5 6N+4.45 C1 ENVOLVENTE MAX 0 -99.1 33.55 23.96 1.996 67.731 91.962

4 45 C1 O 4 5 79 42 33 55 23 96 1 996 73 019 93 842N+4.45 C1 ENVOLVENTE MAX 4.5 -79.42 33.55 23.96 1.996 73.019 93.842N+4 45 C1 ENVOLVENTE MIN 0 -279 9 -45 16 -34 76 -2 017 -83 514 -109 364N+4.45 C1 ENVOLVENTE MIN 0 -279.9 -45.16 -34.76 -2.017 -83.514 -109.364N+4.45 C1 ENVOLVENTE MIN 4.5 -253.65 -45.16 -34.76 -2.017 -40.231 -59.038N+4.45 C1 ENVOLVENTE MIN 4.5 253.65 45.16 34.76 2.017 40.231 59.038N+8.90 C2 ENVOLVENTE MAX 0 -38 16.15 6.44 8.941 25.072 29.687N+8.90 C2 ENVOLVENTE MAX 4.45 -13.97 16.15 6.44 8.941 5.089 41.579N+8 90 C2 ENVOLVENTE MIN 0 -62 95 -13 48 -12 43 -11 861 -51 912 -19 577N+8.90 C2 ENVOLVENTE MIN 0 -62.95 -13.48 -12.43 -11.861 -51.912 -19.577N+8.90 C2 ENVOLVENTE MIN 4.45 -25.57 -13.48 -12.43 -11.861 -5.313 -43.362N+8.90 C2 ENVOLVENTE MIN 4.45 25.57 13.48 12.43 11.861 5.313 43.362N+4.45 C2 ENVOLVENTE MAX 0 -163.96 63.67 29.74 3.042 93.334 158.252N+4.45 C2 ENVOLVENTE MAX 4.5 -139.66 63.67 29.74 3.042 93.868 118.807N+4 45 C2 ENVOLVENTE MIN 0 335 64 60 67 47 1 3 074 118 737 154 201N+4.45 C2 ENVOLVENTE MIN 0 -335.64 -60.67 -47.1 -3.074 -118.737 -154.201N+4.45 C2 ENVOLVENTE MIN 4.5 -303.24 -60.67 -47.1 -3.074 -41.164 -128.296N+4.45 C2 ENVOLVENTE MIN 4.5 303.24 60.67 47.1 3.074 41.164 128.296N+8.90 C3 ENVOLVENTE MAX 0 -72.67 14.38 7 10.233 33.073 19.186N+8.90 C3 ENVOLVENTE MAX 4.45 -48.64 14.38 7 10.233 91.205 47.254N+8 90 C3 ENVOLVENTE MIN 0 214 43 16 1 41 58 12 561 113 597 26 189N+8.90 C3 ENVOLVENTE MIN 0 -214.43 -16.1 -41.58 -12.561 -113.597 -26.189N+8.90 C3 ENVOLVENTE MIN 4.45 -182.39 -16.1 -41.58 -12.561 -1.17 -46.608N+8.90 C3 ENVOLVENTE MIN 4.45 -182.39 -16.1 -41.58 -12.561 -1.17 -46.608N+4.45 C3 ENVOLVENTE MAX 0 -198.02 59.67 30.1 3.042 95.092 152.468N+4.45 C3 ENVOLVENTE MAX 4.5 -173.72 59.67 30.1 3.042 70.386 126.95N+4 45 C3 ENVOLVENTE MIN 0 409 9 63 4 38 92 3 074 108 012 158 344N+4.45 C3 ENVOLVENTE MIN 0 -409.9 -63.4 -38.92 -3.074 -108.012 -158.344N+4 45 C3 ENVOLVENTE MIN 4 5 -377 5 -63 4 -38 92 -3 074 -43 625 -116 045N+4.45 C3 ENVOLVENTE MIN 4.5 -377.5 -63.4 -38.92 -3.074 -43.625 -116.045N+8.90 C4 ENVOLVENTE MAX 0 -38.35 14.18 6.22 11.336 24.03 23.274N 8.90 C4 ENVOLVENTE MAX 0 38.35 14.18 6.22 11.336 24.03 23.274N+8.90 C4 ENVOLVENTE MAX 4.45 -14.32 14.18 6.22 11.336 7.812 41.321

8 90 4 0 63 68 13 92 8 46 8 063 32 195 21 961N+8.90 C4 ENVOLVENTE MIN 0 -63.68 -13.92 -8.46 -8.063 -32.195 -21.961N+8 90 C4 ENVOLVENTE MIN 4 45 -26 3 -13 92 -8 46 -8 063 -5 977 -41 159N+8.90 C4 ENVOLVENTE MIN 4.45 -26.3 -13.92 -8.46 -8.063 -5.977 -41.159N+4.45 C4 ENVOLVENTE MAX 0 -184.92 61.62 22.6 3.042 86.576 155.336N+4.45 C4 ENVOLVENTE MAX 0 184.92 61.62 22.6 3.042 86.576 155.336N+4.45 C4 ENVOLVENTE MAX 4.5 -160.62 61.62 22.6 3.042 26.616 122.15N+4.45 C4 ENVOLVENTE MIN 0 -342.24 -61.78 -22.59 -3.074 -86.595 -155.962N+4 45 C4 ENVOLVENTE MIN 4 5 -309 84 -61 78 -22 59 -3 074 -26 657 -122 031N+4.45 C4 ENVOLVENTE MIN 4.5 -309.84 -61.78 -22.59 -3.074 -26.657 -122.031N+8.90 C5 ENVOLVENTE MAX 0 -39.81 11.47 10.33 6.529 18.287 20.259N+8.90 C5 ENVOLVENTE MAX 0 39.81 11.47 10.33 6.529 18.287 20.259N+8.90 C5 ENVOLVENTE MAX 4.45 -20.34 11.47 10.33 6.529 61.278 33.482N+8.90 C5 ENVOLVENTE MIN 0 -153.39 -12.75 -27.18 -6.625 -60.475 -23.538N+8 90 C5 ENVOLVENTE MIN 4 45 127 44 12 75 27 18 6 625 28 474 31 074N+8.90 C5 ENVOLVENTE MIN 4.45 -127.44 -12.75 -27.18 -6.625 -28.474 -31.074N+4.45 C5 ENVOLVENTE MAX 0 -161.54 42.57 27.76 1.996 79.263 105.293N+4.45 C5 ENVOLVENTE MAX 0 -161.54 42.57 27.76 1.996 79.263 105.293N+4.45 C5 ENVOLVENTE MAX 4.5 -141.86 42.57 27.76 1.996 80.215 90.073N+4.45 C5 ENVOLVENTE MIN 0 -434.16 -43.91 -39.2 -2.017 -96.252 -107.526N+4 45 C5 ENVOLVENTE MIN 4 5 407 92 43 91 39 2 2 017 45 741 86 273N+4.45 C5 ENVOLVENTE MIN 4.5 -407.92 -43.91 -39.2 -2.017 -45.741 -86.273N+8.90 C6 ENVOLVENTE MAX 0 -33.95 14.36 6.64 14.635 25.243 27.422N+8.90 C6 ENVOLVENTE MAX 0 -33.95 14.36 6.64 14.635 25.243 27.422N+8.90 C6 ENVOLVENTE MAX 4.45 -14.49 14.36 6.64 14.635 7.342 35.067N+8.90 C6 ENVOLVENTE MIN 0 -55.82 -13.66 -7.36 -13.891 -26.213 -25.794N 8 90 C6 ENVOLVENTE MIN 4 45 25 54 13 66 7 36 13 891 5 108 36 568N+8.90 C6 ENVOLVENTE MIN 4.45 -25.54 -13.66 -7.36 -13.891 -5.108 -36.568N+4 45 C6 ENVOLVENTE MAX 0 -205 92 44 47 12 85 1 996 59 203 108 085N+4.45 C6 ENVOLVENTE MAX 0 -205.92 44.47 12.85 1.996 59.203 108.085N+4.45 C6 ENVOLVENTE MAX 4.5 -186.24 44.47 12.85 1.996 21.989 91.742N+4.45 C6 ENVOLVENTE MAX 4.5 186.24 44.47 12.85 1.996 21.989 91.742N+4.45 C6 ENVOLVENTE MIN 0 -415.49 -44.44 -15.24 -2.017 -62.886 -108.287N+4.45 C6 ENVOLVENTE MIN 4.5 -389.24 -44.44 -15.24 -2.017 -14.905 -92.091N+8 90 C7 ENVOLVENTE MAX 0 -44 92 11 81 35 72 3 377 119 276 16 691N+8.90 C7 ENVOLVENTE MAX 0 -44.92 11.81 35.72 3.377 119.276 16.691N+8.90 C7 ENVOLVENTE MAX 4.45 -20.89 11.81 35.72 3.377 97.534 38.742N+8.90 C7 ENVOLVENTE MAX 4.45 20.89 11.81 35.72 3.377 97.534 38.742N+8.90 C7 ENVOLVENTE MIN 0 -132.8 -12.46 -61.77 -5.583 -177.533 -18.694N+8.90 C7 ENVOLVENTE MIN 4.45 -100.76 -12.46 -61.77 -5.583 -39.886 -37.827N+4 45 C7 ENVOLVENTE MAX 0 169 92 59 25 29 33 3 042 109 959 151 849N+4.45 C7 ENVOLVENTE MAX 0 -169.92 59.25 29.33 3.042 109.959 151.849N+4.45 C7 ENVOLVENTE MAX 4.5 -145.62 59.25 29.33 3.042 78.248 117.662N+4.45 C7 ENVOLVENTE MAX 4.5 145.62 59.25 29.33 3.042 78.248 117.662N+4.45 C7 ENVOLVENTE MIN 0 -450.61 -60.33 -45.17 -3.074 -133.625 -153.822N+4.45 C7 ENVOLVENTE MIN 4.5 -418.21 -60.33 -45.17 -3.074 -30.609 -114.776N+8 90 C8 ENVOLVENTE MAX 0 33 17 14 54 9 54 12 431 37 204 29 199N+8.90 C8 ENVOLVENTE MAX 0 -33.17 14.54 9.54 12.431 37.204 29.199N+8.90 C8 ENVOLVENTE MAX 4.45 -13.7 14.54 9.54 12.431 8.884 35.549N+8.90 C8 ENVOLVENTE MAX 4.45 -13.7 14.54 9.54 12.431 8.884 35.549N+8.90 C8 ENVOLVENTE MIN 0 -55.47 -13.58 -6.32 -12.761 -20.554 -24.959N+8.90 C8 ENVOLVENTE MIN 4.45 -25.19 -13.58 -6.32 -12.761 -6.561 -35.582N+4 45 C8 ENVOLVENTE MAX 0 230 04 45 6 25 23 1 996 86 477 109 693N+4.45 C8 ENVOLVENTE MAX 0 -230.04 45.6 25.23 1.996 86.477 109.693N+4.45 C8 ENVOLVENTE MAX 4.5 -210.35 45.6 25.23 1.996 7.175 90.329N+4.45 C8 ENVOLVENTE MAX 4.5 -210.35 45.6 25.23 1.996 7.175 90.329N+4.45 C8 ENVOLVENTE MIN 0 -474.05 -43.97 -14.45 -2.017 -70.822 -107.535. 5 C8 O 0 .05 3.9 . 5 .0 0.8 0 .535N+4.45 C8 ENVOLVENTE MIN 4.5 -447.81 -43.97 -14.45 -2.017 -40.005 -95.502

8 90 C9 O 0 37 13 12 33 15 18 6 766 24 237 21 469N+8.90 C9 ENVOLVENTE MAX 0 -37.13 12.33 15.18 6.766 24.237 21.469N+8 90 C9 ENVOLVENTE MAX 4 45 -17 67 12 33 15 18 6 766 70 832 31 972N+8.90 C9 ENVOLVENTE MAX 4.45 -17.67 12.33 15.18 6.766 70.832 31.972N+8.90 C9 ENVOLVENTE MIN 0 -138.82 -11.78 -31.58 -5.881 -70.74 -20.93N+8.90 C9 ENVOLVENTE MIN 0 138.82 11.78 31.58 5.881 70.74 20.93N+8.90 C9 ENVOLVENTE MIN 4.45 -112.87 -11.78 -31.58 -5.881 -44.382 -33.887N+4.45 C9 ENVOLVENTE MAX 0 -150.73 42.86 41.09 1.996 116.204 105.722N+4 45 C9 ENVOLVENTE MAX 4 5 -131 05 42 86 41 09 1 996 113 757 87 749N+4.45 C9 ENVOLVENTE MAX 4.5 -131.05 42.86 41.09 1.996 113.757 87.749N+4.45 C9 ENVOLVENTE MIN 0 -460.8 -43.14 -56.09 -2.017 -138.723 -106.39N+4.45 C9 ENVOLVENTE MIN 0 460.8 43.14 56.09 2.017 138.723 106.39N+4.45 C9 ENVOLVENTE MIN 4.5 -434.56 -43.14 -56.09 -2.017 -68.762 -87.146N+8.90 C10 ENVOLVENTE MAX 0 -36.63 13.84 4.95 10.939 15.573 22.627N+8 90 C10 ENVOLVENTE MAX 4 45 12 6 13 84 4 95 10 939 7 894 40 917N+8.90 C10 ENVOLVENTE MAX 4.45 -12.6 13.84 4.95 10.939 7.894 40.917

Page 151: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

DATOS DE SALIDA DEL MODELO

N+8.90 C10 ENVOLVENTE MIN 0 -63.37 -14.1 -6.46 -14.545 -23.793 -23.088N+8 90 C10 ENVOLVENTE MIN 4 45 26 27 14 1 6 46 14 545 9 417 40 213N+8.90 C10 ENVOLVENTE MIN 4.45 -26.27 -14.1 -6.46 -14.545 -9.417 -40.213N+4.45 C10 ENVOLVENTE MAX 0 -216.03 61.91 36.93 3.042 147.107 155.757N+4.45 C10 ENVOLVENTE MAX 0 -216.03 61.91 36.93 3.042 147.107 155.757N+4.45 C10 ENVOLVENTE MAX 4.5 -191.73 61.91 36.93 3.042 25.687 122.85N+4.45 C10 ENVOLVENTE MIN 0 -429.41 -62.03 -38.13 -3.074 -149.492 -156.324N+4 45 C10 ENVOLVENTE MIN 4 5 397 01 62 03 38 13 3 074 22 662 122 851N+4.45 C10 ENVOLVENTE MIN 4.5 -397.01 -62.03 -38.13 -3.074 -22.662 -122.851N+8 90 C11 ENVOLVENTE MAX 0 -72 63 15 96 19 1 7 594 56 21 20 083N+8.90 C11 ENVOLVENTE MAX 0 -72.63 15.96 19.1 7.594 56.21 20.083N+8.90 C11 ENVOLVENTE MAX 4.45 -48.6 15.96 19.1 7.594 39.51 54.75N 8.90 C11 ENVOLVENTE MAX 4.45 48.6 15.96 19.1 7.594 39.51 54.75N+8.90 C11 ENVOLVENTE MIN 0 -206.43 -16.57 -36.94 -7.813 -126.275 -21.227

8 90 11 4 45 174 39 16 57 36 94 7 813 30 167 53 169N+8.90 C11 ENVOLVENTE MIN 4.45 -174.39 -16.57 -36.94 -7.813 -30.167 -53.169N+4 45 C11 ENVOLVENTE MAX 0 -184 34 60 2 61 49 3 042 192 249 153 249N+4.45 C11 ENVOLVENTE MAX 0 -184.34 60.2 61.49 3.042 192.249 153.249N+4.45 C11 ENVOLVENTE MAX 4.5 -160.04 60.2 61.49 3.042 132.121 117.682N+4.45 C11 ENVOLVENTE MAX 4.5 160.04 60.2 61.49 3.042 132.121 117.682N+4.45 C11 ENVOLVENTE MIN 0 -480.82 -60.34 -77.36 -3.074 -216.343 -153.836N+4.45 C11 ENVOLVENTE MIN 4.5 -448.42 -60.34 -77.36 -3.074 -84.797 -117.644N+8 90 C12 ENVOLVENTE MAX 0 -36 45 14 62 6 13 13 328 20 064 23 996N+8.90 C12 ENVOLVENTE MAX 0 -36.45 14.62 6.13 13.328 20.064 23.996N+8.90 C12 ENVOLVENTE MAX 4.45 -12.42 14.62 6.13 13.328 11.048 42.129N+8.90 C12 ENVOLVENTE MAX 4.45 12.42 14.62 6.13 13.328 11.048 42.129N+8.90 C12 ENVOLVENTE MIN 0 -62.3 -15.31 -7.84 -10.108 -29.244 -27.205N+8.90 C12 ENVOLVENTE MIN 4.45 -24.92 -15.31 -7.84 -10.108 -12.636 -42.266N+4 45 C12 ENVOLVENTE MAX 0 215 36 62 41 45 71 3 042 177 378 156 497N+4.45 C12 ENVOLVENTE MAX 0 -215.36 62.41 45.71 3.042 177.378 156.497N+4.45 C12 ENVOLVENTE MAX 4.5 -191.06 62.41 45.71 3.042 34.262 127.858N+4.45 C12 ENVOLVENTE MAX 4.5 -191.06 62.41 45.71 3.042 34.262 127.858N+4.45 C12 ENVOLVENTE MIN 0 -429.84 -63.69 -46.51 -3.074 -179.359 -158.759N+4.45 C12 ENVOLVENTE MIN 4.5 -397.44 -63.69 -46.51 -3.074 -32.665 -124.376N+8 90 C13 ENVOLVENTE MAX 0 29 5 12 65 8 55 11 995 7 75 29 137N+8.90 C13 ENVOLVENTE MAX 0 -29.5 12.65 8.55 11.995 7.75 29.137N+8.90 C13 ENVOLVENTE MAX 4.45 -10.04 12.65 8.55 11.995 53.485 15.89N+8.90 C13 ENVOLVENTE MAX 4.45 -10.04 12.65 8.55 11.995 53.485 15.89N+8.90 C13 ENVOLVENTE MIN 0 -103.05 -1.28 -21.66 -11.778 -46.903 7.006N+8.90 C13 ENVOLVENTE MIN 4.45 -77.1 -1.28 -21.66 -11.778 -34.334 -30.367N 4 45 C13 ENVOLVENTE MAX 0 80 51 45 79 62 74 1 996 170 931 109 981N+4.45 C13 ENVOLVENTE MAX 0 -80.51 45.79 62.74 1.996 170.931 109.981N+4 45 C13 ENVOLVENTE MAX 4 5 -60 82 45 79 62 74 1 996 150 803 57 578N+4.45 C13 ENVOLVENTE MAX 4.5 -60.82 45.79 62.74 1.996 150.803 57.578N+4.45 C13 ENVOLVENTE MIN 0 -319.47 -33.13 -75.95 -2.017 -191.055 -91.51N+4.45 C13 ENVOLVENTE MIN 0 319.47 33.13 75.95 2.017 191.055 91.51N+4.45 C13 ENVOLVENTE MIN 4.5 -293.23 -33.13 -75.95 -2.017 -111.482 -96.092

00 0 0 6 2 9 0 6 0 268 22 2N+17.00 C14 ENVOLVENTE MAX 0 0.76 2.49 0.56 0.268 1.522 11.527N+17 00 C14 ENVOLVENTE MAX 8 1 2 69 2 49 0 56 0 268 0 082 11 822N+17.00 C14 ENVOLVENTE MAX 8.1 2.69 2.49 0.56 0.268 0.082 11.822N+17.00 C14 ENVOLVENTE MIN 0 -40.57 -3.08 0 -0.202 -0.009 -13.114N+17.00 C14 ENVOLVENTE MIN 0 40.57 3.08 0 0.202 0.009 13.114N+17.00 C14 ENVOLVENTE MIN 8.1 -37.99 -3.08 0 -0.202 -2.979 -8.623N+8.90 C14 ENVOLVENTE MAX 0 -33.86 4.37 16.38 4.562 33.484 13.608N+8 90 C14 ENVOLVENTE MAX 4 45 14 39 4 37 16 38 4 562 40 003 15 353N+8.90 C14 ENVOLVENTE MAX 4.45 -14.39 4.37 16.38 4.562 40.003 15.353N+8.90 C14 ENVOLVENTE MIN 0 -93.12 -5.5 -16.75 -5.13 -34.622 -17.027N+8.90 C14 ENVOLVENTE MIN 0 93.12 5.5 16.75 5.13 34.622 17.027N+8.90 C14 ENVOLVENTE MIN 4.45 -67.17 -5.5 -16.75 -5.13 -39.508 -13.741N+4.45 C14 ENVOLVENTE MAX 0 -168.16 17.9 33.2 1.996 81.419 66.341N+4 45 C14 ENVOLVENTE MAX 4 5 148 48 17 9 33 2 1 996 69 267 21 572N+4.45 C14 ENVOLVENTE MAX 4.5 -148.48 17.9 33.2 1.996 69.267 21.572N+4.45 C14 ENVOLVENTE MIN 0 -327.48 -19.53 -33.56 -2.017 -81.781 -68.941N+4.45 C14 ENVOLVENTE MIN 0 -327.48 -19.53 -33.56 -2.017 -81.781 -68.941N+4.45 C14 ENVOLVENTE MIN 4.5 -301.23 -19.53 -33.56 -2.017 -67.997 -16.83N+4.45 C15 ENVOLVENTE MAX 0 -117.15 17.73 43.65 1.996 98.458 66.544N+4 45 C15 ENVOLVENTE MAX 4 5 97 47 17 73 43 65 1 996 83 63 17 354N+4.45 C15 ENVOLVENTE MAX 4.5 -97.47 17.73 43.65 1.996 83.63 17.354N+4.45 C15 ENVOLVENTE MIN 0 -290.3 -19.14 -38.88 -2.017 -91.359 -68.812N+4.45 C15 ENVOLVENTE MIN 0 -290.3 -19.14 -38.88 -2.017 -91.359 -68.812N+4.45 C15 ENVOLVENTE MIN 4.5 -264.06 -19.14 -38.88 -2.017 -97.996 -13.29. 5 C 5 O .5 6 .06 9. 38.88 .0 9 .996 3. 9N+17.00 C16 ENVOLVENTE MAX 0 -5.17 3.95 0.25 0.253 0.819 13.135N 17 00 C16 ENVOLVENTE MAX 1 915 4 71 3 95 0 25 0 253 0 705 5 639N+17.00 C16 ENVOLVENTE MAX 1.915 -4.71 3.95 0.25 0.253 0.705 5.639N+17 00 C16 ENVOLVENTE MAX 1 915 -4 71 3 95 0 25 0 253 0 705 5 639N+17.00 C16 ENVOLVENTE MAX 1.915 -4.71 3.95 0.25 0.253 0.705 5.639N+17.00 C16 ENVOLVENTE MAX 1.95 -4.7 3.95 0.25 0.253 0.723 5.507N+17.00 C16 ENVOLVENTE MAX 1.95 4.7 3.95 0.25 0.253 0.723 5.507N+17.00 C16 ENVOLVENTE MAX 1.95 4.85 3.29 0.9 0.23 1.784 8.064N+17.00 C16 ENVOLVENTE MAX 8.1 6.81 3.29 0.9 0.23 0.343 8.891N+17 00 C16 ENVOLVENTE MIN 0 -76 17 -3 33 -0 53 -0 261 -0 637 -11 71N+17.00 C16 ENVOLVENTE MIN 0 -76.17 -3.33 -0.53 -0.261 -0.637 -11.71N+17.00 C16 ENVOLVENTE MIN 1.915 -75.56 -3.33 -0.53 -0.261 -0.029 -5.394N+17.00 C16 ENVOLVENTE MIN 1.915 75.56 3.33 0.53 0.261 0.029 5.394N+17.00 C16 ENVOLVENTE MIN 1.915 -75.56 -3.33 -0.53 -0.261 -0.029 -5.394N+17.00 C16 ENVOLVENTE MIN 1.95 -75.55 -3.33 -0.53 -0.261 -0.019 -5.284N+17 00 C16 ENVOLVENTE MIN 1 95 34 66 2 66 0 12 0 294 0 376 7 451N+17.00 C16 ENVOLVENTE MIN 1.95 -34.66 -2.66 -0.12 -0.294 -0.376 -7.451N+17.00 C16 ENVOLVENTE MIN 8.1 -32.7 -2.66 -0.12 -0.294 -3.731 -12.205N+17.00 C16 ENVOLVENTE MIN 8.1 32.7 2.66 0.12 0.294 3.731 12.205N+8.90 C16 ENVOLVENTE MAX 0 -43.4 4.96 28.2 5.071 56.281 12.063N+8.90 C16 ENVOLVENTE MAX 4.45 -23.93 4.96 28.2 5.071 83.521 16.789N+8 90 C16 ENVOLVENTE MIN 0 138 77 5 07 39 72 5 496 93 254 12 17N+8.90 C16 ENVOLVENTE MIN 0 -138.77 -5.07 -39.72 -5.496 -93.254 -12.17N+8.90 C16 ENVOLVENTE MIN 4.45 -112.82 -5.07 -39.72 -5.496 -69.247 -16.426N+8.90 C16 ENVOLVENTE MIN 4.45 -112.82 -5.07 -39.72 -5.496 -69.247 -16.426N+4.45 C16 ENVOLVENTE MAX 0 -344.34 21.49 36.26 1.996 91.862 71.938N+4.45 C16 ENVOLVENTE MAX 4.5 -324.65 21.49 36.26 1.996 111.095 29.54N+4 45 C16 ENVOLVENTE MIN 0 835 82 22 88 49 45 2 017 111 44 74 188N+4.45 C16 ENVOLVENTE MIN 0 -835.82 -22.88 -49.45 -2.017 -111.44 -74.188N+4.45 C16 ENVOLVENTE MIN 4.5 -809.57 -22.88 -49.45 -2.017 -71.33 -25.514N+4.45 C16 ENVOLVENTE MIN 4.5 -809.57 -22.88 -49.45 -2.017 -71.33 -25.514N+4.45 C17 ENVOLVENTE MAX 0 -219.63 21.09 56.41 1.996 128.289 71.508N 4.45 C17 ENVOLVENTE MAX 0 219.63 21.09 56.41 1.996 128.289 71.508N+4.45 C17 ENVOLVENTE MAX 4.5 -199.95 21.09 56.41 1.996 128.845 23.901

4 45 17 0 597 51 21 31 57 56 2 017 130 194 72 023N+4.45 C17 ENVOLVENTE MIN 0 -597.51 -21.31 -57.56 -2.017 -130.194 -72.023N+4 45 C17 ENVOLVENTE MIN 4 5 -571 27 -21 31 -57 56 -2 017 -125 591 -23 42N+4.45 C17 ENVOLVENTE MIN 4.5 -571.27 -21.31 -57.56 -2.017 -125.591 -23.42N+8.90 C18 ENVOLVENTE MAX 0 -57.19 5.42 41.96 5.217 89.312 12.331N+8.90 C18 ENVOLVENTE MAX 0 57.19 5.42 41.96 5.217 89.312 12.331N+8.90 C18 ENVOLVENTE MAX 4.45 -37.73 5.42 41.96 5.217 98.627 17.89N+8.90 C18 ENVOLVENTE MIN 0 -125.92 -5.54 -42.09 -5.505 -88.804 -13.432N+8 90 C18 ENVOLVENTE MIN 4 45 -99 97 -5 54 -42 09 -5 505 -97 549 -18 428N+8.90 C18 ENVOLVENTE MIN 4.45 -99.97 -5.54 -42.09 -5.505 -97.549 -18.428N+4.45 C18 ENVOLVENTE MAX 0 -291.67 21.92 58.73 1.996 142.314 72.539N+4.45 C18 ENVOLVENTE MAX 0 291.67 21.92 58.73 1.996 142.314 72.539N+4.45 C18 ENVOLVENTE MAX 4.5 -271.98 21.92 58.73 1.996 122.099 26.613N+4.45 C18 ENVOLVENTE MIN 0 -676.96 -21.85 -58.86 -2.017 -142.854 -72.628N+4 45 C18 ENVOLVENTE MIN 4 5 650 72 21 85 58 86 2 017 122 025 27 002N+4.45 C18 ENVOLVENTE MIN 4.5 -650.72 -21.85 -58.86 -2.017 -122.025 -27.002N+17.00 C18-1 ENVOLVENTE MAX 0 -15.7 3.83 0.27 0.293 0.868 12.089N+17.00 C18-1 ENVOLVENTE MAX 0 -15.7 3.83 0.27 0.293 0.868 12.089N+17.00 C18-1 ENVOLVENTE MAX 1.915 -15.24 3.83 0.27 0.293 0.393 4.802N+17.00 C18-1 ENVOLVENTE MAX 1.915 -15.24 3.83 0.27 0.293 0.393 4.802N+17 00 C18 1 ENVOLVENTE MAX 1 95 15 24 3 83 0 27 0 293 0 403 4 676N+17.00 C18-1 ENVOLVENTE MAX 1.95 -15.24 3.83 0.27 0.293 0.403 4.676

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PPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

DATOS DE SALIDA DEL MODELO

N+17.00 C18-1 ENVOLVENTE MAX 1.95 -5.46 4.15 0 0.682 0.111 8.181N+17 00 C18 1 ENVOLVENTE MAX 5 834 4 54 4 15 0 0 682 0 94 11 452N+17.00 C18-1 ENVOLVENTE MAX 5.834 -4.54 4.15 0 0.682 0.94 11.452N+17.00 C18-1 ENVOLVENTE MAX 5.834 4.39 3.17 2.1 0.668 1.395 -0.573N+17.00 C18-1 ENVOLVENTE MAX 5.834 4.39 3.17 2.1 0.668 1.395 -0.573N+17.00 C18-1 ENVOLVENTE MAX 5.834 4.39 3.17 2.1 0.668 1.397 -0.578N+17.00 C18-1 ENVOLVENTE MAX 5.834 5.32 3.11 1.77 1.901 0.784 4.342N+17 00 C18 1 ENVOLVENTE MAX 5 836 5 32 3 11 1 77 1 901 0 787 4 349N+17.00 C18-1 ENVOLVENTE MAX 5.836 5.32 3.11 1.77 1.901 0.787 4.349N+17 00 C18-1 ENVOLVENTE MIN 0 -67 14 -4 62 -0 41 -0 366 -0 984 -13 511N+17.00 C18-1 ENVOLVENTE MIN 0 -67.14 -4.62 -0.41 -0.366 -0.984 -13.511N+17.00 C18-1 ENVOLVENTE MIN 1.915 -66.53 -4.62 -0.41 -0.366 -0.218 -4.703N 17.00 C18 1 ENVOLVENTE MIN 1.915 66.53 4.62 0.41 0.366 0.218 4.703N+17.00 C18-1 ENVOLVENTE MIN 1.915 -66.53 -4.62 -0.41 -0.366 -0.218 -4.703

17 00 18 1 1 95 66 52 4 62 0 41 0 366 0 205 4 55N+17.00 C18-1 ENVOLVENTE MIN 1.95 -66.52 -4.62 -0.41 -0.366 -0.205 -4.55N+17 00 C18-1 ENVOLVENTE MIN 1 95 -41 65 -5 15 -0 38 -0 78 -0 549 -8 563N+17.00 C18-1 ENVOLVENTE MIN 1.95 -41.65 -5.15 -0.38 -0.78 -0.549 -8.563N+17.00 C18-1 ENVOLVENTE MIN 5.834 -40.41 -5.15 -0.38 -0.78 -0.069 -7.961N+17.00 C18 1 ENVOLVENTE MIN 5.834 40.41 5.15 0.38 0.78 0.069 7.961N+17.00 C18-1 ENVOLVENTE MIN 5.834 -7.64 -3.54 -1.77 -1.195 -1.647 -4.345N+17.00 C18-1 ENVOLVENTE MIN 5.834 -7.64 -3.54 -1.77 -1.195 -1.65 -4.342N+17 00 C18-1 ENVOLVENTE MIN 5 834 -4 67 -6 53 -2 1 -1 499 -0 36 0 578N+17.00 C18-1 ENVOLVENTE MIN 5.834 -4.67 -6.53 -2.1 -1.499 -0.36 0.578N+17.00 C18-1 ENVOLVENTE MIN 5.836 -4.67 -6.53 -2.1 -1.499 -0.363 0.59N+17.00 C18 1 ENVOLVENTE MIN 5.836 4.67 6.53 2.1 1.499 0.363 0.59N+4.45 C19 ENVOLVENTE MAX 0 -221.83 21.19 81.9 1.996 187.836 71.652N+4.45 C19 ENVOLVENTE MAX 4.5 -202.15 21.19 81.9 1.996 183.7 23.717N+4 45 C19 ENVOLVENTE MIN 0 596 59 21 25 83 04 2 017 189 998 71 934N+4.45 C19 ENVOLVENTE MIN 0 -596.59 -21.25 -83.04 -2.017 -189.998 -71.934N+4.45 C19 ENVOLVENTE MIN 4.5 -570.35 -21.25 -83.04 -2.017 -180.702 -23.712N+4.45 C19 ENVOLVENTE MIN 4.5 -570.35 -21.25 -83.04 -2.017 -180.702 -23.712N+8.90 C20 ENVOLVENTE MAX 0 -43.18 6.22 32.65 5.298 65.249 19.375N+8.90 C20 ENVOLVENTE MAX 4.45 -23.72 6.22 32.65 5.298 82.646 16.38N+8 90 C20 ENVOLVENTE MIN 0 85 31 4 99 33 28 5 532 65 566 14 893N+8.90 C20 ENVOLVENTE MIN 0 -85.31 -4.99 -33.28 -5.532 -65.566 -14.893N+8.90 C20 ENVOLVENTE MIN 4.45 -59.36 -4.99 -33.28 -5.532 -80.144 -17.35N+8.90 C20 ENVOLVENTE MIN 4.45 -59.36 -4.99 -33.28 -5.532 -80.144 -17.35N+4.45 C20 ENVOLVENTE MAX 0 -210.55 19.57 81.85 1.996 199.2 68.523N+4.45 C20 ENVOLVENTE MAX 4.5 -190.86 19.57 81.85 1.996 168.522 16.725N 4 45 C20 ENVOLVENTE MIN 0 429 73 17 61 81 8 2 017 199 715 65 816N+4.45 C20 ENVOLVENTE MIN 0 -429.73 -17.61 -81.8 -2.017 -199.715 -65.816N+4 45 C20 ENVOLVENTE MIN 4 5 -403 48 -17 61 -81 8 -2 017 -169 277 -22 829N+4.45 C20 ENVOLVENTE MIN 4.5 -403.48 -17.61 -81.8 -2.017 -169.277 -22.829N+17.00 C20-1 ENVOLVENTE MAX 0 -4.76 4.36 0.18 0.656 0.64 14.616N+17.00 C20 1 ENVOLVENTE MAX 0 4.76 4.36 0.18 0.656 0.64 14.616N+17.00 C20-1 ENVOLVENTE MAX 5.834 -3.37 4.36 0.18 0.656 0.765 7.526

00 20 83 69 2 6 9 03 3 0 6 3 2 3N+17.00 C20-1 ENVOLVENTE MAX 5.834 -1.69 2.56 9.03 1.347 -0.643 2.153N+17 00 C20-1 ENVOLVENTE MAX 5 836 -1 69 2 56 9 03 1 347 -0 661 2 157N+17.00 C20-1 ENVOLVENTE MAX 5.836 -1.69 2.56 9.03 1.347 -0.661 2.157N+17.00 C20-1 ENVOLVENTE MIN 0 -39.45 -3.5 -0.28 -0.529 -0.868 -12.909N+17.00 C20 1 ENVOLVENTE MIN 0 39.45 3.5 0.28 0.529 0.868 12.909N+17.00 C20-1 ENVOLVENTE MIN 5.834 -37.59 -3.5 -0.28 -0.529 -0.412 -10.821N+17.00 C20-1 ENVOLVENTE MIN 5.834 -9.34 -2.08 -6.25 -1.533 -5.822 -3.28N+17 00 C20 1 ENVOLVENTE MIN 5 836 9 34 2 08 6 25 1 533 5 826 3 286N+17.00 C20-1 ENVOLVENTE MIN 5.836 -9.34 -2.08 -6.25 -1.533 -5.826 -3.286N+8.90 C21 ENVOLVENTE MAX 0 -55.09 12.6 15.39 4.886 31.702 32.789N+8.90 C21 ENVOLVENTE MAX 0 55.09 12.6 15.39 4.886 31.702 32.789N+8.90 C21 ENVOLVENTE MAX 4.45 -35.62 12.6 15.39 4.886 36.316 72.659N+8.90 C21 ENVOLVENTE MIN 0 -115.4 -32.74 -15.12 -5.485 -31.244 -73.228N+8 90 C21 ENVOLVENTE MIN 4 45 89 45 32 74 15 12 5 485 37 03 23 484N+8.90 C21 ENVOLVENTE MIN 4.45 -89.45 -32.74 -15.12 -5.485 -37.03 -23.484N+4.45 C21 ENVOLVENTE MAX 0 -165.94 27.59 32.76 1.996 80.83 78.99N+4.45 C21 ENVOLVENTE MAX 0 -165.94 27.59 32.76 1.996 80.83 78.99N+4.45 C21 ENVOLVENTE MAX 4.5 -146.26 27.59 32.76 1.996 66.504 71.864N+4.45 C21 ENVOLVENTE MIN 0 -387.62 -36.39 -32.66 -2.017 -80.508 -92.114N+4 45 C21 ENVOLVENTE MIN 4 5 361 38 36 39 32 66 2 017 66 633 45 417N+4.45 C21 ENVOLVENTE MIN 4.5 -361.38 -36.39 -32.66 -2.017 -66.633 -45.417N+17.00 C21-1 ENVOLVENTE MAX 0 -7.16 2.1 0.1 0.837 0.39 9.956N+17.00 C21-1 ENVOLVENTE MAX 0 -7.16 2.1 0.1 0.837 0.39 9.956N+17.00 C21-1 ENVOLVENTE MAX 6.75 -5.55 2.1 0.1 0.837 0.991 6.201.00 C O 6. 5 5.55 . 0. 0.83 0.99 6. 0N+17.00 C21-1 ENVOLVENTE MAX 6.75 -2.11 1.3 9.29 0.214 -0.519 1.672N 17 00 C21 1 ENVOLVENTE MAX 6 758 2 11 1 3 9 29 0 214 0 56 1 685N+17.00 C21-1 ENVOLVENTE MAX 6.758 -2.11 1.3 9.29 0.214 -0.56 1.685N+17 00 C21-1 ENVOLVENTE MIN 0 -43 17 -2 67 -0 25 -0 95 -0 717 -11 87N+17.00 C21-1 ENVOLVENTE MIN 0 -43.17 -2.67 -0.25 -0.95 -0.717 -11.87N+17.00 C21-1 ENVOLVENTE MIN 6.75 -41.02 -2.67 -0.25 -0.95 -0.306 -4.275N+17.00 C21 1 ENVOLVENTE MIN 6.75 41.02 2.67 0.25 0.95 0.306 4.275N+17.00 C21-1 ENVOLVENTE MIN 6.75 -13.34 -1.58 -0.19 -0.225 -6.654 -1.05N+17.00 C21-1 ENVOLVENTE MIN 6.758 -13.34 -1.58 -0.19 -0.225 -6.715 -1.06N+4 45 C22 ENVOLVENTE MAX 0 -52 47 46 53 34 1 1 996 83 122 107 055N+4.45 C22 ENVOLVENTE MAX 0 -52.47 46.53 34.1 1.996 83.122 107.055N+4.45 C22 ENVOLVENTE MAX 4.5 -32.79 46.53 34.1 1.996 71.627 59.37N+4.45 C22 ENVOLVENTE MAX 4.5 32.79 46.53 34.1 1.996 71.627 59.37N+4.45 C22 ENVOLVENTE MIN 0 -201.43 -32.35 -34.49 -2.017 -83.598 -86.214N+4.45 C22 ENVOLVENTE MIN 4.5 -175.18 -32.35 -34.49 -2.017 -70.316 -102.342N+8 90 C23 ENVOLVENTE MAX 0 84 94 28 75 18 38 1 865 56 515 50 146N+8.90 C23 ENVOLVENTE MAX 0 -84.94 28.75 18.38 1.865 56.515 50.146N+8.90 C23 ENVOLVENTE MAX 4.45 -65.48 28.75 18.38 1.865 28.3 79.348N+8.90 C23 ENVOLVENTE MAX 4.45 65.48 28.75 18.38 1.865 28.3 79.348N+8.90 C23 ENVOLVENTE MIN 0 -238.71 -32.83 -20.07 -1.841 -62.435 -67.712N+8.90 C23 ENVOLVENTE MIN 4.45 -212.76 -32.83 -20.07 -1.841 -26.725 -78.787N+4 45 C23 ENVOLVENTE MAX 0 175 83 24 09 30 71 1 996 79 065 73 784N+4.45 C23 ENVOLVENTE MAX 0 -175.83 24.09 30.71 1.996 79.065 73.784N+4.45 C23 ENVOLVENTE MAX 4.5 -156.15 24.09 30.71 1.996 58.265 62.009N+4.45 C23 ENVOLVENTE MAX 4.5 -156.15 24.09 30.71 1.996 58.265 62.009N+4.45 C23 ENVOLVENTE MIN 0 -384.9 -33.07 -30.24 -2.017 -78.326 -87.172N+4.45 C23 ENVOLVENTE MIN 4.5 -358.66 -33.07 -30.24 -2.017 -59.631 -35.022N+17 00 C23 1 ENVOLVENTE MAX 0 21 65 12 11 3 58 5 598 17 212 59 324N+17.00 C23-1 ENVOLVENTE MAX 0 -21.65 12.11 3.58 5.598 17.212 59.324N+17.00 C23-1 ENVOLVENTE MAX 6.75 -16.76 12.11 3.58 5.598 44.294 22.494N+17.00 C23-1 ENVOLVENTE MAX 6.75 -16.76 12.11 3.58 5.598 44.294 22.494N+17.00 C23-1 ENVOLVENTE MAX 6.75 -6 4.31 40.29 3.05 -7.291 3.845N 17.00 C23 1 ENVOLVENTE MAX 6.75 6 4.31 40.29 3.05 7.291 3.845N+17.00 C23-1 ENVOLVENTE MAX 6.758 -6 4.31 40.29 3.05 -7.377 3.881

17 00 23 1 0 154 25 12 05 7 72 5 59 17 167 58 82N+17.00 C23-1 ENVOLVENTE MIN 0 -154.25 -12.05 -7.72 -5.59 -17.167 -58.82N+17 00 C23-1 ENVOLVENTE MIN 6 75 -147 73 -12 05 -7 72 -5 59 -15 558 -22 455N+17.00 C23-1 ENVOLVENTE MIN 6.75 -147.73 -12.05 -7.72 -5.59 -15.558 -22.455N+17.00 C23-1 ENVOLVENTE MIN 6.75 -41 -4.3 -6.3 -3.027 -69.855 -3.791N+17.00 C23 1 ENVOLVENTE MIN 6.75 41 4.3 6.3 3.027 69.855 3.791N+17.00 C23-1 ENVOLVENTE MIN 6.758 -41 -4.3 -6.3 -3.027 -70.027 -3.827N+4.45 C24 ENVOLVENTE MAX 0 -97.12 47.69 19.05 1.996 63.978 108.761N+4 45 C24 ENVOLVENTE MAX 4 5 -77 44 47 69 19 05 1 996 21 788 101 611N+4.45 C24 ENVOLVENTE MAX 4.5 -77.44 47.69 19.05 1.996 21.788 101.611N+4.45 C24 ENVOLVENTE MIN 0 -217.79 -46.33 -19.04 -2.017 -63.985 -106.876N+4.45 C24 ENVOLVENTE MIN 0 217.79 46.33 19.04 2.017 63.985 106.876N+4.45 C24 ENVOLVENTE MIN 4.5 -191.55 -46.33 -19.04 -2.017 -21.826 -105.84N+8.90 C25 ENVOLVENTE MAX 0 -91.21 29.12 26.73 2.982 55.715 63.205N+8 90 C25 ENVOLVENTE MAX 4 45 71 74 29 12 26 73 2 982 63 154 71 273N+8.90 C25 ENVOLVENTE MAX 4.45 -71.74 29.12 26.73 2.982 63.154 71.273N+8.90 C25 ENVOLVENTE MIN 0 -165.52 -33.68 -26.73 -2.505 -55.85 -78.674N+8.90 C25 ENVOLVENTE MIN 0 -165.52 -33.68 -26.73 -2.505 -55.85 -78.674N+8.90 C25 ENVOLVENTE MIN 4.45 -139.57 -33.68 -26.73 -2.505 -63.295 -66.453N+4.45 C25 ENVOLVENTE MAX 0 -378.44 32.01 37.03 1.996 92.999 85.574N+4 45 C25 ENVOLVENTE MAX 4 5 358 76 32 01 37 03 1 996 74 796 79 383N+4.45 C25 ENVOLVENTE MAX 4.5 -358.76 32.01 37.03 1.996 74.796 79.383

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PPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

DATOS DE SALIDA DEL MODELO

N+4.45 C25 ENVOLVENTE MIN 0 -809.04 -38.93 -37.43 -2.017 -93.676 -95.922N+4 45 C25 ENVOLVENTE MIN 4 5 782 79 38 93 37 43 2 017 73 659 58 608N+4.45 C25 ENVOLVENTE MIN 4.5 -782.79 -38.93 -37.43 -2.017 -73.659 -58.608N+17.00 C25-1 ENVOLVENTE MAX 0 -11.12 2.48 0.38 1.322 0.886 10.312N+17.00 C25-1 ENVOLVENTE MAX 0 -11.12 2.48 0.38 1.322 0.886 10.312N+17.00 C25-1 ENVOLVENTE MAX 3.875 -10.19 2.48 0.38 1.322 0.02 1.331N+17.00 C25-1 ENVOLVENTE MAX 3.875 -10.19 2.48 0.38 1.322 0.02 1.331N+17 00 C25 1 ENVOLVENTE MAX 3 893 10 19 2 48 0 38 1 322 0 023 1 307N+17.00 C25-1 ENVOLVENTE MAX 3.893 -10.19 2.48 0.38 1.322 0.023 1.307N+17 00 C25-1 ENVOLVENTE MAX 3 893 -2 73 3 24 1 08 1 963 1 871 4 234N+17.00 C25-1 ENVOLVENTE MAX 3.893 -2.73 3.24 1.08 1.963 1.871 4.234N+17.00 C25-1 ENVOLVENTE MAX 6.75 -2.04 3.24 1.08 1.963 0.525 3.6N 17.00 C25 1 ENVOLVENTE MAX 6.75 2.04 3.24 1.08 1.963 0.525 3.6N+17.00 C25-1 ENVOLVENTE MAX 6.75 -2.04 3.24 1.08 1.963 0.525 3.6

17 00 25 1 6 758 2 04 3 24 1 08 1 963 0 526 3 621N+17.00 C25-1 ENVOLVENTE MAX 6.758 -2.04 3.24 1.08 1.963 0.526 3.621N+17 00 C25-1 ENVOLVENTE MIN 0 -58 69 -2 31 -0 16 -1 159 -0 622 -9 71N+17.00 C25-1 ENVOLVENTE MIN 0 -58.69 -2.31 -0.16 -1.159 -0.622 -9.71N+17.00 C25-1 ENVOLVENTE MIN 3.875 -57.46 -2.31 -0.16 -1.159 -0.802 -1.386N+17.00 C25 1 ENVOLVENTE MIN 3.875 57.46 2.31 0.16 1.159 0.802 1.386N+17.00 C25-1 ENVOLVENTE MIN 3.875 -57.46 -2.31 -0.16 -1.159 -0.802 -1.386N+17.00 C25-1 ENVOLVENTE MIN 3.893 -57.45 -2.31 -0.16 -1.159 -0.806 -1.365N+17 00 C25-1 ENVOLVENTE MIN 3 893 -34 53 -2 67 -0 09 -1 909 0 198 -4 304N+17.00 C25-1 ENVOLVENTE MIN 3.893 -34.53 -2.67 -0.09 -1.909 0.198 -4.304N+17.00 C25-1 ENVOLVENTE MIN 6.75 -33.62 -2.67 -0.09 -1.909 -1.573 -5.291N+17.00 C25 1 ENVOLVENTE MIN 6.75 33.62 2.67 0.09 1.909 1.573 5.291N+17.00 C25-1 ENVOLVENTE MIN 6.75 -33.62 -2.67 -0.09 -1.909 -1.573 -5.291N+17.00 C25-1 ENVOLVENTE MIN 6.758 -33.62 -2.67 -0.09 -1.909 -1.582 -5.318N+4 45 C26 ENVOLVENTE MAX 0 248 51 46 66 21 94 1 996 73 539 107 241N+4.45 C26 ENVOLVENTE MAX 0 -248.51 46.66 21.94 1.996 73.539 107.241N+4.45 C26 ENVOLVENTE MAX 4.5 -228.83 46.66 21.94 1.996 24.395 98.013N+4.45 C26 ENVOLVENTE MAX 4.5 -228.83 46.66 21.94 1.996 24.395 98.013N+4.45 C26 ENVOLVENTE MIN 0 -606.65 -45.14 -21.71 -2.017 -73.354 -105.122N+4.45 C26 ENVOLVENTE MIN 4.5 -580.41 -45.14 -21.71 -2.017 -25.216 -102.721N+8 90 C27 ENVOLVENTE MAX 0 92 14 35 13 24 81 1 933 79 252 74 74N+8.90 C27 ENVOLVENTE MAX 0 -92.14 35.13 24.81 1.933 79.252 74.74N+8.90 C27 ENVOLVENTE MAX 4.45 -72.68 35.13 24.81 1.933 31.579 79.746N+8.90 C27 ENVOLVENTE MAX 4.45 -72.68 35.13 24.81 1.933 31.579 79.746N+8.90 C27 ENVOLVENTE MIN 0 -248.17 -34.11 -23.31 -1.899 -72.387 -72.282N+8.90 C27 ENVOLVENTE MIN 4.45 -222.22 -34.11 -23.31 -1.899 -31.408 -81.862N 4 45 C27 ENVOLVENTE MAX 0 326 68 33 78 41 25 1 996 105 737 88 201N+4.45 C27 ENVOLVENTE MAX 0 -326.68 33.78 41.25 1.996 105.737 88.201N+4 45 C27 ENVOLVENTE MAX 4 5 -307 33 78 41 25 1 996 73 953 64 878N+4.45 C27 ENVOLVENTE MAX 4.5 -307 33.78 41.25 1.996 73.953 64.878N+4.45 C27 ENVOLVENTE MIN 0 -668.8 -34.14 -39.31 -2.017 -103.087 -88.85N+4.45 C27 ENVOLVENTE MIN 0 668.8 34.14 39.31 2.017 103.087 88.85N+4.45 C27 ENVOLVENTE MIN 4.5 -642.55 -34.14 -39.31 -2.017 -80.009 -63.926

00 2 0 30 0 6 6 6 9 802 26 9 8N+17.00 C27-1 ENVOLVENTE MAX 0 -30.05 7.57 6.76 6.197 14.802 26.948N+17 00 C27-1 ENVOLVENTE MAX 3 875 -27 24 7 57 6 76 6 197 31 105 2 274N+17.00 C27-1 ENVOLVENTE MAX 3.875 -27.24 7.57 6.76 6.197 31.105 2.274N+17.00 C27-1 ENVOLVENTE MAX 3.875 -27.24 7.57 6.76 6.197 31.105 2.274N+17.00 C27 1 ENVOLVENTE MAX 3.875 27.24 7.57 6.76 6.197 31.105 2.274N+17.00 C27-1 ENVOLVENTE MAX 3.893 -27.23 7.57 6.76 6.197 31.202 2.409N+17.00 C27-1 ENVOLVENTE MIN 0 -165.68 -7.5 -5.42 -6.175 -13.688 -26.799N+17 00 C27 1 ENVOLVENTE MIN 3 875 161 94 7 5 5 42 6 175 35 183 2 387N+17.00 C27-1 ENVOLVENTE MIN 3.875 -161.94 -7.5 -5.42 -6.175 -35.183 -2.387N+17.00 C27-1 ENVOLVENTE MIN 3.875 -161.94 -7.5 -5.42 -6.175 -35.183 -2.387N+17.00 C27 1 ENVOLVENTE MIN 3.875 161.94 7.5 5.42 6.175 35.183 2.387N+17.00 C27-1 ENVOLVENTE MIN 3.893 -161.92 -7.5 -5.42 -6.175 -35.304 -2.523N+4.45 C28 ENVOLVENTE MAX 0 -232.21 45.58 26.99 1.996 89.939 105.695N+4 45 C28 ENVOLVENTE MAX 4 5 212 53 45 58 26 99 1 996 30 017 99 441N+4.45 C28 ENVOLVENTE MAX 4.5 -212.53 45.58 26.99 1.996 30.017 99.441N+4.45 C28 ENVOLVENTE MIN 0 -562.75 -45.62 -26.57 -2.017 -89.593 -105.883N+4.45 C28 ENVOLVENTE MIN 0 -562.75 -45.62 -26.57 -2.017 -89.593 -105.883N+4.45 C28 ENVOLVENTE MIN 4.5 -536.5 -45.62 -26.57 -2.017 -31.558 -99.432N+8.90 C29 ENVOLVENTE MAX 0 -96.91 31.19 35.3 2.307 73.856 69.143N+8 90 C29 ENVOLVENTE MAX 4 45 77 45 31 19 35 3 2 307 81 873 68 146N+8.90 C29 ENVOLVENTE MAX 4.45 -77.45 31.19 35.3 2.307 81.873 68.146N+8.90 C29 ENVOLVENTE MIN 0 -173.82 -30.58 -34.02 -2.961 -69.577 -68.004N+8.90 C29 ENVOLVENTE MIN 0 -173.82 -30.58 -34.02 -2.961 -69.577 -68.004N+8.90 C29 ENVOLVENTE MIN 4.45 -147.87 -30.58 -34.02 -2.961 -83.259 -69.738.90 C 9 O . 5 .8 30.58 3 .0 .96 83. 59 69. 3N+4.45 C29 ENVOLVENTE MAX 0 -332.93 34.14 54.75 1.996 136.342 88.717N 4 45 C29 ENVOLVENTE MAX 4 5 313 25 34 14 54 75 1 996 106 865 66 463N+4.45 C29 ENVOLVENTE MAX 4.5 -313.25 34.14 54.75 1.996 106.865 66.463N+4 45 C29 ENVOLVENTE MIN 0 -675 75 -34 66 -53 81 -2 017 -135 288 -89 605N+4.45 C29 ENVOLVENTE MIN 0 -675.75 -34.66 -53.81 -2.017 -135.288 -89.605N+4.45 C29 ENVOLVENTE MIN 4.5 -649.51 -34.66 -53.81 -2.017 -110.049 -65.024N+4.45 C29 ENVOLVENTE MIN 4.5 649.51 34.66 53.81 2.017 110.049 65.024N+17.00 C29-1 ENVOLVENTE MAX 0 -15.28 2.05 0.33 0.923 0.97 7.658N+17.00 C29-1 ENVOLVENTE MAX 3.875 -14.35 2.05 0.33 0.923 0.323 0.622N+17 00 C29-1 ENVOLVENTE MAX 3 875 -14 35 2 05 0 33 0 923 0 323 0 622N+17.00 C29-1 ENVOLVENTE MAX 3.875 -14.35 2.05 0.33 0.923 0.323 0.622N+17.00 C29-1 ENVOLVENTE MAX 3.893 -14.35 2.05 0.33 0.923 0.33 0.643N+17.00 C29 1 ENVOLVENTE MAX 3.893 14.35 2.05 0.33 0.923 0.33 0.643N+17.00 C29-1 ENVOLVENTE MIN 0 -63.66 -2.06 -0.34 -1.064 -1.012 -7.673N+17.00 C29-1 ENVOLVENTE MIN 3.875 -62.43 -2.06 -0.34 -1.064 -0.312 -0.604N+17 00 C29 1 ENVOLVENTE MIN 3 875 62 43 2 06 0 34 1 064 0 312 0 604N+17.00 C29-1 ENVOLVENTE MIN 3.875 -62.43 -2.06 -0.34 -1.064 -0.312 -0.604N+17.00 C29-1 ENVOLVENTE MIN 3.893 -62.42 -2.06 -0.34 -1.064 -0.318 -0.625N+17.00 C29 1 ENVOLVENTE MIN 3.893 62.42 2.06 0.34 1.064 0.318 0.625N+4.45 C30 ENVOLVENTE MAX 0 -245.34 45.58 32.55 1.996 109.138 105.688N+4.45 C30 ENVOLVENTE MAX 4.5 -225.66 45.58 32.55 1.996 36.817 99.686N+4 45 C30 ENVOLVENTE MIN 0 598 93 45 71 32 49 2 017 109 448 106 002N+4.45 C30 ENVOLVENTE MIN 0 -598.93 -45.71 -32.49 -2.017 -109.448 -106.002N+4.45 C30 ENVOLVENTE MIN 4.5 -572.68 -45.71 -32.49 -2.017 -37.408 -99.42N+4.45 C30 ENVOLVENTE MIN 4.5 -572.68 -45.71 -32.49 -2.017 -37.408 -99.42N+8.90 C31 ENVOLVENTE MAX 0 -89.43 34.68 31.62 1.986 97.469 73.367N+8.90 C31 ENVOLVENTE MAX 4.45 -69.97 34.68 31.62 1.986 43.725 83.452N+8 90 C31 ENVOLVENTE MIN 0 248 7 35 19 32 76 2 049 102 17 73 569N+8.90 C31 ENVOLVENTE MIN 0 -248.7 -35.19 -32.76 -2.049 -102.17 -73.569N+8.90 C31 ENVOLVENTE MIN 4.45 -222.75 -35.19 -32.76 -2.049 -43.34 -81.393N+8.90 C31 ENVOLVENTE MIN 4.45 -222.75 -35.19 -32.76 -2.049 -43.34 -81.393N+4.45 C31 ENVOLVENTE MAX 0 -331.62 33.75 59.95 1.996 155.255 88.15N 4.45 C31 ENVOLVENTE MAX 0 331.62 33.75 59.95 1.996 155.255 88.15N+4.45 C31 ENVOLVENTE MAX 4.5 -311.94 33.75 59.95 1.996 114.316 63.836

4 45 31 0 688 4 33 79 59 98 2 017 155 774 88 337N+4.45 C31 ENVOLVENTE MIN 0 -688.4 -33.79 -59.98 -2.017 -155.774 -88.337N+4 45 C31 ENVOLVENTE MIN 4 5 -662 15 -33 79 -59 98 -2 017 -114 677 -63 829N+4.45 C31 ENVOLVENTE MIN 4.5 -662.15 -33.79 -59.98 -2.017 -114.677 -63.829N+17.00 C31-1 ENVOLVENTE MAX 0 -26.46 11.06 7.55 9.789 18.985 39.508N+17.00 C31 1 ENVOLVENTE MAX 0 26.46 11.06 7.55 9.789 18.985 39.508N+17.00 C31-1 ENVOLVENTE MAX 3.875 -23.66 11.06 7.55 9.789 46.978 3.297N+17.00 C31-1 ENVOLVENTE MAX 3.875 -23.66 11.06 7.55 9.789 46.978 3.297N+17 00 C31-1 ENVOLVENTE MAX 3 893 -23 64 11 06 7 55 9 789 47 141 3 5N+17.00 C31-1 ENVOLVENTE MAX 3.893 -23.64 11.06 7.55 9.789 47.141 3.5N+17.00 C31-1 ENVOLVENTE MIN 0 -164.89 -11.16 -9.05 -9.766 -20.215 -39.969N+17.00 C31 1 ENVOLVENTE MIN 0 164.89 11.16 9.05 9.766 20.215 39.969N+17.00 C31-1 ENVOLVENTE MIN 3.875 -161.15 -11.16 -9.05 -9.766 -42.401 -3.349N+17.00 C31-1 ENVOLVENTE MIN 3.875 -161.15 -11.16 -9.05 -9.766 -42.401 -3.349N+17 00 C31 1 ENVOLVENTE MIN 3 893 161 13 11 16 9 05 9 766 42 537 3 55N+17.00 C31-1 ENVOLVENTE MIN 3.893 -161.13 -11.16 -9.05 -9.766 -42.537 -3.55N+4.45 C32 ENVOLVENTE MAX 0 -238.93 46.48 39.02 1.996 130.19 107.02N+4.45 C32 ENVOLVENTE MAX 0 -238.93 46.48 39.02 1.996 130.19 107.02N+4.45 C32 ENVOLVENTE MAX 4.5 -219.25 46.48 39.02 1.996 45.539 103.777N+4.45 C32 ENVOLVENTE MIN 0 -599.73 -47.06 -39.23 -2.017 -131.038 -108.001N+4 45 C32 ENVOLVENTE MIN 4 5 573 49 47 06 39 23 2 017 45 423 102 148N+4.45 C32 ENVOLVENTE MIN 4.5 -573.49 -47.06 -39.23 -2.017 -45.423 -102.148

Page 154: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

DATOS DE SALIDA DEL MODELO

N+8.90 C33 ENVOLVENTE MAX 0 -56.67 35.66 27.04 4.524 51.265 82.108N+8 90 C33 ENVOLVENTE MAX 4 45 37 21 35 66 27 04 4 524 70 599 20 362N+8.90 C33 ENVOLVENTE MAX 4.45 -37.21 35.66 27.04 4.524 70.599 20.362N+8.90 C33 ENVOLVENTE MIN 0 -114.73 -9.64 -27.49 -3.995 -52.344 -22.817N+8.90 C33 ENVOLVENTE MIN 0 -114.73 -9.64 -27.49 -3.995 -52.344 -22.817N+8.90 C33 ENVOLVENTE MIN 4.45 -88.78 -9.64 -27.49 -3.995 -69.642 -76.837N+4.45 C33 ENVOLVENTE MAX 0 -192.29 38.09 77.52 1.996 192.792 94.464N+4 45 C33 ENVOLVENTE MAX 4 5 172 61 38 09 77 52 1 996 157 09 36 261N+4.45 C33 ENVOLVENTE MAX 4.5 -172.61 38.09 77.52 1.996 157.09 36.261N+4 45 C33 ENVOLVENTE MIN 0 -418 25 -24 57 -78 06 -2 017 -194 184 -74 589N+4.45 C33 ENVOLVENTE MIN 0 -418.25 -24.57 -78.06 -2.017 -194.184 -74.589N+4.45 C33 ENVOLVENTE MIN 4.5 -392.01 -24.57 -78.06 -2.017 -156.053 -77.258N 4.45 C33 ENVOLVENTE MIN 4.5 392.01 24.57 78.06 2.017 156.053 77.258N+17.00 C33-1 ENVOLVENTE MAX 0 -9.05 2.07 0.32 1.229 0.957 7.199

17 00 33 1 3 875 8 13 2 07 0 32 1 229 0 264 0 448N+17.00 C33-1 ENVOLVENTE MAX 3.875 -8.13 2.07 0.32 1.229 0.264 0.448N+17 00 C33-1 ENVOLVENTE MAX 3 875 -8 13 2 07 0 32 1 229 0 264 0 448N+17.00 C33-1 ENVOLVENTE MAX 3.875 -8.13 2.07 0.32 1.229 0.264 0.448N+17.00 C33-1 ENVOLVENTE MAX 3.893 -8.12 2.07 0.32 1.229 0.27 0.469N+17.00 C33 1 ENVOLVENTE MAX 3.893 8.12 2.07 0.32 1.229 0.27 0.469N+17.00 C33-1 ENVOLVENTE MIN 0 -41.05 -1.68 -0.32 -1.109 -0.975 -6.297N+17.00 C33-1 ENVOLVENTE MIN 3.875 -39.81 -1.68 -0.32 -1.109 -0.284 -1.042N+17 00 C33-1 ENVOLVENTE MIN 3 875 -39 81 -1 68 -0 32 -1 109 -0 284 -1 042N+17.00 C33-1 ENVOLVENTE MIN 3.875 -39.81 -1.68 -0.32 -1.109 -0.284 -1.042N+17.00 C33-1 ENVOLVENTE MIN 3.893 -39.81 -1.68 -0.32 -1.109 -0.29 -1.069N+17.00 C33 1 ENVOLVENTE MIN 3.893 39.81 1.68 0.32 1.109 0.29 1.069N+8.90 C34 ENVOLVENTE MAX 0 -43.99 4.94 17.18 5.155 35.504 15.199N+8.90 C34 ENVOLVENTE MAX 4.45 -24.53 4.94 17.18 5.155 39.14 13.995N+8 90 C34 ENVOLVENTE MIN 0 97 05 5 8 16 22 4 572 33 125 17 109N+8.90 C34 ENVOLVENTE MIN 0 -97.05 -5.8 -16.22 -4.572 -33.125 -17.109N+8.90 C34 ENVOLVENTE MIN 4.45 -71.1 -5.8 -16.22 -4.572 -41.039 -12.081N+8.90 C34 ENVOLVENTE MIN 4.45 -71.1 -5.8 -16.22 -4.572 -41.039 -12.081N+4.45 C34 ENVOLVENTE MAX 0 -177.38 17.42 33.78 1.996 82.332 65.759N+4.45 C34 ENVOLVENTE MAX 4.5 -157.7 17.42 33.78 1.996 67.748 20.768N+4 45 C34 ENVOLVENTE MIN 0 331 08 19 42 33 07 2 017 81 118 68 768N+4.45 C34 ENVOLVENTE MIN 0 -331.08 -19.42 -33.07 -2.017 -81.118 -68.768N+4.45 C34 ENVOLVENTE MIN 4.5 -304.84 -19.42 -33.07 -2.017 -69.699 -14.798N+4.45 C34 ENVOLVENTE MIN 4.5 -304.84 -19.42 -33.07 -2.017 -69.699 -14.798N+17.00 C34-1 ENVOLVENTE MAX 0 -10.2 1.71 0.26 0.882 0.398 6.119N+17.00 C34-1 ENVOLVENTE MAX 3.337 -9.4 1.71 0.26 0.882 0.057 0.714N 17 00 C34 1 ENVOLVENTE MAX 3 337 9 4 1 71 0 26 0 882 0 057 0 714N+17.00 C34-1 ENVOLVENTE MAX 3.337 -9.4 1.71 0.26 0.882 0.057 0.714N+17 00 C34-1 ENVOLVENTE MAX 3 366 -9 39 1 71 0 26 0 882 0 054 0 69N+17.00 C34-1 ENVOLVENTE MAX 3.366 -9.39 1.71 0.26 0.882 0.054 0.69N+17.00 C34-1 ENVOLVENTE MIN 0 -47.05 -1.94 0.02 -0.972 -0.238 -6.569N+17.00 C34 1 ENVOLVENTE MIN 0 47.05 1.94 0.02 0.972 0.238 6.569N+17.00 C34-1 ENVOLVENTE MIN 3.337 -45.99 -1.94 0.02 -0.972 -0.616 -0.405

00 3 3 33 99 9 0 02 0 9 2 0 6 6 0 0N+17.00 C34-1 ENVOLVENTE MIN 3.337 -45.99 -1.94 0.02 -0.972 -0.616 -0.405N+17 00 C34-1 ENVOLVENTE MIN 3 366 -45 98 -1 94 0 02 -0 972 -0 623 -0 374N+17.00 C34-1 ENVOLVENTE MIN 3.366 -45.98 -1.94 0.02 -0.972 -0.623 -0.374N+4.45 C35 ENVOLVENTE MAX 0 -101.37 17.7 40.59 1.996 93.875 66.641N+4.45 C35 ENVOLVENTE MAX 0 101.37 17.7 40.59 1.996 93.875 66.641N+4.45 C35 ENVOLVENTE MAX 4.5 -81.69 17.7 40.59 1.996 94.277 18.043N+4.45 C35 ENVOLVENTE MIN 0 -267.08 -19.38 -42.38 -2.017 -96.474 -69.178N+4 45 C35 ENVOLVENTE MIN 4 5 240 83 19 38 42 38 2 017 88 822 13 038N+4.45 C35 ENVOLVENTE MIN 4.5 -240.83 -19.38 -42.38 -2.017 -88.822 -13.038N+8.90 C36 ENVOLVENTE MAX 0 -55.36 5.41 40.19 5.489 94.273 11.288N+8.90 C36 ENVOLVENTE MAX 0 55.36 5.41 40.19 5.489 94.273 11.288N+8.90 C36 ENVOLVENTE MAX 4.45 -35.9 5.41 40.19 5.489 67.791 17.6N+8.90 C36 ENVOLVENTE MIN 0 -122.48 -5.6 -27.61 -5.205 -55.109 -12.898N+8 90 C36 ENVOLVENTE MIN 4 45 96 52 5 6 27 61 5 205 84 609 18 344N+8.90 C36 ENVOLVENTE MIN 4.45 -96.52 -5.6 -27.61 -5.205 -84.609 -18.344N+4.45 C36 ENVOLVENTE MAX 0 -356.26 21.63 49.33 1.996 111.175 72.296N+4.45 C36 ENVOLVENTE MAX 0 -356.26 21.63 49.33 1.996 111.175 72.296N+4.45 C36 ENVOLVENTE MAX 4.5 -336.58 21.63 49.33 1.996 71.603 28.764N+4.45 C36 ENVOLVENTE MIN 0 -842.92 -22.63 -36.37 -2.017 -92.09 -73.831N+4 45 C36 ENVOLVENTE MIN 4 5 816 67 22 63 36 37 2 017 110 856 25 809N+4.45 C36 ENVOLVENTE MIN 4.5 -816.67 -22.63 -36.37 -2.017 -110.856 -25.809N+17.00 C36-1 ENVOLVENTE MAX 0 -14.36 2.76 0.03 0.935 0.342 9.086N+17.00 C36-1 ENVOLVENTE MAX 0 -14.36 2.76 0.03 0.935 0.342 9.086N+17.00 C36-1 ENVOLVENTE MAX 3.337 -13.56 2.76 0.03 0.935 1.326 1.324.00 C36 O 3.33 3.56 . 6 0.03 0.935 .3 6 .3N+17.00 C36-1 ENVOLVENTE MAX 3.337 -13.56 2.76 0.03 0.935 1.326 1.324N 17 00 C36 1 ENVOLVENTE MAX 3 366 13 55 2 76 0 03 0 935 1 343 1 393N+17.00 C36-1 ENVOLVENTE MAX 3.366 -13.55 2.76 0.03 0.935 1.343 1.393N+17 00 C36-1 ENVOLVENTE MAX 3 366 -4 28 2 69 -0 39 1 199 -0 44 2 391N+17.00 C36-1 ENVOLVENTE MAX 3.366 -4.28 2.69 -0.39 1.199 -0.44 2.391N+17.00 C36-1 ENVOLVENTE MAX 5.834 -3.69 2.69 -0.39 1.199 2.066 7.708N+17.00 C36 1 ENVOLVENTE MAX 5.834 3.69 2.69 0.39 1.199 2.066 7.708N+17.00 C36-1 ENVOLVENTE MAX 5.834 3.04 2.58 1.72 1.462 1.913 -0.348N+17.00 C36-1 ENVOLVENTE MAX 5.834 3.04 2.58 1.72 1.462 1.916 -0.351N+17 00 C36-1 ENVOLVENTE MAX 5 834 4 43 2 08 2 1 1 345 1 263 3 306N+17.00 C36-1 ENVOLVENTE MAX 5.834 4.43 2.08 2.1 1.345 1.263 3.306N+17.00 C36-1 ENVOLVENTE MAX 5.836 4.43 2.08 2.1 1.345 1.261 3.313N+17.00 C36 1 ENVOLVENTE MAX 5.836 4.43 2.08 2.1 1.345 1.261 3.313N+17.00 C36-1 ENVOLVENTE MIN 0 -63.04 -3.37 -0.58 -0.827 -0.967 -10.239N+17.00 C36-1 ENVOLVENTE MIN 3.337 -61.97 -3.37 -0.58 -0.827 0.226 -0.459N+17 00 C36 1 ENVOLVENTE MIN 3 337 61 97 3 37 0 58 0 827 0 226 0 459N+17.00 C36-1 ENVOLVENTE MIN 3.337 -61.97 -3.37 -0.58 -0.827 0.226 -0.459N+17.00 C36-1 ENVOLVENTE MIN 3.366 -61.97 -3.37 -0.58 -0.827 0.226 -0.51N+17.00 C36 1 ENVOLVENTE MIN 3.366 61.97 3.37 0.58 0.827 0.226 0.51N+17.00 C36-1 ENVOLVENTE MIN 3.366 -34.25 -3.93 -2.1 -1.117 -3.118 -2.067N+17.00 C36-1 ENVOLVENTE MIN 5.834 -33.46 -3.93 -2.1 -1.117 0.336 -4.325N+17 00 C36 1 ENVOLVENTE MIN 5 834 7 29 2 68 2 1 0 909 1 65 3 309N+17.00 C36-1 ENVOLVENTE MIN 5.834 -7.29 -2.68 -2.1 -0.909 -1.65 -3.309N+17.00 C36-1 ENVOLVENTE MIN 5.834 -7.29 -2.68 -2.1 -0.909 -1.652 -3.306N+17.00 C36-1 ENVOLVENTE MIN 5.834 -7.29 -2.68 -2.1 -0.909 -1.652 -3.306N+17.00 C36-1 ENVOLVENTE MIN 5.834 -3.48 -6.55 -1.72 -1.765 -1.708 0.351N+17.00 C36-1 ENVOLVENTE MIN 5.836 -3.48 -6.55 -1.72 -1.765 -1.707 0.361N+4 45 C37 ENVOLVENTE MAX 0 247 2 21 32 50 85 1 996 120 072 71 969N+4.45 C37 ENVOLVENTE MAX 0 -247.2 21.32 50.85 1.996 120.072 71.969N+4.45 C37 ENVOLVENTE MAX 4.5 -227.51 21.32 50.85 1.996 154.173 23.266N+4.45 C37 ENVOLVENTE MAX 4.5 -227.51 21.32 50.85 1.996 154.173 23.266N+4.45 C37 ENVOLVENTE MIN 0 -645.12 -21.1 -65.95 -2.017 -142.609 -71.709N 4.45 C37 ENVOLVENTE MIN 0 645.12 21.1 65.95 2.017 142.609 71.709N+4.45 C37 ENVOLVENTE MIN 4.5 -618.88 -21.1 -65.95 -2.017 -108.751 -23.978

8 90 38 0 57 35 5 34 39 94 5 318 81 81 11 218N+8.90 C38 ENVOLVENTE MAX 0 -57.35 5.34 39.94 5.318 81.81 11.218N+8 90 C38 ENVOLVENTE MAX 4 45 -37 89 5 34 39 94 5 318 101 828 17 779N+8.90 C38 ENVOLVENTE MAX 4.45 -37.89 5.34 39.94 5.318 101.828 17.779N+8.90 C38 ENVOLVENTE MIN 0 -126 -5.43 -46.32 -5.092 -104.32 -11.648N+8.90 C38 ENVOLVENTE MIN 0 126 5.43 46.32 5.092 104.32 11.648N+8.90 C38 ENVOLVENTE MIN 4.45 -100.05 -5.43 -46.32 -5.092 -95.955 -17.788N+4.45 C38 ENVOLVENTE MAX 0 -294.76 21.24 55.84 1.996 138.054 71.745N+4 45 C38 ENVOLVENTE MAX 4 5 -275 07 21 24 55 84 1 996 140 411 28 765N+4.45 C38 ENVOLVENTE MAX 4.5 -275.07 21.24 55.84 1.996 140.411 28.765N+4.45 C38 ENVOLVENTE MIN 0 -683.87 -22.66 -64.94 -2.017 -151.836 -73.9N+4.45 C38 ENVOLVENTE MIN 0 683.87 22.66 64.94 2.017 151.836 73.9N+4.45 C38 ENVOLVENTE MIN 4.5 -657.63 -22.66 -64.94 -2.017 -113.273 -24.54N+17.00 C38-1 ENVOLVENTE MAX 0 -15.86 3.31 0.56 0.25 1.194 9.648N+17 00 C38 1 ENVOLVENTE MAX 1 915 15 41 3 31 0 56 0 25 0 187 3 42N+17.00 C38-1 ENVOLVENTE MAX 1.915 -15.41 3.31 0.56 0.25 0.187 3.42N+17.00 C38-1 ENVOLVENTE MAX 1.915 -15.41 3.31 0.56 0.25 0.187 3.42N+17.00 C38-1 ENVOLVENTE MAX 1.915 -15.41 3.31 0.56 0.25 0.187 3.42N+17.00 C38-1 ENVOLVENTE MAX 1.95 -15.4 3.31 0.56 0.25 0.171 3.315N+17.00 C38-1 ENVOLVENTE MAX 1.95 -5.6 3.54 0.38 0.431 0.538 5.723N+17 00 C38 1 ENVOLVENTE MAX 5 834 4 68 3 54 0 38 0 431 0 073 4 536N+17.00 C38-1 ENVOLVENTE MAX 5.834 -4.68 3.54 0.38 0.431 0.073 4.536

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DATOS DE SALIDA DEL MODELO

N+17.00 C38-1 ENVOLVENTE MAX 5.834 4.17 3.08 1.39 0.541 0.85 -0.584N+17 00 C38 1 ENVOLVENTE MAX 5 834 4 17 3 08 1 39 0 541 0 851 0 589N+17.00 C38-1 ENVOLVENTE MAX 5.834 4.17 3.08 1.39 0.541 0.851 -0.589N+17.00 C38-1 ENVOLVENTE MAX 5.834 5.15 2.92 1.05 1.252 0.926 4.352N+17.00 C38-1 ENVOLVENTE MAX 5.834 5.15 2.92 1.05 1.252 0.926 4.352N+17.00 C38-1 ENVOLVENTE MAX 5.836 5.16 2.92 1.05 1.252 0.927 4.358N+17.00 C38-1 ENVOLVENTE MIN 0 -67.19 -2.53 -0.17 -0.315 -0.75 -8.215N+17 00 C38 1 ENVOLVENTE MIN 1 915 66 58 2 53 0 17 0 315 0 483 3 481N+17.00 C38-1 ENVOLVENTE MIN 1.915 -66.58 -2.53 -0.17 -0.315 -0.483 -3.481N+17 00 C38-1 ENVOLVENTE MIN 1 915 -66 58 -2 53 -0 17 -0 315 -0 483 -3 481N+17.00 C38-1 ENVOLVENTE MIN 1.915 -66.58 -2.53 -0.17 -0.315 -0.483 -3.481N+17.00 C38-1 ENVOLVENTE MIN 1.95 -66.57 -2.53 -0.17 -0.315 -0.48 -3.403N 17.00 C38 1 ENVOLVENTE MIN 1.95 66.57 2.53 0.17 0.315 0.48 3.403N+17.00 C38-1 ENVOLVENTE MIN 1.95 -41.69 -2.53 0.02 -0.534 -0.107 -5.291

17 00 38 1 5 834 40 45 2 53 0 02 0 534 0 926 8 029N+17.00 C38-1 ENVOLVENTE MIN 5.834 -40.45 -2.53 0.02 -0.534 -0.926 -8.029N+17 00 C38-1 ENVOLVENTE MIN 5 834 -7 4 -3 47 -1 05 -1 064 -1 105 -4 355N+17.00 C38-1 ENVOLVENTE MIN 5.834 -7.4 -3.47 -1.05 -1.064 -1.105 -4.355N+17.00 C38-1 ENVOLVENTE MIN 5.834 -7.4 -3.46 -1.05 -1.064 -1.106 -4.352N+17.00 C38 1 ENVOLVENTE MIN 5.834 7.4 3.46 1.05 1.064 1.106 4.352N+17.00 C38-1 ENVOLVENTE MIN 5.834 -4.53 -6.52 -1.39 -0.848 -0.506 0.589N+17.00 C38-1 ENVOLVENTE MIN 5.836 -4.53 -6.52 -1.39 -0.848 -0.507 0.6N+4 45 C39 ENVOLVENTE MAX 0 -208 66 21 27 84 13 1 996 191 13 71 921N+4.45 C39 ENVOLVENTE MAX 0 -208.66 21.27 84.13 1.996 191.13 71.921N+4.45 C39 ENVOLVENTE MAX 4.5 -188.97 21.27 84.13 1.996 187.965 23.875N+4.45 C39 ENVOLVENTE MAX 4.5 188.97 21.27 84.13 1.996 187.965 23.875N+4.45 C39 ENVOLVENTE MIN 0 -596.72 -21.31 -84.45 -2.017 -192.076 -72.04N+4.45 C39 ENVOLVENTE MIN 4.5 -570.48 -21.31 -84.45 -2.017 -187.452 -23.812N+8 90 C40 ENVOLVENTE MAX 0 38 96 5 4 32 85 5 292 64 961 14 518N+8.90 C40 ENVOLVENTE MAX 0 -38.96 5.4 32.85 5.292 64.961 14.518N+8.90 C40 ENVOLVENTE MAX 4.45 -19.49 5.4 32.85 5.292 82.058 10.241N+8.90 C40 ENVOLVENTE MAX 4.45 -19.49 5.4 32.85 5.292 82.058 10.241N+8.90 C40 ENVOLVENTE MIN 0 -88.82 -4.25 -33.52 -5.34 -67.302 -11.521N+8.90 C40 ENVOLVENTE MIN 4.45 -62.86 -4.25 -33.52 -5.34 -81.423 -12.353N+4 45 C40 ENVOLVENTE MAX 0 202 79 19 28 81 4 1 996 198 534 68 509N+4.45 C40 ENVOLVENTE MAX 0 -202.79 19.28 81.4 1.996 198.534 68.509N+4.45 C40 ENVOLVENTE MAX 4.5 -183.11 19.28 81.4 1.996 170.481 13.511N+4.45 C40 ENVOLVENTE MAX 4.5 -183.11 19.28 81.4 1.996 170.481 13.511N+4.45 C40 ENVOLVENTE MIN 0 -427.96 -16.89 -82.49 -2.017 -200.737 -65.037N+4.45 C40 ENVOLVENTE MIN 4.5 -401.72 -16.89 -82.49 -2.017 -167.785 -20.788N 17 00 C40 1 ENVOLVENTE MAX 0 7 28 0 86 0 42 0 25 1 087 2 179N+17.00 C40-1 ENVOLVENTE MAX 0 -7.28 0.86 0.42 0.25 1.087 2.179N+17 00 C40-1 ENVOLVENTE MAX 1 915 -6 82 0 86 0 42 0 25 0 336 1 184N+17.00 C40-1 ENVOLVENTE MAX 1.915 -6.82 0.86 0.42 0.25 0.336 1.184N+17.00 C40-1 ENVOLVENTE MAX 1.915 -6.82 0.86 0.42 0.25 0.336 1.184N+17.00 C40 1 ENVOLVENTE MAX 1.915 6.82 0.86 0.42 0.25 0.336 1.184N+17.00 C40-1 ENVOLVENTE MAX 1.95 -6.82 0.86 0.42 0.25 0.326 1.18

00 0 0 39 0 93 0 0 3 2 2 398N+17.00 C40-1 ENVOLVENTE MIN 0 -39.54 -0.93 -0.41 -0.312 -1.114 -2.398N+17 00 C40-1 ENVOLVENTE MIN 1 915 -38 93 -0 93 -0 41 -0 312 -0 366 -1 263N+17.00 C40-1 ENVOLVENTE MIN 1.915 -38.93 -0.93 -0.41 -0.312 -0.366 -1.263N+17.00 C40-1 ENVOLVENTE MIN 1.915 -38.93 -0.93 -0.41 -0.312 -0.366 -1.263N+17.00 C40 1 ENVOLVENTE MIN 1.915 38.93 0.93 0.41 0.312 0.366 1.263N+17.00 C40-1 ENVOLVENTE MIN 1.95 -38.92 -0.93 -0.41 -0.312 -0.355 -1.256N+8.90 C41 ENVOLVENTE MAX 0 -27.23 1.28 16.83 8.153 41.592 -6.029N+8 90 C41 ENVOLVENTE MAX 4 45 7 76 1 28 16 83 8 153 13 855 27 248N+8.90 C41 ENVOLVENTE MAX 4.45 -7.76 1.28 16.83 8.153 13.855 27.248N+8.90 C41 ENVOLVENTE MIN 0 -79.36 -11.83 -4.06 -8.935 -5.87 -27.026N+8.90 C41 ENVOLVENTE MIN 0 79.36 11.83 4.06 8.935 5.87 27.026N+8.90 C41 ENVOLVENTE MIN 4.45 -53.4 -11.83 -4.06 -8.935 -34.991 -13.393N+4.45 C41 ENVOLVENTE MAX 0 -94.31 33.68 34.84 1.996 83.869 92.486N+4 45 C41 ENVOLVENTE MAX 4 5 74 63 33 68 34 84 1 996 39 902 94 543N+4.45 C41 ENVOLVENTE MAX 4.5 -74.63 33.68 34.84 1.996 39.902 94.543N+4.45 C41 ENVOLVENTE MIN 0 -268.32 -45.42 -23.82 -2.017 -67.399 -109.836N+4.45 C41 ENVOLVENTE MIN 0 -268.32 -45.42 -23.82 -2.017 -67.399 -109.836N+4.45 C41 ENVOLVENTE MIN 4.5 -242.08 -45.42 -23.82 -2.017 -73.035 -59.071N+8.90 C42 ENVOLVENTE MAX 0 -38.79 18.73 15.93 19.568 66.745 37.599N+8 90 C42 ENVOLVENTE MAX 4 45 14 76 18 73 15 93 19 568 3 826 41 376N+8.90 C42 ENVOLVENTE MAX 4.45 -14.76 18.73 15.93 19.568 3.826 41.376N+8.90 C42 ENVOLVENTE MIN 0 -63.09 -12.7 -11.46 -17.785 -48.753 -16.136N+8.90 C42 ENVOLVENTE MIN 0 -63.09 -12.7 -11.46 -17.785 -48.753 -16.136N+8.90 C42 ENVOLVENTE MIN 4.45 -25.71 -12.7 -11.46 -17.785 -6.356 -46.7168.90 C O . 5 5. . . 6 . 85 6.356 6. 6N+4.45 C42 ENVOLVENTE MAX 0 -136.76 66.92 41.25 3.042 109.612 163.664N 4 45 C42 ENVOLVENTE MAX 4 5 112 46 66 92 41 25 3 042 43 919 114 629N+4.45 C42 ENVOLVENTE MAX 4.5 -112.46 66.92 41.25 3.042 43.919 114.629N+4 45 C42 ENVOLVENTE MIN 0 -280 09 -59 37 -29 7 -3 074 -92 426 -152 532N+4.45 C42 ENVOLVENTE MIN 0 -280.09 -59.37 -29.7 -3.074 -92.426 -152.532N+4.45 C42 ENVOLVENTE MIN 4.5 -247.69 -59.37 -29.7 -3.074 -78.706 -137.479N+4.45 C42 ENVOLVENTE MIN 4.5 247.69 59.37 29.7 3.074 78.706 137.479N+8.90 C43 ENVOLVENTE MAX 0 -49.87 12.66 59.41 6.664 165.776 15.766N+8.90 C43 ENVOLVENTE MAX 4.45 -25.84 12.66 59.41 6.664 19.431 45.39N+8 90 C43 ENVOLVENTE MIN 0 -163 89 -17 57 -27 73 -5 189 -104 741 -33 954N+8.90 C43 ENVOLVENTE MIN 0 -163.89 -17.57 -27.73 -5.189 -104.741 -33.954N+8.90 C43 ENVOLVENTE MIN 4.45 -131.85 -17.57 -27.73 -5.189 -119.751 -41.739N+8.90 C43 ENVOLVENTE MIN 4.45 131.85 17.57 27.73 5.189 119.751 41.739N+4.45 C43 ENVOLVENTE MAX 0 -142.64 58.82 33.82 3.042 95.438 151.736N+4.45 C43 ENVOLVENTE MAX 4.5 -118.34 58.82 33.82 3.042 63.762 135.65N+4 45 C43 ENVOLVENTE MIN 0 344 98 66 32 30 67 3 074 90 73 162 778N+4.45 C43 ENVOLVENTE MIN 0 -344.98 -66.32 -30.67 -3.074 -90.73 -162.778N+4.45 C43 ENVOLVENTE MIN 4.5 -312.58 -66.32 -30.67 -3.074 -73.214 -112.95N+4.45 C43 ENVOLVENTE MIN 4.5 312.58 66.32 30.67 3.074 73.214 112.95N+8.90 C44 ENVOLVENTE MAX 0 -38.86 14.08 11.87 16.896 47.217 23.273N+8.90 C44 ENVOLVENTE MAX 4.45 -14.83 14.08 11.87 16.896 4.827 42.369N+8 90 C44 ENVOLVENTE MIN 0 63 46 14 12 9 77 18 864 41 1 21 922N+8.90 C44 ENVOLVENTE MIN 0 -63.46 -14.12 -9.77 -18.864 -41.1 -21.922N+8.90 C44 ENVOLVENTE MIN 4.45 -26.08 -14.12 -9.77 -18.864 -8.053 -40.826N+8.90 C44 ENVOLVENTE MIN 4.45 -26.08 -14.12 -9.77 -18.864 -8.053 -40.826N+4.45 C44 ENVOLVENTE MAX 0 -184.88 62.28 21.59 3.042 82.572 156.83N+4.45 C44 ENVOLVENTE MAX 4.5 -160.58 62.28 21.59 3.042 39.992 121.808

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DATOS DE SALIDA DEL MODELO

N+4.45 C44 ENVOLVENTE MIN 0 -343.39 -61.74 -21.54 -3.074 -82.521 -156.025N+4 45 C44 ENVOLVENTE MIN 4 5 310 99 61 74 21 54 3 074 40 177 123 446N+4.45 C44 ENVOLVENTE MIN 4.5 -310.99 -61.74 -21.54 -3.074 -40.177 -123.446N+8.90 C45 ENVOLVENTE MAX 0 -50.47 12.79 26.88 5.777 60.512 22.005N+8.90 C45 ENVOLVENTE MAX 0 -50.47 12.79 26.88 5.777 60.512 22.005N+8.90 C45 ENVOLVENTE MAX 4.45 -31.01 12.79 26.88 5.777 31.215 35.238N+8.90 C45 ENVOLVENTE MIN 0 -164.5 -13.34 -11.1 -6.089 -18.971 -24.306N+8 90 C45 ENVOLVENTE MIN 4 45 138 55 13 34 11 1 6 089 59 907 35 071N+8.90 C45 ENVOLVENTE MIN 4.45 -138.55 -13.34 -11.1 -6.089 -59.907 -35.071N+4 45 C45 ENVOLVENTE MAX 0 -171 41 42 72 39 26 1 996 96 249 105 862N+4.45 C45 ENVOLVENTE MAX 0 -171.41 42.72 39.26 1.996 96.249 105.862N+4.45 C45 ENVOLVENTE MAX 4.5 -151.73 42.72 39.26 1.996 46.036 89.776N 4.45 C45 ENVOLVENTE MAX 4.5 151.73 42.72 39.26 1.996 46.036 89.776N+4.45 C45 ENVOLVENTE MIN 0 -430.81 -43.84 -27.88 -2.017 -79.501 -107.509

4 45 45 4 5 404 56 43 84 27 88 2 017 80 513 86 399N+4.45 C45 ENVOLVENTE MIN 4.5 -404.56 -43.84 -27.88 -2.017 -80.513 -86.399N+8 90 C46 ENVOLVENTE MAX 0 -33 58 13 93 4 01 7 838 16 513 26 613N+8.90 C46 ENVOLVENTE MAX 0 -33.58 13.93 4.01 7.838 16.513 26.613N+8.90 C46 ENVOLVENTE MAX 4.45 -14.12 13.93 4.01 7.838 6.725 35.031N+8.90 C46 ENVOLVENTE MAX 4.45 14.12 13.93 4.01 7.838 6.725 35.031N+8.90 C46 ENVOLVENTE MIN 0 -55.98 -13.79 -2.93 -6.929 -7.86 -26.375N+8.90 C46 ENVOLVENTE MIN 4.45 -25.7 -13.79 -2.93 -6.929 -5.327 -35.387N+4 45 C46 ENVOLVENTE MAX 0 -207 94 44 72 18 95 1 996 68 946 108 815N+4.45 C46 ENVOLVENTE MAX 0 -207.94 44.72 18.95 1.996 68.946 108.815N+4.45 C46 ENVOLVENTE MAX 4.5 -188.26 44.72 18.95 1.996 10.989 92.647N+4.45 C46 ENVOLVENTE MAX 4.5 188.26 44.72 18.95 1.996 10.989 92.647N+4.45 C46 ENVOLVENTE MIN 0 -417.98 -44.79 -16.76 -2.017 -65.855 -108.911N+4.45 C46 ENVOLVENTE MIN 4.5 -391.73 -44.79 -16.76 -2.017 -17.75 -92.441N+8 90 C47 ENVOLVENTE MAX 0 74 75 17 83 31 16 6 274 115 261 26 012N+8.90 C47 ENVOLVENTE MAX 0 -74.75 17.83 31.16 6.274 115.261 26.012N+8.90 C47 ENVOLVENTE MAX 4.45 -50.72 17.83 31.16 6.274 21.68 50.58N+8.90 C47 ENVOLVENTE MAX 4.45 -50.72 17.83 31.16 6.274 21.68 50.58N+8.90 C47 ENVOLVENTE MIN 0 -206.56 -15.1 -10.18 -6.16 -27.094 -17.943N+8.90 C47 ENVOLVENTE MIN 4.45 -174.52 -15.1 -10.18 -6.16 -26.864 -54.631N+4 45 C47 ENVOLVENTE MAX 0 222 65 61 31 65 85 3 042 165 264 155 406N+4.45 C47 ENVOLVENTE MAX 0 -222.65 61.31 65.85 3.042 165.264 155.406N+4.45 C47 ENVOLVENTE MAX 4.5 -198.35 61.31 65.85 3.042 36.761 112.744N+4.45 C47 ENVOLVENTE MAX 4.5 -198.35 61.31 65.85 3.042 36.761 112.744N+4.45 C47 ENVOLVENTE MIN 0 -493.77 -58.75 -34.68 -3.074 -119.668 -151.615N+4.45 C47 ENVOLVENTE MIN 4.5 -461.37 -58.75 -34.68 -3.074 -131.406 -120.515N 8 90 C48 ENVOLVENTE MAX 0 34 6 13 38 3 89 5 427 15 559 25 542N+8.90 C48 ENVOLVENTE MAX 0 -34.6 13.38 3.89 5.427 15.559 25.542N+8 90 C48 ENVOLVENTE MAX 4 45 -15 14 13 38 3 89 5 427 8 175 33 361N+8.90 C48 ENVOLVENTE MAX 4.45 -15.14 13.38 3.89 5.427 8.175 33.361N+8.90 C48 ENVOLVENTE MIN 0 -57.98 -11.98 -3.05 -7.257 -8.506 -20.196N+8.90 C48 ENVOLVENTE MIN 0 57.98 11.98 3.05 7.257 8.506 20.196N+8.90 C48 ENVOLVENTE MIN 4.45 -27.71 -11.98 -3.05 -7.257 -6.227 -34.234

8 0 3 8 39 22 23 996 82 689 08 3N+4.45 C48 ENVOLVENTE MAX 0 -134.8 44.39 22.23 1.996 82.689 108.31N+4 45 C48 ENVOLVENTE MAX 4 5 -115 11 44 39 22 23 1 996 13 846 84 981N+4.45 C48 ENVOLVENTE MAX 4.5 -115.11 44.39 22.23 1.996 13.846 84.981N+4.45 C48 ENVOLVENTE MIN 0 -245.27 -42.25 -20.48 -2.017 -80.373 -105.149N+4.45 C48 ENVOLVENTE MIN 0 245.27 42.25 20.48 2.017 80.373 105.149N+4.45 C48 ENVOLVENTE MIN 4.5 -219.03 -42.25 -20.48 -2.017 -19.413 -91.429N+8.90 C49 ENVOLVENTE MAX 0 -35.7 8.87 33.73 6.52 78.529 10.117N+8 90 C49 ENVOLVENTE MAX 4 45 16 23 8 87 33 73 6 52 43 673 39 493N+8.90 C49 ENVOLVENTE MAX 4.45 -16.23 8.87 33.73 6.52 43.673 39.493N+8.90 C49 ENVOLVENTE MIN 0 -137.33 -16.49 -14.63 -6.026 -22.425 -34.32N+8.90 C49 ENVOLVENTE MIN 0 137.33 16.49 14.63 6.026 22.425 34.32N+8.90 C49 ENVOLVENTE MIN 4.45 -111.37 -16.49 -14.63 -6.026 -72.59 -29.792N+4.45 C49 ENVOLVENTE MAX 0 -169.17 38.59 58.35 1.996 141.638 99.745N+4 45 C49 ENVOLVENTE MAX 4 5 149 49 38 59 58 35 1 996 68 04 99 038N+4.45 C49 ENVOLVENTE MAX 4.5 -149.49 38.59 58.35 1.996 68.04 99.038N+4.45 C49 ENVOLVENTE MIN 0 -512.84 -46.91 -40.93 -2.017 -116.225 -112.04N+4.45 C49 ENVOLVENTE MIN 0 -512.84 -46.91 -40.93 -2.017 -116.225 -112.04N+4.45 C49 ENVOLVENTE MIN 4.5 -486.6 -46.91 -40.93 -2.017 -121.01 -73.896N+8.90 C50 ENVOLVENTE MAX 0 -38.57 16.63 10.59 23.794 38.961 30.87N+8 90 C50 ENVOLVENTE MAX 4 45 14 54 16 63 10 59 23 794 7 463 40 187N+8.90 C50 ENVOLVENTE MAX 4.45 -14.54 16.63 10.59 23.794 7.463 40.187N+8.90 C50 ENVOLVENTE MIN 0 -63.18 -13.15 -11.19 -25.492 -43.64 -19.343N+8.90 C50 ENVOLVENTE MIN 0 -63.18 -13.15 -11.19 -25.492 -43.64 -19.343N+8.90 C50 ENVOLVENTE MIN 4.45 -25.8 -13.15 -11.19 -25.492 -9.465 -44.1238.90 C50 O . 5 5.8 3. 5 . 9 5. 9 9. 65 . 3N+4.45 C50 ENVOLVENTE MAX 0 -225.05 65.08 28.58 3.042 134.321 160.956N 4 45 C50 ENVOLVENTE MAX 4 5 200 75 65 08 28 58 3 042 30 023 118 721N+4.45 C50 ENVOLVENTE MAX 4.5 -200.75 65.08 28.58 3.042 30.023 118.721N+4 45 C50 ENVOLVENTE MIN 0 -450 24 -60 72 -30 43 -3 074 -137 657 -154 523N+4.45 C50 ENVOLVENTE MIN 0 -450.24 -60.72 -30.43 -3.074 -137.657 -154.523N+4.45 C50 ENVOLVENTE MIN 4.5 -417.84 -60.72 -30.43 -3.074 -25.044 -131.918N+4.45 C50 ENVOLVENTE MIN 4.5 417.84 60.72 30.43 3.074 25.044 131.918N+8.90 C51 ENVOLVENTE MAX 0 -38.87 13.5 75.23 4.327 216.903 19.735N+8.90 C51 ENVOLVENTE MAX 4.45 -14.84 13.5 75.23 4.327 63.21 42.555N+8 90 C51 ENVOLVENTE MIN 0 -132 39 -14 15 -50 57 -4 97 -161 962 -21 552N+8.90 C51 ENVOLVENTE MIN 0 -132.39 -14.15 -50.57 -4.97 -161.962 -21.552N+8.90 C51 ENVOLVENTE MIN 4.45 -100.35 -14.15 -50.57 -4.97 -117.998 -41.467N+8.90 C51 ENVOLVENTE MIN 4.45 100.35 14.15 50.57 4.97 117.998 41.467N+4.45 C51 ENVOLVENTE MAX 0 -137.88 60.69 63.23 3.042 193.78 154.499N+4.45 C51 ENVOLVENTE MAX 4.5 -113.58 60.69 63.23 3.042 42.872 119.181N+4 45 C51 ENVOLVENTE MIN 0 471 64 60 87 45 8 3 074 168 812 154 761N+4.45 C51 ENVOLVENTE MIN 0 -471.64 -60.87 -45.8 -3.074 -168.812 -154.761N+4.45 C51 ENVOLVENTE MIN 4.5 -439.24 -60.87 -45.8 -3.074 -96.336 -118.624N+4.45 C51 ENVOLVENTE MIN 4.5 439.24 60.87 45.8 3.074 96.336 118.624N+8.90 C52 ENVOLVENTE MAX 0 -38.02 15.07 12.07 24.289 42.948 24.252N+8.90 C52 ENVOLVENTE MAX 4.45 -13.99 15.07 12.07 24.289 11.171 44.165N+8 90 C52 ENVOLVENTE MIN 0 61 99 15 9 11 74 22 82 43 144 27 603N+8.90 C52 ENVOLVENTE MIN 0 -61.99 -15.9 -11.74 -22.82 -43.144 -27.603N+8.90 C52 ENVOLVENTE MIN 4.45 -24.61 -15.9 -11.74 -22.82 -12.825 -43.787N+8.90 C52 ENVOLVENTE MIN 4.45 -24.61 -15.9 -11.74 -22.82 -12.825 -43.787N+4.45 C52 ENVOLVENTE MAX 0 -215.62 62.38 40.1 3.042 168.281 156.984N+4.45 C52 ENVOLVENTE MAX 4.5 -191.32 62.38 40.1 3.042 26.564 126.327N+4 45 C52 ENVOLVENTE MIN 0 429 34 63 24 37 18 3 074 164 777 158 239N+4.45 C52 ENVOLVENTE MIN 0 -429.34 -63.24 -37.18 -3.074 -164.777 -158.239N+4.45 C52 ENVOLVENTE MIN 4.5 -396.94 -63.24 -37.18 -3.074 -36.235 -123.731N+4.45 C52 ENVOLVENTE MIN 4.5 -396.94 -63.24 -37.18 -3.074 -36.235 -123.731N+8.90 C53 ENVOLVENTE MAX 0 -13.19 12.89 21.73 14.37 47.006 29.713N 8.90 C53 ENVOLVENTE MAX 0 13.19 12.89 21.73 14.37 47.006 29.713N+8.90 C53 ENVOLVENTE MAX 4.45 6.27 12.89 21.73 14.37 32.244 12.679

8 90 53 0 80 44 0 82 8 02 14 269 7 568 7 354N+8.90 C53 ENVOLVENTE MIN 0 -80.44 -0.82 -8.02 -14.269 -7.568 7.354N+8 90 C53 ENVOLVENTE MIN 4 45 -54 49 -0 82 -8 02 -14 269 -53 848 -29 338N+8.90 C53 ENVOLVENTE MIN 4.45 -54.49 -0.82 -8.02 -14.269 -53.848 -29.338N+4.45 C53 ENVOLVENTE MAX 0 -63.4 46.1 75.07 1.996 188.989 110.85N+4.45 C53 ENVOLVENTE MAX 0 63.4 46.1 75.07 1.996 188.989 110.85N+4.45 C53 ENVOLVENTE MAX 4.5 -43.72 46.1 75.07 1.996 111.188 57.743N+4.45 C53 ENVOLVENTE MIN 0 -310.74 -33.24 -62.79 -2.017 -171.435 -91.823N+4 45 C53 ENVOLVENTE MIN 4 5 -284 49 -33 24 -62 79 -2 017 -148 875 -96 619N+4.45 C53 ENVOLVENTE MIN 4.5 -284.49 -33.24 -62.79 -2.017 -148.875 -96.619N+4.45 C54 ENVOLVENTE MAX 0 -67.23 21.03 36.07 1.996 86.027 71.544N+4.45 C54 ENVOLVENTE MAX 0 67.23 21.03 36.07 1.996 86.027 71.544N+4.45 C54 ENVOLVENTE MAX 4.5 -47.54 21.03 36.07 1.996 90.833 16.177N+4.45 C54 ENVOLVENTE MIN 0 -165.14 -18.76 -40.84 -2.017 -92.976 -68.252N+4 45 C54 ENVOLVENTE MIN 4 5 138 9 18 76 40 84 2 017 76 292 23 085N+4.45 C54 ENVOLVENTE MIN 4.5 -138.9 -18.76 -40.84 -2.017 -76.292 -23.085N+4.45 C55 ENVOLVENTE MAX 0 -76.54 20.73 43.13 1.996 96.505 70.917N+4.45 C55 ENVOLVENTE MAX 0 -76.54 20.73 43.13 1.996 96.505 70.917N+4.45 C55 ENVOLVENTE MAX 4.5 -56.86 20.73 43.13 1.996 71.783 16.518N+4.45 C55 ENVOLVENTE MIN 0 -184.42 -18.86 -34.55 -2.017 -83.714 -68.338N+4 45 C55 ENVOLVENTE MIN 4 5 158 17 18 86 34 55 2 017 97 586 22 36N+4.45 C55 ENVOLVENTE MIN 4.5 -158.17 -18.86 -34.55 -2.017 -97.586 -22.36

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PPROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

DATOS DE SALIDA DEL MODELO

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10. VERIFICACIONES

VERIFICACIONES

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VERIFICACIONES DE CORTANTE PARA VIGAS

C.21.3.3.1 (a) C.21.3.3.1 (b)

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CHEQUEO DE CORTANTE DE ACUERDO A C.21.3.3 (a)

f'c = 21.1 MPa Mn = Momentos nominales de la viga en cada extremo restringido de la luz libre. COMDIS3 = 1.2C.M.+1.0C.V.+1.0Ex+0.3Ey COMDIS9 = 1.2C.M.+1.0C.V.+0.3Ex+1.0(-Ey) COMDIS15 = 0.9C.M.+0.3Ex+1.0Ey

fy = 420 MPa Vg = Cortante calculado para cargas gravitacionales mayoradas. COMDIS4 = 1.2C.M.+1.0C.V.+1.0(-Ex)+0.3Ey COMDIS10 = 1.2C.M.+1.0C.V.+0.3(-Ex)+1.0(-Ey) COMDIS16 = 0.9C.M.+0.3(-Ex)+1.0Ey

Φ Cortante = 0.75 Vm = Cortante debido a flexion en curvatura inversa. COMDIS5 = 1.2C.M.+1.0C.V.+1.0Ex+0.3(-Ey) COMDIS11 = 0.9C.M.+1.0Ex+0.3Ey COMDIS17 = 0.9C.M.+0.3Ex+1.0(-Ey)

Estribos Φ = 9.5 mm Vu = Vm + Vg COMDIS6 = 1.2C.M.+1.0C.V.+1.0(-Ex)+0.3(-Ey) COMDIS12 = 0.9C.M.+1.0(-Ex)+0.3Ey COMDIS18 = 0.9C.M.+0.3(-Ex)+1.0(-Ey)

Av = 71 mm2 COMDIS7 = 1.2C.M.+1.0C.V.+0.3Ex+1.0Ey COMDIS13 = 0.9C.M.+1.0Ex+0.3(-Ey)

R= 3.38 COMDIS8 = 1.2C.M.+1.0C.V.+0.3(-Ex)+1.0Ey COMDIS14 = 0.9C.M.+1.0(-Ex)+0.3(-Ey)

VIGA

ELEMENTO b d C.M. C.V. SISMO X SISMO Y -SISMO X -SISMO Y

No. (m) (m) (m) (m) (KN.m) (KN.m) (KN.m) (KN.m) (KN.m) (KN.m) COMBDIS3 COMBDIS4 COMBDIS5 COMBDIS6 COMBDIS7 COMBDIS8 COMBDIS9 COMBDIS10 COMBDIS11 COMBDIS12 COMBDIS13 COMBDIS14 COMBDIS15 COMBDIS16 COMBDIS17 COMBDIS18

B1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

B1 2.030 -64.863 -30.598 0.000 0.000 0.000 0.000 108.434 108.434 108.434 108.434 108.434 108.434 108.434 108.434 58.377 58.377 58.377 58.377 58.377 58.377 58.377 58.377

B2 0.000 -6.543 -1.119 78.051 10.710 -78.051 -10.710 15.072 31.112 13.171 33.013 1.126 12.730 5.212 19.067 18.154 28.030 16.253 29.931 4.208 9.648 2.130 15.985

B2 4.825 -7.966 0.287 69.789 9.785 -69.789 -9.785 12.244 29.051 10.507 30.788 0.183 12.572 5.973 18.361 14.347 26.949 12.610 28.686 1.920 10.469 3.870 16.259

B2 0.000 -28.688 -10.462 249.361 45.796 -249.361 -45.796 32.953 114.598 24.823 122.728 9.206 53.471 36.304 80.569 52.021 95.530 43.892 103.659 9.863 34.403 17.236 61.501

B2 4.825 -45.558 -14.804 229.307 42.623 -229.307 -42.623 2.152 133.533 5.414 141.099 36.511 77.216 61.731 102.437 30.623 105.061 23.057 112.628 8.039 48.745 33.260 73.965

B3 0.000 -7.217 0.672 66.095 10.715 -66.095 -10.715 12.517 26.592 10.615 28.494 1.048 10.685 5.292 17.025 14.010 25.099 12.108 27.001 2.541 9.192 3.799 15.532

B3 4.925 -6.455 -0.106 75.523 10.745 -75.523 -10.745 15.446 29.242 13.538 31.150 2.030 11.376 4.328 17.734 17.488 27.200 15.581 29.107 4.073 9.334 2.285 15.692

B3 0.000 -39.251 -10.642 215.716 41.944 -215.716 -41.944 9.801 117.842 2.355 125.287 26.187 64.480 51.006 89.299 32.218 95.424 24.773 102.870 3.770 42.063 28.589 66.882

B3 4.925 -37.883 -11.171 222.380 42.671 -222.380 -42.671 12.950 118.636 5.375 126.211 24.268 63.744 49.517 88.993 35.486 96.100 27.911 103.675 1.732 41.208 26.981 66.457

B4 0.000 -6.388 -0.385 75.315 8.668 -75.315 -8.668 15.001 29.564 13.463 31.102 1.199 12.171 3.930 17.300 17.303 27.262 15.764 28.801 3.500 9.869 1.629 14.998

B4 4.925 -8.656 0.021 65.915 8.540 -65.915 -8.540 9.893 29.110 8.377 30.626 1.989 13.690 7.042 18.743 12.469 26.534 10.953 28.050 0.587 11.114 4.467 16.167

B4 0.000 -43.345 -16.015 225.072 41.046 -225.072 -41.046 2.203 130.975 5.083 138.261 35.908 75.862 60.196 100.150 31.222 101.957 23.936 109.243 6.890 46.844 31.177 71.131

B4 4.925 -53.651 -22.823 221.627 40.981 -221.627 -40.981 17.997 149.137 25.271 156.412 55.409 94.751 79.658 119.000 20.922 110.219 13.647 117.493 16.490 55.832 40.739 80.081

B5 0.000 -8.683 -0.126 64.733 11.973 -64.733 -11.973 9.669 28.635 7.543 30.760 1.258 12.749 8.342 19.833 12.400 25.904 10.274 28.029 1.473 10.018 5.611 17.103

B5 4.925 -5.940 0.230 65.666 11.813 -65.666 -11.813 13.578 25.277 11.481 27.374 2.425 9.231 4.565 16.221 15.130 23.725 13.033 25.822 3.977 7.679 3.013 14.669

B5 0.000 -53.343 -22.525 207.382 42.322 -207.382 -42.322 21.425 144.136 28.937 151.649 55.609 92.422 80.651 117.465 17.103 105.608 9.591 113.121 17.081 53.894 42.123 78.937

B5 4.925 -45.579 -17.954 195.919 39.031 -195.919 -39.031 11.220 127.149 18.149 134.077 43.712 78.490 66.807 101.586 20.407 95.521 13.479 102.450 12.084 46.863 35.179 69.958

B6 0.000 -5.946 -0.172 62.590 6.920 -62.590 -6.920 11.825 25.211 10.596 26.439 0.295 10.815 3.799 14.910 13.781 23.255 12.552 24.483 2.251 8.859 1.843 12.954

B6 4.925 -8.209 0.212 56.658 6.658 -56.658 -6.658 7.715 25.811 6.533 26.992 2.640 12.698 6.580 16.637 9.966 23.560 8.784 24.742 0.389 10.447 4.329 14.387

B6 0.000 -47.932 -19.720 178.081 29.285 -178.081 -29.285 21.952 127.326 27.151 132.524 52.768 84.380 70.097 101.709 12.147 93.226 6.949 98.425 18.669 50.281 35.997 67.609

B6 4.925 -61.175 -29.463 170.066 28.980 -170.066 -28.980 49.985 150.616 55.130 155.761 79.204 109.394 96.352 126.542 2.170 102.801 7.314 107.945 31.389 61.578 48.537 78.726

B7 0.000 -7.591 0.364 56.175 11.361 -56.175 -11.361 8.883 24.357 6.866 26.373 0.398 10.370 7.120 17.092 10.796 22.443 8.780 24.460 1.515 8.457 5.207 15.179

B7 4.925 -7.039 -0.345 60.391 11.763 -60.391 -11.763 10.119 25.615 8.031 27.703 0.049 10.672 6.912 17.632 12.576 23.158 10.488 25.246 2.505 8.215 4.455 15.175

B7 0.000 -60.295 -29.155 187.373 38.754 -187.373 -38.754 42.633 153.505 49.513 160.385 73.413 106.674 96.344 129.605 4.610 106.262 2.269 113.141 26.169 59.431 49.100 82.362

B7 4.925 -50.536 -21.038 214.331 42.970 -214.331 -42.970 14.456 141.279 22.084 148.907 49.945 87.992 75.371 113.418 21.743 105.080 14.115 112.708 13.746 51.793 39.172 77.219

B8 0.000 -7.845 -0.723 60.430 6.996 -60.430 -6.996 8.363 27.395 7.121 28.637 2.704 13.431 6.843 17.570 11.439 24.318 10.197 25.560 0.373 10.354 3.767 14.494

B8 4.925 -7.398 0.455 56.341 6.365 -56.341 -6.365 8.811 24.527 7.681 25.656 1.539 11.540 5.305 15.306 10.576 22.762 9.446 23.892 0.226 9.776 3.541 13.542

B8 0.000 -54.543 -22.991 214.132 36.630 -214.132 -36.630 21.839 148.544 28.341 155.046 58.600 96.611 80.274 118.286 17.515 109.190 11.013 115.693 19.246 57.257 40.920 78.932

B8 4.925 -74.329 -35.697 187.006 32.188 -187.006 -32.188 66.708 177.362 72.422 183.076 98.771 131.967 117.817 151.013 8.712 119.366 14.426 125.080 40.775 73.971 59.821 93.017

B9 0.000 -6.650 0.976 56.259 11.487 -56.259 -11.487 10.660 22.629 8.621 24.668 1.388 8.599 5.409 15.396 11.679 21.610 9.640 23.649 2.407 7.580 4.390 14.377

B9 4.925 -6.618 -0.566 63.338 11.255 -63.338 -11.255 11.230 26.248 9.232 28.246 0.444 10.799 6.216 17.459 13.782 23.696 11.784 25.694 2.995 8.248 3.664 14.908

B9 0.000 -65.450 -31.421 169.921 36.145 -169.921 -36.145 56.480 157.025 62.897 163.442 84.185 114.349 105.573 135.737 5.424 105.969 11.841 112.386 33.129 63.293 54.517 84.681

B9 4.925 -47.470 -19.756 178.334 36.728 -178.334 -36.728 20.699 126.222 27.218 132.741 50.025 81.682 71.758 103.415 13.298 92.225 6.779 98.744 16.028 47.685 37.761 69.418

B10 0.000 -7.018 -0.316 65.982 5.946 -65.982 -5.946 11.311 27.731 10.256 28.787 1.122 12.835 4.640 16.353 13.733 25.310 12.677 26.365 1.299 10.413 2.219 13.932

B10 4.925 -8.160 0.182 64.397 6.484 -64.397 -6.484 10.018 28.087 8.867 29.238 1.976 13.407 5.813 17.244 12.284 25.821 11.133 26.972 0.290 11.141 3.547 14.978

B10 0.000 -47.931 -20.079 195.649 31.384 -195.649 -31.384 16.926 132.695 22.497 138.266 50.946 85.676 69.516 104.247 17.532 98.237 11.961 103.808 16.487 51.218 35.058 69.788

B10 4.925 -61.746 -29.586 206.188 34.638 -206.188 -34.638 39.604 161.609 45.753 167.758 75.133 111.734 95.628 132.230 8.505 113.499 2.357 119.648 27.023 63.624 47.519 84.120

B11 0.000 -8.567 0.117 66.486 11.098 -66.486 -11.098 10.492 28.849 8.522 30.819 0.979 12.781 7.546 19.348 12.945 26.396 10.975 28.366 1.474 10.328 5.093 16.895

B11 4.925 -5.985 -0.145 86.102 9.511 -86.102 -9.511 18.991 31.957 17.303 33.645 3.129 12.155 2.499 17.783 20.932 30.016 19.243 31.705 5.070 10.215 0.558 15.843

B11 0.000 -61.943 -29.681 221.913 45.441 -221.913 -45.441 34.325 165.634 42.391 173.701 70.872 110.265 97.760 137.153 13.939 117.370 5.873 125.437 22.608 62.001 49.496 88.889

B11 4.925 -48.030 -20.106 227.926 45.486 -227.926 -45.486 6.271 141.139 14.345 149.213 44.054 84.515 70.969 111.430 28.244 106.624 20.170 114.698 9.539 50.000 36.454 76.915

B12 0.000 -6.584 -0.403 86.006 5.869 -86.006 -5.869 17.663 33.228 16.621 34.270 1.066 14.201 2.407 17.674 20.041 30.850 18.999 31.892 3.444 11.823 0.028 15.296

B12 4.925 -7.575 0.591 66.313 6.443 -66.313 -6.443 11.692 27.546 10.548 28.690 0.707 12.479 4.519 16.291 13.374 25.865 12.230 27.009 0.974 10.797 2.838 14.609

B12 0.000 -48.495 -20.384 225.248 38.264 -225.248 -38.264 8.540 141.823 15.333 148.616 47.265 87.250 69.906 109.891 26.392 106.891 19.600 113.683 12.332 52.317 34.974 74.959

B12 4.925 -61.966 -29.558 216.142 37.404 -216.142 -37.404 36.650 164.545 43.290 171.184 73.667 112.035 95.799 134.168 11.498 116.397 4.858 123.037 25.519 63.887 47.651 86.020

B13 0.000 -7.609 0.711 69.077 11.806 -69.077 -11.806 13.065 27.809 10.969 29.905 1.204 11.058 5.782 18.044 14.637 26.237 12.541 28.333 2.776 9.486 4.210 16.472

B13 4.825 -7.035 -1.456 79.452 11.141 -79.452 -11.141 14.597 32.416 12.620 34.393 0.450 13.654 6.142 20.246 18.164 28.849 16.186 30.827 4.017 10.087 2.576 16.680

B13 0.000 -64.686 -30.494 228.305 46.756 -228.305 -46.756 36.421 171.513 44.721 179.813 74.020 114.548 101.687 142.214 13.478 121.613 5.179 129.913 24.121 64.648 51.787 92.314

B13 4.825 -30.648 -12.488 249.120 49.306 -249.120 -49.306 28.815 118.593 20.062 127.346 12.567 56.789 41.742 85.964 50.497 96.911 41.745 105.664 9.116 35.107 20.060 64.282

B16 0.000 -3.690 -0.915 13.176 82.243 -13.176 -82.243 5.855 1.942 8.744 16.541 20.159 17.820 28.506 30.845 7.877 0.080 6.722 14.519 22.181 19.842 26.484 28.823

B16 4.820 -8.457 0.448 10.842 67.341 -10.842 -67.341 0.516 6.931 12.470 18.885 11.185 9.261 28.661 30.586 1.573 4.842 10.381 16.796 13.274 11.350 26.572 28.497

B16 0.000 -25.796 -7.810 21.987 225.088 -21.987 -225.088 12.282 25.292 52.238 65.248 29.780 25.877 103.408 107.311 3.267 9.743 36.690 49.700 45.329 41.426 87.859 91.762

B16 4.820 -49.312 -18.161 18.894 188.899 -18.894 -188.899 54.979 66.159 88.512 99.692 19.771 23.125 131.546 134.900 22.025 33.205 55.557 66.737 13.183 9.829 98.591 101.945

B17 0.000 -32.713 -16.699 15.505 327.628 -15.505 -327.628 22.288 31.462 80.447 89.621 42.353 39.601 151.510 154.262 4.225 4.950 53.934 63.108 68.866 66.113 124.997 127.749

B17 4.820 -34.416 -20.629 10.210 193.480 -10.210 -193.480 41.735 47.776 76.080 82.122 3.779 5.592 118.265 120.077 10.781 16.822 45.126 51.168 27.174 25.362 87.311 89.123

B18 0.000 -4.455 -3.687 28.585 167.329 -28.585 -167.329 14.276 2.638 15.428 32.342 43.010 37.935 56.001 61.076 19.299 2.385 10.404 27.318 48.033 42.959 50.978 56.052

B18 4.820 -8.760 4.134 22.366 128.680 -22.366 -128.680 11.660 1.574 11.182 24.416 33.678 29.708 42.464 46.434 10.154 3.080 12.688 25.922 32.172 28.202 43.970 47.940

NIVELLONG.LOC.

2.030N+4.45 VIGA30X50 0.30

SECCION

PROPIEDADES DEL ELEMENTO

0.45

M3

Combinaciones para resistencias nominales a momento

Mn (kN.m)

N+4.45 4.825

N+8.90 4.925

VIGA40X50 0.40 0.45

VIGA30X50 0.30 0.45

N+4.45 4.925 VIGA40X50 0.40 0.45

N+8.90 4.925 VIGA30X50 0.30 0.45

N+4.45 4.925 VIGA40X50 0.40

N+8.90 4.925 VIGA30X50 0.30

VIGA30X50 0.30N+8.90 4.825 0.45

0.45

0.45

N+4.45 4.925 VIGA40X50 0.40 0.45

0.45N+8.90 4.925 VIGA30X50 0.30

N+4.45 4.925 VIGA40X50 0.40 0.45

N+8.90 4.925 VIGA30X50 0.30 0.45

N+4.45 4.925 VIGA40X50 0.40 0.45

0.45N+8.90 4.925 VIGA30X50 0.30

N+4.45 4.925 VIGA40X50 0.40 0.45

N+8.90 4.925 VIGA30X50 0.30 0.45

N+4.45 4.925 VIGA40X50 0.40 0.45

0.45N+8.90 4.925 VIGA30X50 0.30

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)RESISTENCIA A CORTANTE PARA VIGAS

CHEQUEO PARA LA CONDICIÓN DESCRITA EN C.21.3.3 (a)

N+4.45 4.925 VIGA40X50 0.40 0.45

N+8.90

N+8.90

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

4.925

4.925

4.925

4.925

4.825

N+8.90

N+4.45

N+4.45

4.825

4.820

4.820

4.820

4.820

VIGA30X50

VIGA40X50

VIGA30X50

VIGA40X50

VIGA30X50

VIGA40X50

0.40

0.40

0.40

VIGA30X50

VIGA40X50

VIGA40X50

VIGA40X50

0.30 0.45

0.40 0.45

0.45

0.45

0.30

0.30 0.45

0.40 0.45

0.45

0.30 0.45

0.40 0.45

0.45

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CHEQUEO DE CORTANTE DE ACUERDO A C.21.3.3 (a)

f'c = 21.1 MPa Mn = Momentos nominales de la viga en cada extremo restringido de la luz libre.

fy = 420 MPa Vg = Cortante calculado para cargas gravitacionales mayoradas.

Φ Cortante = 0.75 Vm = Cortante debido a flexion en curvatura inversa.

Estribos Φ = 9.5 mm Vu = Vm + Vg

Av = 71 mm2

R= 3.38

COMBDIS3 COMBDIS4 COMBDIS5 COMBDIS6 COMBDIS7 COMBDIS8 COMBDIS9 COMBDIS10 COMBDIS11 COMBDIS12 COMBDIS13 COMBDIS14 COMBDIS15 COMBDIS16 COMBDIS17 COMBDIS18

(kN)

0.00

124.92

10.53

10.31

74.82

86.09

10.57

10.71

68.67

68.34

10.21

11.07

85.48

124.49

11.42

9.86

123.14

86.81

10.22

11.06

91.93

165.81

10.55

10.72

164.43

93.31

11.14

10.14

99.03

283.64

10.15

11.13

167.58

90.15

10.52

10.76

91.88

165.86

11.19

10.09

165.90

91.84

10.71

10.56

92.07

165.66

9.84

11.00

168.19

80.68

9.68

11.14

71.03

89.62

86.95

77.35

15.40

12.36

28.75753.416 28.757

(kN)

53.41653.41653.416 53.416 28.757 28.757 28.75753.416 53.416 28.75753.416

5.661 12.469

Vm = Mnl + Mnr / lnVg

28.757 28.757

2.318 7.757 6.736 11.3954.907 13.223 0.271 5.244 1.243 6.6835.982 12.149 1.270 4.169

13.875 44.826 10.465 28.0763.710 17.2336.267 54.679 9.475 27.085 20.318 37.929 17.128 41.5737.276

5.678

51.426

11.337 11.3934.904 12.110 0.625 4.479 1.343 3.7611.953 7.058 6.396 10.619 5.622

1.570 51.066 10.245 26.035

1.235 6.340

4.619 48.016 1.117 16.90820.411 36.201 13.747 38.888 41.93810.697

4.434 12.534 0.647 5.251

11.283 27.074

43.081

5.055 11.913 4.2612.228 7.318 6.045 10.923 11.5435.425

18.542 34.642

1.238 6.328

46.038

0.830

28.397 44.497 10.5884.102 56.876 7.631 4.747 20.848 14.602 30.703

4.46311.804 0.748

6.163 59.832

2.6214.720 10.947 3.863 3.593 1.7517.321 5.590 10.077 4.733 10.934 1.107

6.628 55.083

6.451

9.561 58.015 20.167 34.703 4.684 43.771 5.922 20.45829.941 44.477 7.616 40.838 15.696 30.232

3.967 10.360 3.478 6.406 4.822 9.506 4.33210.849 0.596 4.774 2.107 5.5519.995 0.536 3.920 1.253

14.607 56.435 33.797 17.164 29.71316.707 58.535 26.796 39.345

10.980 0.091 7.051 4.746 9.259

22.7122.896 41.903 10.16446.345 2.907 39.802

4.272 2.8493.858 10.147 3.025 3.912 3.38510.093 0.816

16.767 31.25013.858 62.137 25.600 40.083 45.372 23.318

6.822

11.478 59.757 33.532 8.835

11.782 0.629

2.90748.016 5.287 42.992

5.283 10.382 4.835 10.830 0.3234.331 11.334 3.883 5.328 2.122 4.377 1.171 5.870

3.802 3.781 42.869 9.981 22.534 18.737 31.28927.251 39.803 36.006 48.559 40.24215.671 57.512 18.297 60.139

5.9469.199 4.350 10.019 1.0973.939 2.360 3.214 1.635

20.455 34.9145.165 48.888

4.445 9.924 3.625 6.671 5.17010.744 0.372

26.64520.459 68.654 31.953 46.412 40.221 54.680 5.325 46.40717.979 66.174 12.187

5.69311.024 0.861 2.467 6.676 4.470 9.559 3.988 10.041 0.122 4.087 1.484

17.923 32.402

3.487

8.105 22.583

5.070

49.345

10.542 3.006

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)RESISTENCIA A CORTANTE PARA VIGAS

CHEQUEO PARA LA CONDICIÓN DESCRITA EN C.21.3.3 (a)

59.855 14.537 5.351 42.912 3.327 45.858

6.1631.962

34.86611.592 62.800 25.047 39.526

13.955 18.973

5.733 12.482

1.322 1.841

13.520 60.126

5.986 12.346

5.960 12.340

5.244 13.089

8.243 62.289 11.520 65.566

0.834 5.063 2.039 7.539 6.879 11.454 6.136 12.197 1.329 4.171 1.147 6.647

23.335 39.549 34.260 50.474 8.565 45.481 5.288 48.758 6.527 22.741 17.452 33.666

5.517 12.784 0.360 5.417 1.406 6.896 6.785 11.516 6.341 11.960 0.897 4.593 0.582 6.072

9.176 62.207 11.903 64.934 24.555 40.464 33.646 49.555 7.693 45.338 4.966 48.065 7.686 23.595 16.777 32.686

4.889 13.326 0.343 5.122 2.471 7.936 6.798 11.417 5.954 12.261 1.408 4.057 1.406 6.871

13.427 63.660 17.946 35.510 29.726 47.291 13.259 45.290 9.725 48.824 6.888 20.675 14.890 32.455

4.401 7.350 6.503 5.618 11.860 12.745 1.961 1.021 3.548 6.497 7.356 6.471 11.007 11.892

29.201 34.220 10.280 10.166 48.746 50.251 5.247 8.910 19.138 24.157 12.140 10.634 38.683 40.188

13.283 16.440 32.474 35.631 9.571 9.376 55.970 56.917 3.113 4.517 20.552 23.709 19.925 18.978 44.047 44.994

5.381 0.874 5.521 11.776 15.910 14.034 20.428 22.305 6.111 1.134 4.791 11.046 16.640 14.764 19.699 21.575

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PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CHEQUEO DE CORTANTE DE ACUERDO A C.21.3.3 (a)

f'c = 21.1 MPa Mn = Momentos nominales de la viga en cada extremo restringido de la luz libre.

fy = 420 MPa Vg = Cortante calculado para cargas gravitacionales mayoradas.

Φ Cortante = 0.75 Vm = Cortante debido a flexion en curvatura inversa.

Estribos Φ = 9.5 mm Vu = Vm + Vg

Av = 71 mm2

R= 3.38

COMBDIS3 COMBDIS4 COMBDIS5 COMBDIS6 COMBDIS7 COMBDIS8 COMBDIS9 COMBDIS10 COMBDIS11 COMBDIS12 COMBDIS13 COMBDIS14 COMBDIS15 COMBDIS16 COMBDIS17 COMBDIS18

(kN) (m) (kN) (kN) (kN)

53.416 53.416 53.416 53.416 53.416 53.416 53.416 53.416 28.757 28.757 28.757 28.757 28.757 28.757 28.757 28.757

124.920 124.920 124.920 124.920 124.920 124.920 124.920 124.920 124.920 124.920 124.920 124.920 124.920 124.920 124.920 124.920

16.193 23.001 15.439 23.755 10.803 15.776 12.850 18.289 17.268 21.927 16.514 22.681 11.802 14.701 11.775 17.215

10.312 10.312 10.312 10.312 10.312 10.312 10.312 10.312 10.312 10.312 10.312 10.312 10.312 10.312 10.312 10.312

82.096 126.246 81.087 129.499 84.295 101.905 95.138 112.749 91.948 116.393 88.695 119.646 78.530 92.053 85.285 102.896

86.088 86.088 86.088 86.088 86.088 86.088 86.088 86.088 86.088 86.088 86.088 86.088 86.088 86.088 86.088 86.088

16.246 21.905 15.472 22.678 11.193 15.047 12.521 17.626 16.964 21.187 16.190 21.961 11.911 14.329 11.803 16.908

10.708 10.708 10.708 10.708 10.708 10.708 10.708 10.708 10.708 10.708 10.708 10.708 10.708 10.708 10.708 10.708

73.287 116.684 70.238 119.734 78.913 94.703 89.079 104.869 82.415 107.556 79.365 110.606 69.785 85.576 79.951 95.742

68.344 68.344 68.344 68.344 68.344 68.344 68.344 68.344 68.344 68.344 68.344 68.344 68.344 68.344 68.344 68.344

15.263 22.121 14.642 22.742 10.855 15.459 12.436 17.526 16.253 21.131 15.633 21.751 11.038 14.469 11.446 16.536

11.068 11.068 11.068 11.068 11.068 11.068 11.068 11.068 11.068 11.068 11.068 11.068 11.068 11.068 11.068 11.068

89.578 142.352 91.639 145.308 104.018 120.118 113.873 129.973 96.064 128.557 93.107 131.514 90.223 106.324 100.078 116.179

124.492 124.492 124.492 124.492 124.492 124.492 124.492 124.492 124.492 124.492 124.492 124.492 124.492 124.492 124.492 124.492

16.136 22.363 15.279 23.220 12.164 15.879 14.037 18.737 17.006 21.493 16.149 22.350 12.523 15.009 13.167 17.867

9.860 9.860 9.860 9.860 9.860 9.860 9.860 9.860 9.860 9.860 9.860 9.860 9.860 9.860 9.860 9.860

129.772 178.227 132.705 181.159 143.311 157.847 153.085 167.621 130.760 163.982 127.828 166.915 129.066 143.602 138.840 153.376

86.808 86.808 86.808 86.808 86.808 86.808 86.808 86.808 86.808 86.808 86.808 86.808 86.808 86.808 86.808 86.808

14.187 20.580 13.698 21.069 10.816 14.994 12.327 16.626 15.042 19.726 14.552 20.215 10.756 14.140 11.473 15.771

11.056 11.056 11.056 11.056 11.056 11.056 11.056 11.056 11.056 11.056 11.056 11.056 11.056 11.056 11.056 11.056

106.535 148.363 108.635 150.463 118.724 131.273 125.725 138.273 94.835 131.730 94.824 133.831 102.092 114.640 109.092 121.641

165.808 165.808 165.808 165.808 165.808 165.808 165.808 165.808 165.808 165.808 165.808 165.808 165.808 165.808 165.808 165.808

14.410 20.699 13.577 21.532 10.643 14.824 13.401 17.603 15.298 19.811 14.464 20.645 11.368 13.937 12.514 16.715

10.724 10.724 10.724 10.724 10.724 10.724 10.724 10.724 10.724 10.724 10.724 10.724 10.724 10.724 10.724 10.724

176.020 224.283 178.965 227.228 189.475 203.954 199.294 213.773 169.779 207.340 167.755 210.286 172.533 187.011 182.351 196.830

93.308 93.308 93.308 93.308 93.308 93.308 93.308 93.308 93.308 93.308 93.308 93.308 93.308 93.308 93.308 93.308

14.623 21.678 14.142 22.160 11.997 16.206 13.603 17.812 15.606 20.695 15.124 21.177 11.258 15.223 12.620 16.829

10.140 10.140 10.140 10.140 10.140 10.140 10.140 10.140 10.140 10.140 10.140 10.140 10.140 10.140 10.140 10.140

117.007 165.202 119.487 167.682 130.981 145.440 139.249 153.708 104.353 145.435 104.193 147.916 111.215 125.673 119.483 133.942

283.640 283.640 283.640 283.640 283.640 283.640 283.640 283.640 283.640 283.640 283.640 283.640 283.640 283.640 283.640 283.640

14.593 20.072 13.773 20.892 10.520 14.087 12.508 16.819 15.318 19.347 14.498 20.167 11.245 13.362 11.783 16.094

11.128 11.128 11.128 11.128 11.128 11.128 11.128 11.128 11.128 11.128 11.128 11.128 11.128 11.128 11.128 11.128

183.255 225.096 185.881 227.723 194.835 207.387 203.590 216.143 171.386 207.826 171.365 210.453 177.565 190.118 186.321 198.873

90.152 90.152 90.152 90.152 90.152 90.152 90.152 90.152 90.152 90.152 90.152 90.152 90.152 90.152 90.152 90.152

14.847 21.850 14.399 22.298 11.145 15.844 12.638 17.338 15.799 20.898 15.351 21.346 10.839 14.893 11.687 16.386

10.760 10.760 10.760 10.760 10.760 10.760 10.760 10.760 10.760 10.760 10.760 10.760 10.760 10.760 10.760 10.760

103.354 151.633 105.734 154.013 117.476 131.959 125.408 139.892 97.163 134.868 94.783 137.248 100.711 115.194 108.643 123.126

165.860 165.860 165.860 165.860 165.860 165.860 165.860 165.860 165.860 165.860 165.860 165.860 165.860 165.860 165.860 165.860

17.174 23.534 16.432 24.277 12.022 16.251 13.227 18.727 18.067 22.642 17.324 23.385 12.517 15.359 12.335 17.835

10.088 10.088 10.088 10.088 10.088 10.088 10.088 10.088 10.088 10.088 10.088 10.088 10.088 10.088 10.088 10.088

174.143 228.189 177.420 231.466 189.235 205.449 200.160 216.374 174.465 211.381 171.188 214.658 172.427 188.641 183.352 199.566

91.836 91.836 91.836 91.836 91.836 91.836 91.836 91.836 91.836 91.836 91.836 91.836 91.836 91.836 91.836 91.836

16.672 23.052 16.229 23.496 11.072 16.129 12.118 17.608 17.497 22.228 17.053 22.672 11.609 15.305 11.294 16.784

10.564 10.564 10.564 10.564 10.564 10.564 10.564 10.564 10.564 10.564 10.564 10.564 10.564 10.564 10.564 10.564

101.248 154.279 103.975 157.006 116.627 132.536 125.718 141.627 99.765 137.410 97.038 140.137 99.758 115.667 108.849 124.758

165.664 165.664 165.664 165.664 165.664 165.664 165.664 165.664 165.664 165.664 165.664 165.664 165.664 165.664 165.664 165.664

15.573 22.322 14.729 23.166 10.183 14.962 12.311 17.776 16.638 21.257 15.794 22.101 11.248 13.897 11.246 16.711

11.004 11.004 11.004 11.004 11.004 11.004 11.004 11.004 11.004 11.004 11.004 11.004 11.004 11.004 11.004 11.004

181.708 228.314 181.615 231.848 186.134 203.698 197.914 215.479 181.447 213.478 177.913 217.012 175.076 188.863 183.078 200.643

80.680 80.680 80.680 80.680 80.680 80.680 80.680 80.680 80.680 80.680 80.680 80.680 80.680 80.680 80.680 80.680

10.998 11.517 14.077 17.026 16.179 15.294 21.536 22.421 11.637 10.697 13.224 16.173 17.032 16.147 20.683 21.568

11.144 11.144 11.144 11.144 11.144 11.144 11.144 11.144 11.144 11.144 11.144 11.144 11.144 11.144 11.144 11.144

84.987 90.005 100.233 105.252 81.312 81.198 119.778 121.283 76.279 79.942 90.170 95.189 83.172 81.666 109.715 111.220

89.624 89.624 89.624 89.624 89.624 89.624 89.624 89.624 89.624 89.624 89.624 89.624 89.624 89.624 89.624 89.624

100.231 103.388 119.422 122.579 96.519 96.324 142.918 143.865 90.061 91.465 107.500 110.657 106.873 105.926 130.995 131.942

77.352 77.352 77.352 77.352 77.352 77.352 77.352 77.352 77.352 77.352 77.352 77.352 77.352 77.352 77.352 77.352

20.777 16.270 20.917 27.172 31.306 29.430 35.824 37.701 21.507 16.530 20.187 26.442 32.036 30.160 35.095 36.971

12.360 12.360 12.360 12.360 12.360 12.360 12.360 12.360 12.360 12.360 12.360 12.360 12.360 12.360 12.360 12.360

S

0.11

ΦVn > Vumax

124.9 OK

Vu = Vm + Vg

(kN)

ΦVc

77.51

ΦVnΦVs

178.92

Vu max

256.43

23.8 0.11 178.92 77.51 256.43 OK

129.5 0.11 282.27 OK178.92 103.35

OK22.7 0.11 178.92 77.51 256.43

178.92

77.51

OK119.7 0.11 103.35 282.27

OK22.7 0.11 178.92 256.43

178.92 103.35 282.27 OK145.3 0.11

OK23.2 77.51 256.430.11 178.92

178.92 103.35 282.27 OK181.2 0.11

21.1 0.11 178.92 77.51 256.43 OK

282.27 OK165.8 0.11 178.92 103.35

256.43 OK77.5121.5 0.11 178.92

282.27 OK165.9 0.11 178.92 103.35

256.43 OK178.920.11

178.92 103.35

22.3 77.51

282.27 OK227.7 0.11

OK77.51 256.4320.9 0.11 178.92

479.09 OK283.6 0.11 375.73 103.35

256.43 OK22.2 77.510.11 178.92

103.35227.2 0.11

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)RESISTENCIA A CORTANTE PARA VIGAS

CHEQUEO PARA LA CONDICIÓN DESCRITA EN C.21.3.3 (a)

282.27 OK178.92

23.2 0.11

178.92 77.51

178.92 77.51

24.3 0.11 178.92 77.51 256.43 OK

231.5 0.11 178.92 103.35 282.27 OK

256.43 OK

165.7 0.11 178.92 103.35 282.27 OK

23.5 0.11

231.8 0.11 178.92 103.35

22.4 0.11

256.43 OK

282.27 OK

282.27 OK

256.43 OK

178.92 103.35

178.92 77.51

143.9 0.11 178.92 103.35

121.3 0.11

37.7 0.11 178.92 103.35

282.27 OK

282.27 OK

Page 163: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CHEQUEO DE CORTANTE DE ACUERDO A C.21.3.3 (a)

f'c = 21.1 MPa Mn = Momentos nominales de la viga en cada extremo restringido de la luz libre. COMDIS3 = 1.2C.M.+1.0C.V.+1.0Ex+0.3Ey COMDIS9 = 1.2C.M.+1.0C.V.+0.3Ex+1.0(-Ey) COMDIS15 = 0.9C.M.+0.3Ex+1.0Ey

fy = 420 MPa Vg = Cortante calculado para cargas gravitacionales mayoradas. COMDIS4 = 1.2C.M.+1.0C.V.+1.0(-Ex)+0.3Ey COMDIS10 = 1.2C.M.+1.0C.V.+0.3(-Ex)+1.0(-Ey) COMDIS16 = 0.9C.M.+0.3(-Ex)+1.0Ey

Φ Cortante = 0.75 Vm = Cortante debido a flexion en curvatura inversa. COMDIS5 = 1.2C.M.+1.0C.V.+1.0Ex+0.3(-Ey) COMDIS11 = 0.9C.M.+1.0Ex+0.3Ey COMDIS17 = 0.9C.M.+0.3Ex+1.0(-Ey)

Estribos Φ = 9.5 mm Vu = Vm + Vg COMDIS6 = 1.2C.M.+1.0C.V.+1.0(-Ex)+0.3(-Ey) COMDIS12 = 0.9C.M.+1.0(-Ex)+0.3Ey COMDIS18 = 0.9C.M.+0.3(-Ex)+1.0(-Ey)

Av = 71 mm2 COMDIS7 = 1.2C.M.+1.0C.V.+0.3Ex+1.0Ey COMDIS13 = 0.9C.M.+1.0Ex+0.3(-Ey)

R= 3.38 COMDIS8 = 1.2C.M.+1.0C.V.+0.3(-Ex)+1.0Ey COMDIS14 = 0.9C.M.+1.0(-Ex)+0.3(-Ey)

VIGA

ELEMENTO b d C.M. C.V. SISMO X SISMO Y -SISMO X -SISMO Y

No. (m) (m) (m) (m) (KN.m) (KN.m) (KN.m) (KN.m) (KN.m) (KN.m) COMBDIS3 COMBDIS4 COMBDIS5 COMBDIS6 COMBDIS7 COMBDIS8 COMBDIS9 COMBDIS10 COMBDIS11 COMBDIS12 COMBDIS13 COMBDIS14 COMBDIS15 COMBDIS16 COMBDIS17 COMBDIS18

NIVELLONG.LOC.

SECCION

PROPIEDADES DEL ELEMENTO M3

Combinaciones para resistencias nominales a momento

Mn (kN.m)

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)RESISTENCIA A CORTANTE PARA VIGAS

CHEQUEO PARA LA CONDICIÓN DESCRITA EN C.21.3.3 (a)

B18 0.000 -30.205 -18.743 24.104 347.996 -24.104 -347.996 16.970 31.233 78.745 93.008 50.108 45.829 155.807 160.086 10.834 3.429 50.940 65.203 77.912 73.633 128.002 132.281

B18 4.820 -83.791 -58.743 20.522 276.768 -20.522 -276.768 128.655 140.799 177.786 189.929 75.587 79.230 239.355 242.998 44.775 56.918 93.906 106.049 8.294 4.651 155.474 159.117

B19 0.000 -46.633 -28.708 2.878 542.913 -2.878 -542.913 35.629 37.332 132.004 133.707 76.213 75.702 245.037 245.548 7.069 5.366 89.306 91.009 118.911 118.400 202.339 202.850

B19 4.820 -83.320 -58.900 1.777 273.658 -1.777 -273.658 134.069 135.121 182.647 183.699 77.762 78.078 239.690 240.006 50.173 51.225 98.751 99.803 6.134 5.818 155.794 156.110

B20 0.000 -6.308 -3.423 20.534 203.331 -20.534 -203.331 13.130 0.979 22.965 35.115 50.987 47.342 69.327 72.972 18.445 6.295 17.649 29.799 56.302 52.657 64.012 67.657

B20 4.820 -10.618 2.882 16.403 158.421 -16.403 -158.421 9.054 0.652 19.068 28.774 38.466 35.555 55.274 58.186 9.358 0.348 18.764 28.470 38.770 35.858 54.970 57.882

B20 0.000 -38.741 -24.126 19.746 435.843 -19.746 -435.843 26.089 37.773 103.457 115.142 60.085 56.580 197.810 201.315 9.659 2.025 67.709 79.393 95.833 92.328 162.062 165.567

B20 4.820 -84.991 -65.496 16.665 346.999 -16.665 -346.999 131.756 141.617 193.353 203.214 63.344 66.302 268.668 271.627 40.763 50.624 102.360 112.221 27.650 24.691 177.675 180.633

B21 0.000 -45.265 -26.226 18.218 570.045 -18.218 -570.045 24.558 35.338 125.750 136.530 89.725 86.491 247.579 250.813 15.247 4.467 85.944 96.724 129.531 126.297 207.774 211.008

B21 4.820 -83.497 -59.359 11.220 316.090 -11.220 -316.090 128.181 134.820 184.291 190.930 65.042 67.034 252.077 254.069 43.772 50.412 99.883 106.522 19.366 17.375 167.669 169.661

B22 0.000 -7.674 -1.724 8.279 145.650 -8.279 -145.650 4.444 0.455 21.411 26.310 32.894 31.424 53.290 54.759 8.470 3.572 17.385 22.284 36.920 35.450 49.263 50.733

B22 4.820 -6.446 1.009 7.191 121.991 -7.191 -121.991 6.229 1.974 15.426 19.681 30.004 28.728 42.180 43.456 7.154 2.899 14.501 18.757 30.929 29.652 41.255 42.532

B22 0.000 -32.813 -13.267 19.260 424.220 -19.260 -424.220 9.292 20.688 84.597 95.993 74.576 71.157 176.442 179.861 13.819 2.423 61.486 72.883 97.687 94.268 153.331 156.750

B22 4.820 -62.463 -29.634 16.355 352.257 -16.355 -352.257 68.485 78.163 131.016 140.694 1.080 1.823 207.356 210.259 20.113 29.790 82.643 92.321 49.453 46.550 158.983 161.886

B30 0.000 -103.395 -60.653 16.471 176.721 -16.471 -176.721 164.169 173.915 195.539 205.285 130.981 133.905 235.549 238.473 72.497 82.243 103.868 113.614 39.309 42.233 143.878 146.802

B30 9.750 -109.141 -57.098 10.884 128.336 -10.884 -128.336 173.456 179.897 196.238 202.678 149.132 151.064 225.070 227.002 83.616 90.056 106.398 112.838 59.292 61.224 135.230 137.162

B34 0.000 -8.086 0.236 9.408 61.949 -9.408 -61.949 1.185 6.752 12.182 17.749 9.696 8.026 26.960 28.630 1.004 4.562 9.992 15.559 11.886 10.216 24.770 26.441

B34 4.930 -6.397 -0.117 9.410 66.130 -9.410 -66.130 0.860 4.708 10.879 16.447 12.607 10.936 26.523 28.194 2.896 2.672 8.843 14.411 14.643 12.973 24.487 26.158

B34 0.000 -49.219 -18.934 16.470 160.354 -16.470 -160.354 58.891 68.637 87.357 97.102 29.093 32.017 123.977 126.901 25.192 34.937 53.657 63.402 4.607 1.683 90.277 93.201

B34 4.930 -45.748 -17.884 16.773 164.384 -16.773 -164.384 53.229 63.154 82.409 92.334 22.659 25.636 119.927 122.905 21.620 31.545 50.801 60.726 8.950 5.972 88.319 91.296

B35 0.000 -29.874 -15.638 7.081 133.650 -7.081 -133.650 37.529 41.719 61.254 65.444 11.317 12.574 90.400 91.657 12.929 17.119 36.654 40.844 13.283 12.026 65.800 67.057

B35 4.930 -25.616 -15.695 9.222 202.443 -9.222 -202.443 25.737 31.194 61.674 67.131 14.279 12.642 105.510 107.147 2.358 7.814 38.294 43.751 37.658 36.021 82.130 83.767

B36 0.000 -13.071 -0.207 19.304 113.271 -19.304 -113.271 0.127 11.550 20.235 31.657 19.333 15.907 47.691 51.118 4.001 7.422 16.106 27.529 23.462 20.035 43.563 46.989

B36 4.930 -7.349 -0.201 20.011 124.915 -20.011 -124.915 7.988 3.853 14.187 26.027 29.713 26.161 44.201 47.753 10.393 1.447 11.781 23.622 32.119 28.567 41.795 45.347

B36 0.000 -108.219 -79.659 18.511 238.231 -18.511 -238.231 182.900 193.854 225.190 236.143 137.396 140.682 278.361 281.647 70.776 81.729 113.065 124.018 25.272 28.558 166.237 169.523

B36 4.930 -103.752 -78.667 18.514 262.875 -18.514 -262.875 174.360 185.315 221.024 231.979 123.752 127.039 279.300 282.586 64.567 75.522 111.231 122.186 13.960 17.246 169.507 172.794

B37 0.000 -85.220 -59.538 1.898 148.443 -1.898 -148.443 148.065 149.188 174.416 175.539 117.715 118.052 205.552 205.889 62.961 64.084 89.312 90.435 32.611 32.948 120.448 120.785

B37 4.930 -54.667 -38.600 4.686 273.070 -4.686 -273.070 78.577 81.350 127.051 129.824 22.995 23.826 184.574 185.406 23.577 26.350 72.051 74.824 32.006 31.174 129.574 130.406

B38 0.000 -10.391 0.688 13.498 137.932 -13.498 -137.932 4.455 3.532 20.030 28.017 30.225 27.829 51.391 53.788 6.884 1.103 17.601 25.588 32.654 30.258 48.962 51.358

B38 4.930 -8.852 -1.448 13.939 153.668 -13.939 -153.668 5.693 2.555 21.586 29.834 34.631 32.156 56.297 58.771 9.796 1.548 17.482 25.730 38.734 36.260 52.194 54.668

B38 0.000 -84.730 -74.880 14.420 295.962 -14.420 -295.962 146.021 154.553 198.559 207.091 87.713 90.273 262.839 265.399 45.722 54.254 98.260 106.792 12.586 10.026 162.540 165.100

B38 4.930 -57.291 -64.450 14.733 327.139 -14.733 -327.139 99.804 108.522 157.876 166.594 35.105 37.720 228.678 231.294 18.167 26.885 76.239 84.957 46.532 43.917 147.041 149.656

B39 0.000 -85.182 -59.654 8.838 220.057 -8.838 -220.057 139.726 144.956 178.789 184.019 95.982 97.551 226.194 227.762 54.517 59.747 93.581 98.810 10.774 12.343 140.985 142.554

B39 4.930 -56.434 -39.936 16.581 365.576 -16.581 -365.576 70.304 80.115 135.199 145.010 1.973 0.970 214.344 217.287 13.437 23.249 78.333 88.144 58.840 55.896 157.477 160.421

B40 0.000 -7.537 0.510 6.416 108.870 -6.416 -108.870 3.027 0.770 16.299 20.096 24.245 23.106 40.175 41.314 4.778 0.981 14.548 18.345 25.996 24.857 38.424 39.563

B40 4.930 -6.647 -0.267 6.473 115.749 -6.473 -115.749 3.945 0.115 16.602 20.432 26.576 25.427 41.914 43.063 6.206 2.376 14.341 18.171 28.837 27.688 39.653 40.802

B40 0.000 -62.571 -29.991 14.086 302.615 -14.086 -302.615 74.049 82.384 127.768 136.103 14.295 16.795 193.357 195.858 25.287 33.622 79.006 87.341 34.467 31.967 144.595 147.095

B40 4.930 -48.066 -20.039 14.914 322.769 -14.914 -322.769 44.658 53.482 101.954 110.779 19.099 16.452 171.888 174.536 10.199 19.024 67.495 76.320 53.558 50.911 137.429 140.077

B43 0.000 -28.506 -14.098 349.367 3.641 -349.367 -3.641 55.381 151.345 54.735 151.991 16.219 78.237 18.374 80.391 78.031 128.695 77.384 129.342 6.431 55.587 4.276 57.742

B43 4.825 -17.764 -9.421 272.453 0.516 -272.453 -0.516 49.915 111.299 49.824 111.391 6.403 54.767 6.708 55.073 64.666 96.549 64.574 96.641 8.347 40.017 8.042 40.322

B44 0.000 -27.112 -0.841 159.684 6.074 -159.684 -6.074 14.407 80.080 13.329 81.158 17.405 45.751 20.999 49.346 23.382 71.105 22.304 72.184 8.431 36.777 12.025 40.371

B44 9.750 -42.150 0.453 135.557 4.808 -135.557 -4.808 9.595 89.806 10.448 90.659 36.673 60.736 39.518 63.581 2.597 77.614 1.744 78.467 24.481 48.544 27.326 51.389

B46 0.000 -18.061 -11.116 338.243 4.041 -338.243 -4.041 67.641 132.502 66.924 133.220 1.572 61.615 3.963 64.006 84.176 115.968 83.458 116.685 14.962 45.081 12.571 47.472

B46 4.925 -42.062 -21.337 191.966 0.781 -191.966 -0.781 14.947 128.537 15.086 128.675 54.542 88.619 55.004 89.081 19.008 94.581 18.870 94.720 20.586 54.663 21.048 55.125

B47 0.000 -41.350 -0.995 117.790 4.315 -117.790 -4.315 15.383 85.081 16.149 85.847 38.884 59.793 41.437 62.346 1.983 71.681 2.749 72.447 25.484 46.393 28.037 48.946

B47 9.850 -37.114 1.116 123.184 4.685 -123.184 -4.685 6.560 79.450 7.392 80.282 31.101 52.968 33.873 55.740 3.458 69.432 2.627 70.263 21.083 42.950 23.855 45.722

B48 0.000 -40.536 -20.443 147.561 0.626 -147.561 -0.626 25.374 112.688 25.485 112.799 55.804 81.998 56.174 82.369 7.230 80.084 7.119 80.195 23.200 49.394 23.570 49.765

B48 4.925 -33.296 -21.005 242.485 2.888 -242.485 -2.888 11.037 132.445 10.525 132.958 38.583 81.628 40.292 83.337 42.031 101.451 41.518 101.964 7.590 50.634 9.299 52.343

B49 0.000 -47.552 -33.085 249.466 3.061 -249.466 -3.061 16.069 163.682 16.613 164.226 67.100 111.384 68.911 113.195 31.281 116.332 30.738 116.875 19.749 64.033 21.560 65.844

B49 4.925 -88.932 -61.668 162.931 0.322 -162.931 -0.322 120.153 216.562 120.211 216.619 153.830 182.752 154.020 182.943 31.806 128.215 31.863 128.272 65.482 94.405 65.673 94.595

B50 0.000 -38.325 0.058 124.199 4.914 -124.199 -4.914 8.751 82.241 9.623 83.113 33.455 55.502 36.362 58.409 2.689 70.802 1.817 71.674 22.015 44.062 24.923 46.970

B50 9.850 -39.385 -0.319 113.733 4.843 -113.733 -4.843 13.502 80.800 14.362 81.660 36.054 56.243 38.919 59.108 1.368 68.665 2.228 69.525 23.919 44.108 26.785 46.974

B51 0.000 -87.399 -60.384 164.678 0.489 -164.678 -0.489 116.498 213.941 116.585 214.028 150.502 179.735 150.791 180.024 29.894 127.337 29.981 127.424 63.898 93.131 64.187 93.420

B51 4.925 -56.173 -40.158 252.604 2.728 -252.604 -2.728 32.589 182.058 33.073 182.543 84.338 129.179 85.952 130.793 24.421 125.048 23.937 125.533 27.328 72.169 28.942 73.783

B52 0.000 -55.787 -39.901 252.717 2.614 -252.717 -2.614 31.845 181.382 32.309 181.846 83.642 128.503 85.188 130.049 24.792 124.745 24.328 125.209 27.004 71.865 28.551 73.412

B52 4.925 -83.164 -57.199 164.910 0.428 -164.910 -0.428 108.168 205.748 108.244 205.824 142.232 171.506 142.485 171.759 26.020 123.600 26.096 123.676 60.084 89.358 60.337 89.611

B53 0.000 -38.552 -0.013 112.964 4.884 -112.964 -4.884 12.421 79.263 13.288 80.130 34.804 54.857 37.694 57.747 0.842 67.685 1.709 68.552 23.225 43.278 26.115 46.168

B53 9.850 -38.900 0.071 122.525 4.774 -122.525 -4.774 9.935 82.435 10.783 83.283 34.322 56.072 37.146 58.896 1.664 70.836 0.816 71.684 22.723 44.473 25.547 47.297

B54 0.000 -83.126 -57.544 162.529 0.311 -162.529 -0.311 109.182 205.353 109.237 205.408 142.778 171.629 142.962 171.813 26.700 122.871 26.756 122.927 60.296 89.147 60.480 89.331

B54 4.925 -56.384 -39.361 248.081 2.869 -248.081 -2.869 33.370 180.164 33.880 180.673 84.154 128.192 85.852 129.890 22.906 123.888 22.397 124.397 27.878 71.916 29.575 73.613

B55 0.000 -56.357 -39.471 247.913 2.850 -247.913 -2.850 33.499 180.193 34.005 180.699 84.252 128.260 85.938 129.947 22.879 123.815 22.373 124.321 27.874 71.882 29.560 73.569

B55 4.925 -85.672 -59.615 162.155 0.376 -162.155 -0.376 114.413 210.363 114.480 210.430 147.918 176.703 148.140 176.925 29.097 125.046 29.163 125.113 62.601 91.386 62.824 91.608

B56 0.000 -38.409 0.175 122.586 4.354 -122.586 -4.354 9.261 81.797 10.034 82.570 33.747 55.508 36.324 58.084 2.086 70.450 1.313 71.223 22.400 44.160 24.976 46.737

B56 9.850 -39.750 0.051 114.601 4.081 -114.601 -4.081 13.381 81.192 14.106 81.917 36.270 56.613 38.685 59.028 1.507 69.318 2.232 70.043 24.396 44.739 26.811 47.154

B57 0.000 -85.742 -59.268 165.584 0.579 -165.584 -0.579 113.118 211.096 113.220 211.199 147.290 176.684 147.633 177.027 28.127 126.106 28.230 126.209 62.300 91.693 62.642 92.036

B57 4.925 -56.402 -40.633 254.711 2.846 -254.711 -2.846 32.705 183.421 33.210 183.926 84.866 130.081 86.550 131.765 24.849 125.867 24.344 126.373 27.312 72.527 28.996 74.211

B58 0.000 -56.727 -40.276 248.457 2.772 -248.457 -2.772 34.594 181.610 35.086 182.102 85.476 129.581 87.116 131.221 22.700 124.316 22.208 124.808 28.182 72.287 29.822 73.927

B58 4.925 -85.907 -59.583 152.128 0.568 -152.128 -0.568 117.613 207.629 117.714 207.730 149.001 176.006 149.337 176.342 32.258 122.274 32.358 122.375 63.646 90.651 63.982 90.987

B59 0.000 -41.499 1.005 130.868 5.064 -130.868 -5.064 9.626 87.063 10.525 87.962 35.680 58.911 38.677 61.908 1.819 75.618 0.920 76.517 24.235 47.466 27.232 50.463

B59 9.750 -28.561 -2.114 155.862 6.059 -155.862 -6.059 10.264 81.962 9.188 83.038 20.761 48.429 24.346 52.014 20.946 71.280 19.870 72.356 10.078 37.746 13.664 41.331

B60 0.000 -86.282 -60.167 185.794 0.326 -185.794 -0.326 108.708 218.645 108.766 218.703 147.118 180.100 147.311 180.292 22.656 132.594 22.714 132.651 61.067 94.048 61.260 94.241

B60 4.825 -38.349 -24.724 322.072 3.509 -322.072 -3.509 24.856 165.719 24.233 166.342 41.118 98.291 43.195 100.367 61.085 129.490 60.462 130.113 4.890 62.062 6.966 64.139

B61 0.000 -6.523 -0.017 9.576 64.873 -9.576 -64.873 0.746 4.920 10.769 16.436 12.199 10.499 26.188 27.888 2.720 2.946 8.796 14.462 14.172 12.473 24.214 25.914

B61 4.930 -7.997 0.093 9.534 60.507 -9.534 -60.507 1.312 6.954 12.053 17.695 9.244 7.552 26.559 28.251 0.994 4.648 9.747 15.388 11.550 9.858 24.253 25.945

B61 0.000 -45.738 -17.889 17.032 163.731 -17.032 -163.731 53.203 63.281 82.268 92.346 22.822 25.845 119.704 122.727 21.593 31.671 50.657 60.736 8.789 5.765 88.094 91.117

B61 4.930 -49.409 -19.092 16.676 159.695 -16.676 -159.695 59.275 69.142 87.623 97.491 29.656 32.616 124.150 127.110 25.360 35.228 53.708 63.576 4.259 1.299 90.235 93.195

B62 0.000 -27.789 -16.476 9.163 195.792 -9.163 -195.792 29.734 35.156 64.490 69.912 8.917 7.291 106.936 108.563 4.921 10.343 39.677 45.099 33.730 32.103 82.123 83.750

B62 4.930 -25.083 -11.900 7.100 123.073 -7.100 -123.073 28.975 33.177 50.823 55.024 4.957 6.218 77.782 79.042 9.550 13.752 31.398 35.599 14.468 13.207 58.357 59.617

B63 0.000 -7.524 -0.386 19.284 122.956 -19.284 -122.956 7.204 4.207 14.623 26.033 28.674 25.251 44.081 47.504 9.847 1.564 11.980 23.390 31.318 27.894 41.438 44.861

B63 4.930 -12.677 -0.038 18.618 111.627 -18.618 -111.627 0.166 10.851 19.650 30.666 19.428 16.123 46.624 49.929 4.007 7.010 15.809 26.825 23.269 19.964 42.783 46.088

B63 0.000 -104.424 -79.414 18.001 261.442 -18.001 -261.442 176.192 186.844 222.602 233.253 125.775 128.971 280.475 283.670 65.451 76.102 111.861 122.512 15.034 18.230 169.734 172.929

B63 4.930 -108.857 -79.899 17.978 236.736 -17.978 -236.736 184.196 194.834 226.221 236.858 138.891 142.083 278.972 282.163 71.640 82.278 113.664 124.302 26.335 29.527 166.416 169.607

B64 0.000 -50.393 -34.678 4.742 283.200 -4.742 -283.200 68.611 71.416 118.883 121.689 10.942 11.784 178.516 179.357 18.815 21.621 69.087 71.893 38.854 38.012 128.720 129.562

B64 4.930 -97.654 -70.350 1.949 167.723 -1.949 -167.723 172.072 173.225 201.845 202.998 137.740 138.086 236.984 237.330 72.425 73.579 102.199 103.352 38.093 38.439 137.338 137.684

B65 0.000 -7.932 0.902 13.913 153.487 -13.913 -153.487 9.123 0.890 18.123 26.356 38.029 35.559 52.792 55.262 10.601 2.368 16.646 24.878 39.506 37.037 51.314 53.784

B65 4.930 -10.914 1.116 13.454 137.541 -13.454 -137.541 4.207 3.753 20.208 28.169 29.906 27.518 51.479 53.868 6.366 1.595 18.050 26.011 32.064 29.676 49.321 51.709

B65 0.000 -54.743 -45.421 14.709 327.658 -14.709 -327.658 77.679 86.382 135.843 144.546 12.867 15.478 206.747 209.358 15.835 24.538 73.999 82.703 48.977 46.366 144.903 147.514

B65 4.930 -87.229 -60.243 14.400 297.053 -14.400 -297.053 134.292 142.813 187.023 195.544 75.754 78.310 251.525 254.081 47.880 56.401 100.611 109.132 10.658 8.101 165.113 167.670

N+4.45

N+4.45

N+8.90

N+4.45

4.820

4.820

4.820

4.820 VIGA50X50

VIGA50X50

VIGA40X50

VIGA50X50 0.50 0.45

0.50 0.45

0.50 0.45

0.40 0.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

4.820

4.820

4.820

9.750

4.930

4.930

4.930

4.930

4.930

4.930

4.930

4.930

4.930

4.930

4.930

4.825

9.750

4.925

9.850

4.925

4.925

9.850

4.925

4.925

9.850

4.925

4.925

9.850

4.925

4.925

9.750

4.825

4.930

4.930

4.930

4.930

4.930

4.930

4.930

4.930

VIGA50X50

VIGA30X50

VIGA40X50

VIGA40X50

VIGA30X50

VIGA40X50

VIGA40X50

VIGA40X50

VIGA50X50

VIGA50X50

VIGA40X50

VIGA50X50

VIGA50X50

VIGA30X50

VIGA40X50

VIGA50X50

VIGA40X50

VIGA50X50

VIGA40X50

VIGA50X50

VIGA50X50

VIGA40X50

VIGA50X50

VIGA50X50

VIGA40X50

VIGA50X50

VIGA50X50

VIGA40X50

VIGA50X50

VIGA50X50

VIGA40X50

VIGA50X50

VIGA30X50

VIGA40X50

VIGA40X50

VIGA40X50

VIGA50X50

VIGA50X50

VIGA40X50

VIGA50X50

0.50 0.45

0.30 0.45

0.40 0.45

0.40 0.45

0.30 0.45

0.40 0.45

0.40 0.45

0.40 0.45

0.50 0.45

0.50 0.45

0.40 0.45

0.50 0.45

0.50 0.45

0.30 0.45

0.40 0.45

0.50 0.45

0.40 0.45

0.50 0.45

0.40 0.45

0.50 0.45

0.50 0.45

0.40 0.45

0.50 0.45

0.50 0.45

0.40 0.45

0.50 0.45

0.50 0.45

0.40 0.45

0.50 0.45

0.50 0.45

0.40 0.45

0.50 0.45

0.30 0.45

0.40 0.45

0.40 0.45

0.40 0.45

0.50 0.45

0.50 0.45

0.40 0.45

0.50 0.45

Page 164: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CHEQUEO DE CORTANTE DE ACUERDO A C.21.3.3 (a)

f'c = 21.1 MPa Mn = Momentos nominales de la viga en cada extremo restringido de la luz libre.

fy = 420 MPa Vg = Cortante calculado para cargas gravitacionales mayoradas.

Φ Cortante = 0.75 Vm = Cortante debido a flexion en curvatura inversa.

Estribos Φ = 9.5 mm Vu = Vm + Vg

Av = 71 mm2

R= 3.38

COMBDIS3 COMBDIS4 COMBDIS5 COMBDIS6 COMBDIS7 COMBDIS8 COMBDIS9 COMBDIS10 COMBDIS11 COMBDIS12 COMBDIS13 COMBDIS14 COMBDIS15 COMBDIS16 COMBDIS17 COMBDIS18

(kN) (kN)

Vm = Mnl + Mnr / lnVg

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)RESISTENCIA A CORTANTE PARA VIGAS

CHEQUEO PARA LA CONDICIÓN DESCRITA EN C.21.3.3 (a)

93.14

204.90

115.25

270.60

14.90

12.86

109.15

276.68

113.89

271.96

11.63

9.19

82.14

166.30

163.15

115.73

10.95

10.35

104.76

87.50

43.34

63.92

15.59

12.80

373.14

217.29

276.77

125.96

13.88

14.51

296.44

200.30

275.95

126.80

10.60

10.68

166.43

91.74

77.88

69.45

26.44

29.72

66.25

96.38

29.22

27.52

88.79

73.85

120.55

281.45

28.17

28.56

276.27

125.74

125.73

258.14

28.34

28.40

258.27

125.60

126.24

275.77

28.18

28.55

275.29

126.72

126.55

275.44

29.16

27.00

275.61

110.98

10.33

10.97

87.41

104.86

65.83

37.90

13.06

15.34

221.00

373.68

113.26

252.97

13.54

14.86

123.63

242.61

30.213 35.691 53.222 58.701 26.078 25.946 81.984 83.627 11.537 12.520 30.051 35.529 17.885 16.242 58.813 60.456

35.207 35.778 65.280 65.852 31.945 31.905 100.566 100.737 11.876 11.741 39.016 39.587 25.943 25.771 74.302 74.473

4.603 0.338 8.720 13.255 18.559 17.198 25.851 27.211 5.768 1.378 7.555 12.089 19.725 18.364 24.685 26.045

32.748 37.218 61.579 66.049 25.608 25.494 96.780 98.121 70.485 71.82610.461 10.923 35.284 39.754 25.619 24.278

31.689 35.302 64.324 67.938 32.109 31.852 103.663 104.747 12.245 11.386 38.553 42.167 30.892 29.807 77.893 78.977

2.214 0.504 7.643 9.542 13.049 12.480 19.807 20.377 3.242 1.342 6.615 8.515 14.077 13.507 18.780 19.350

16.136 20.509 44.733 49.105 15.696 15.141 79.626 80.938 7.040 6.683 29.902 34.275 30.527 29.215 64.795 66.107

34.628 36.288 40.182 41.842 28.730 29.228 47.243 47.741 16.012 17.672 21.566 23.226 10.113 10.611 28.626 29.125

0.415 2.325 4.678 6.936 4.524 3.846 10.849 11.526 0.791 1.467 3.821 6.079 5.381 4.704 9.991 10.669

22.742 26.732 34.435 38.425 10.497 11.694 49.473 50.670 9.495 13.485 21.188 25.178 2.750 1.553 36.226 37.423

12.833 14.790 24.935 26.892 5.192 5.115 39.738 40.325 3.101 5.058 15.203 17.159 10.333 9.746 30.006 30.593

1.646 3.124 6.982 11.701 9.949 8.533 18.639 20.055 2.920 1.799 5.657 10.375 11.274 9.858 17.314 18.730

72.467 76.910 90.510 94.954 52.971 54.305 113.116 114.449 27.453 31.897 45.496 49.940 7.958 9.291 68.102 69.435

45.972 46.762 61.149 61.940 28.542 28.779 79.133 79.370 17.553 18.344 32.731 33.521 13.107 13.007 50.714 50.951

2.058 1.235 8.441 11.734 13.155 12.167 21.844 22.831 3.383 0.538 7.116 10.409 14.480 13.493 20.518 21.506

49.863 53.362 72.299 75.798 24.912 25.962 99.699 100.749 12.959 16.458 35.395 38.894 11.991 10.942 62.795 63.845

42.602 45.653 63.689 66.740 19.869 19.984 89.358 90.274 13.784 16.835 34.871 37.922 14.120 13.842 60.540 61.455

1.414 0.179 6.674 8.221 10.309 9.845 16.651 17.115 2.228 0.681 5.860 7.407 11.122 10.658 15.837 16.301

24.079 27.559 46.597 50.077 6.774 6.744 74.086 75.130 7.198 10.679 29.716 33.197 17.855 16.811 57.206 58.250

21.823 54.434 21.670 54.587 4.688 27.566 5.198 28.075 29.574 46.683 29.421 46.836 3.063 19.814 2.553 20.324

2.462 17.424 2.439 17.622 5.546 10.922 6.207 11.582 2.665 15.253 2.466 15.451 3.376 8.751 4.036 9.411

16.769 53.003 16.652 53.177 11.394 30.504 11.973 31.084 20.951 42.751 20.777 42.925 7.218 20.253 6.826 20.832

2.228 16.704 2.390 16.866 7.105 11.448 7.646 11.989 0.552 14.326 0.546 14.488 4.728 9.070 5.268 9.611

7.393 49.773 7.312 49.900 19.165 33.224 19.587 33.646 10.002 36.860 9.876 36.987 6.252 20.310 6.674 20.733

27.659 77.207 27.781 77.329 44.859 59.723 45.265 60.130 12.810 49.654 12.711 49.776 17.306 32.170 17.712 32.577

2.259 16.552 2.435 16.728 7.057 11.345 7.643 11.931 0.412 14.159 0.411 14.335 4.663 8.951 5.249 9.537

30.271 80.406 30.387 80.522 47.683 62.724 48.070 63.110 11.029 51.246 10.948 51.362 18.523 33.563 18.910 33.950

28.429 78.605 28.539 78.715 45.863 60.915 46.228 61.281 10.317 50.425 10.238 50.535 17.683 32.736 18.048 33.101

2.270 16.416 2.444 16.590 7.018 11.262 7.598 11.842 0.254 14.063 0.256 14.237 4.665 8.909 5.245 9.489

28.945 78.278 29.059 78.392 46.077 60.877 46.460 61.259 10.072 50.103 9.980 50.218 17.903 32.703 18.285 33.085

30.033 79.301 30.149 79.417 47.141 61.921 47.529 62.309 10.553 50.530 10.464 50.647 18.371 33.151 18.758 33.538

2.299 16.547 2.451 16.699 7.108 11.383 7.615 11.890 0.365 14.190 0.360 14.342 4.751 9.025 5.258 9.532

29.609 80.105 29.732 80.229 47.138 62.287 47.550 62.699 10.757 51.162 10.675 51.286 18.195 33.344 18.607 33.756

30.905 79.033 31.025 79.154 47.609 62.048 48.011 62.449 11.159 50.069 11.079 50.190 18.645 33.084 19.046 33.485

2.040 17.336 2.022 17.538 5.789 11.009 6.464 11.684 2.335 15.066 2.132 15.269 3.519 8.740 4.194 9.415

27.682 79.661 27.565 79.802 39.013 57.698 39.483 58.168 17.356 54.318 17.239 54.459 13.670 32.354 14.140 32.825

0.418 2.408 4.629 6.923 4.349 3.661 10.699 11.387 0.753 1.540 3.761 6.055 5.218 4.530 9.831 10.519

22.815 26.861 34.461 38.506 10.645 11.858 49.463 50.677 9.524 13.570 21.170 25.215 2.647 1.433 36.172 37.386

11.909 13.861 23.390 25.342 2.814 2.740 37.468 38.054 2.935 4.887 14.417 16.369 9.776 9.191 28.495 29.081

1.495 3.054 6.952 11.501 9.757 8.392 18.398 19.763 2.810 1.739 5.637 10.186 11.072 9.708 17.083 18.448

73.101 77.419 91.039 95.357 53.685 54.980 113.478 114.774 27.808 32.126 45.745 50.064 8.391 9.687 68.184 69.480

48.820 49.623 65.056 65.859 30.158 30.399 84.280 84.521 18.507 19.310 34.744 35.547 15.608 15.507 53.967 54.208

2.704 0.942 7.775 11.060 13.780 12.794 21.150 22.136 3.441 0.804 7.038 10.322 14.517 13.532 20.413 21.398

42.996 46.490 65.490 68.984 17.976 19.024 92.956 94.004 12.924 16.418 35.418 38.912 12.096 11.048 62.884 63.932

Page 165: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CHEQUEO DE CORTANTE DE ACUERDO A C.21.3.3 (a)

f'c = 21.1 MPa Mn = Momentos nominales de la viga en cada extremo restringido de la luz libre.

fy = 420 MPa Vg = Cortante calculado para cargas gravitacionales mayoradas.

Φ Cortante = 0.75 Vm = Cortante debido a flexion en curvatura inversa.

Estribos Φ = 9.5 mm Vu = Vm + Vg

Av = 71 mm2

R= 3.38

COMBDIS3 COMBDIS4 COMBDIS5 COMBDIS6 COMBDIS7 COMBDIS8 COMBDIS9 COMBDIS10 COMBDIS11 COMBDIS12 COMBDIS13 COMBDIS14 COMBDIS15 COMBDIS16 COMBDIS17 COMBDIS18

(kN) (m) (kN) (kN) (kN)

SΦVn > Vumax

Vu = Vm + Vg

(kN)

ΦVc ΦVnΦVsVu max

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)RESISTENCIA A CORTANTE PARA VIGAS

CHEQUEO PARA LA CONDICIÓN DESCRITA EN C.21.3.3 (a)

123.353 128.831 146.362 151.841 119.218 119.086 175.124 176.767 104.677 105.660 123.191 128.669 111.025 109.382 151.953 153.596

204.904 204.904 204.904 204.904 204.904 204.904 204.904 204.904 204.904 204.904 204.904 204.904 204.904 204.904 204.904 204.904

150.455 151.026 180.528 181.100 147.193 147.153 215.814 215.985 127.124 126.989 154.264 154.835 141.191 141.019 189.550 189.721

270.604 270.604 270.604 270.604 270.604 270.604 270.604 270.604 270.604 270.604 270.604 270.604 270.604 270.604 270.604 270.604

19.503 15.238 23.620 28.155 33.459 32.098 40.751 42.111 20.668 16.278 22.455 26.989 34.625 33.264 39.585 40.945

12.856 12.856 12.856 12.856 12.856 12.856 12.856 12.856 12.856 12.856 12.856 12.856 12.856 12.856 12.856 12.856

141.896 146.366 170.727 175.197 134.756 134.642 205.928 207.269 119.609 120.071 144.432 148.902 134.767 133.426 179.633 180.974

276.676 276.676 276.676 276.676 276.676 276.676 276.676 276.676 276.676 276.676 276.676 276.676 276.676 276.676 276.676 276.676

145.577 149.190 178.212 181.826 145.997 145.740 217.551 218.635 126.133 125.274 152.441 156.055 144.780 143.695 191.781 192.865

271.964 271.964 271.964 271.964 271.964 271.964 271.964 271.964 271.964 271.964 271.964 271.964 271.964 271.964 271.964 271.964

13.842 12.132 19.271 21.170 24.677 24.108 31.435 32.005 14.870 12.970 18.243 20.143 25.705 25.135 30.408 30.978

9.192 9.192 9.192 9.192 9.192 9.192 9.192 9.192 9.192 9.192 9.192 9.192 9.192 9.192 9.192 9.192

98.276 102.649 126.873 131.245 97.836 97.281 161.766 163.078 89.180 88.823 112.042 116.415 112.667 111.355 146.935 148.247

166.296 166.296 166.296 166.296 166.296 166.296 166.296 166.296 166.296 166.296 166.296 166.296 166.296 166.296 166.296 166.296

197.780 199.440 203.334 204.994 191.882 192.380 210.395 210.893 179.164 180.824 184.718 186.378 173.265 173.763 191.778 192.277

115.728 115.728 115.728 115.728 115.728 115.728 115.728 115.728 115.728 115.728 115.728 115.728 115.728 115.728 115.728 115.728

11.367 13.277 15.630 17.888 15.476 14.798 21.801 22.478 11.743 12.419 14.773 17.031 16.333 15.656 20.943 21.621

10.348 10.348 10.348 10.348 10.348 10.348 10.348 10.348 10.348 10.348 10.348 10.348 10.348 10.348 10.348 10.348

127.506 131.496 139.199 143.189 115.261 116.458 154.237 155.434 114.259 118.249 125.952 129.942 107.514 106.317 140.990 142.187

87.504 87.504 87.504 87.504 87.504 87.504 87.504 87.504 87.504 87.504 87.504 87.504 87.504 87.504 87.504 87.504

56.173 58.130 68.275 70.232 48.532 48.455 83.078 83.665 46.441 48.398 58.543 60.499 53.673 53.086 73.346 73.933

63.924 63.924 63.924 63.924 63.924 63.924 63.924 63.924 63.924 63.924 63.924 63.924 63.924 63.924 63.924 63.924

17.234 18.712 22.570 27.289 25.537 24.121 34.227 35.643 18.508 17.387 21.245 25.963 26.862 25.446 32.902 34.318

12.804 12.804 12.804 12.804 12.804 12.804 12.804 12.804 12.804 12.804 12.804 12.804 12.804 12.804 12.804 12.804

445.611 450.054 463.654 468.098 426.115 427.449 486.260 487.593 400.597 405.041 418.640 423.084 381.102 382.435 441.246 442.579

217.288 217.288 217.288 217.288 217.288 217.288 217.288 217.288 217.288 217.288 217.288 217.288 217.288 217.288 217.288 217.288

322.740 323.530 337.917 338.708 305.310 305.547 355.901 356.138 294.321 295.112 309.499 310.289 289.875 289.775 327.482 327.719

125.960 125.960 125.960 125.960 125.960 125.960 125.960 125.960 125.960 125.960 125.960 125.960 125.960 125.960 125.960 125.960

15.938 15.115 22.321 25.614 27.035 26.047 35.724 36.711 17.263 14.418 20.996 24.289 28.360 27.373 34.398 35.386

14.512 14.512 14.512 14.512 14.512 14.512 14.512 14.512 14.512 14.512 14.512 14.512 14.512 14.512 14.512 14.512

346.307 349.806 368.743 372.242 321.356 322.406 396.143 397.193 309.403 312.902 331.839 335.338 308.435 307.386 359.239 360.289

200.300 200.300 200.300 200.300 200.300 200.300 200.300 200.300 200.300 200.300 200.300 200.300 200.300 200.300 200.300 200.300

318.554 321.605 339.641 342.692 295.821 295.936 365.310 366.226 289.736 292.787 310.823 313.874 290.072 289.794 336.492 337.407

126.804 126.804 126.804 126.804 126.804 126.804 126.804 126.804 126.804 126.804 126.804 126.804 126.804 126.804 126.804 126.804

12.018 10.783 17.278 18.825 20.913 20.449 27.255 27.719 12.832 11.285 16.464 18.011 21.726 21.262 26.441 26.905

10.684 10.684 10.684 10.684 10.684 10.684 10.684 10.684 10.684 10.684 10.684 10.684 10.684 10.684 10.684 10.684

190.507 193.987 213.025 216.505 173.202 173.172 240.514 241.558 173.626 177.107 196.144 199.625 184.283 183.239 223.634 224.678

91.740 91.740 91.740 91.740 91.740 91.740 91.740 91.740 91.740 91.740 91.740 91.740 91.740 91.740 91.740 91.740

99.703 132.314 99.550 132.467 82.568 105.446 83.078 105.955 107.454 124.563 107.301 124.716 80.943 97.694 80.433 98.204

69.452 69.452 69.452 69.452 69.452 69.452 69.452 69.452 69.452 69.452 69.452 69.452 69.452 69.452 69.452 69.452

28.902 43.864 28.879 44.062 31.986 37.362 32.647 38.022 29.105 41.693 28.906 41.891 29.816 35.191 30.476 35.851

29.720 29.720 29.720 29.720 29.720 29.720 29.720 29.720 29.720 29.720 29.720 29.720 29.720 29.720 29.720 29.720

83.021 119.255 82.904 119.429 77.646 96.756 78.225 97.336 87.203 109.003 87.029 109.177 73.470 86.505 73.078 87.084

96.376 96.376 96.376 96.376 96.376 96.376 96.376 96.376 96.376 96.376 96.376 96.376 96.376 96.376 96.376 96.376

31.448 45.924 31.610 46.086 36.325 40.668 36.866 41.209 29.772 43.546 29.766 43.708 33.948 38.290 34.488 38.831

27.516 27.516 27.516 27.516 27.516 27.516 27.516 27.516 27.516 27.516 27.516 27.516 27.516 27.516 27.516 27.516

96.185 138.565 96.104 138.692 107.957 122.016 108.379 122.438 98.794 125.652 98.668 125.779 95.044 109.102 95.466 109.525

73.848 73.848 73.848 73.848 73.848 73.848 73.848 73.848 73.848 73.848 73.848 73.848 73.848 73.848 73.848 73.848

148.211 197.759 148.333 197.881 165.411 180.275 165.817 180.682 133.362 170.206 133.263 170.328 137.858 152.722 138.264 153.129

281.448 281.448 281.448 281.448 281.448 281.448 281.448 281.448 281.448 281.448 281.448 281.448 281.448 281.448 281.448 281.448

30.431 44.724 30.607 44.900 35.229 39.517 35.815 40.103 28.584 42.331 28.583 42.507 32.835 37.123 33.421 37.709

28.564 28.564 28.564 28.564 28.564 28.564 28.564 28.564 28.564 28.564 28.564 28.564 28.564 28.564 28.564 28.564

306.543 356.678 306.659 356.794 323.955 338.996 324.342 339.382 287.301 327.518 287.220 327.634 294.795 309.835 295.182 310.222

125.744 125.744 125.744 125.744 125.744 125.744 125.744 125.744 125.744 125.744 125.744 125.744 125.744 125.744 125.744 125.744

154.157 204.333 154.267 204.443 171.591 186.643 171.956 187.009 136.045 176.153 135.966 176.263 143.411 158.464 143.776 158.829

258.140 258.140 258.140 258.140 258.140 258.140 258.140 258.140 258.140 258.140 258.140 258.140 258.140 258.140 258.140 258.140

30.606 44.752 30.780 44.926 35.354 39.598 35.934 40.178 28.590 42.399 28.592 42.573 33.001 37.245 33.581 37.825

28.400 28.400 28.400 28.400 28.400 28.400 28.400 28.400 28.400 28.400 28.400 28.400 28.400 28.400 28.400 28.400

287.217 336.550 287.331 336.664 304.349 319.149 304.732 319.531 268.344 308.375 268.252 308.490 276.175 290.975 276.557 291.357

125.596 125.596 125.596 125.596 125.596 125.596 125.596 125.596 125.596 125.596 125.596 125.596 125.596 125.596 125.596 125.596

156.277 205.545 156.393 205.661 173.385 188.165 173.773 188.553 136.797 176.774 136.708 176.891 144.615 159.395 145.002 159.782

275.772 275.772 275.772 275.772 275.772 275.772 275.772 275.772 275.772 275.772 275.772 275.772 275.772 275.772 275.772 275.772

30.483 44.731 30.635 44.883 35.292 39.567 35.799 40.074 28.549 42.374 28.544 42.526 32.935 37.209 33.442 37.716

28.552 28.552 28.552 28.552 28.552 28.552 28.552 28.552 28.552 28.552 28.552 28.552 28.552 28.552 28.552 28.552

304.897 355.393 305.020 355.517 322.426 337.575 322.838 337.987 286.045 326.450 285.963 326.574 293.483 308.632 293.895 309.044

126.724 126.724 126.724 126.724 126.724 126.724 126.724 126.724 126.724 126.724 126.724 126.724 126.724 126.724 126.724 126.724

157.457 205.585 157.577 205.706 174.161 188.600 174.563 189.001 137.711 176.621 137.631 176.742 145.197 159.636 145.598 160.037

275.436 275.436 275.436 275.436 275.436 275.436 275.436 275.436 275.436 275.436 275.436 275.436 275.436 275.436 275.436 275.436

31.204 46.500 31.186 46.702 34.953 40.173 35.628 40.848 31.499 44.230 31.296 44.433 32.683 37.904 33.358 38.579

26.996 26.996 26.996 26.996 26.996 26.996 26.996 26.996 26.996 26.996 26.996 26.996 26.996 26.996 26.996 26.996

303.294 355.273 303.177 355.414 314.625 333.310 315.095 333.780 292.968 329.930 292.851 330.071 289.282 307.966 289.752 308.437

110.984 110.984 110.984 110.984 110.984 110.984 110.984 110.984 110.984 110.984 110.984 110.984 110.984 110.984 110.984 110.984

10.746 12.736 14.957 17.251 14.677 13.989 21.027 21.715 11.081 11.868 14.089 16.383 15.546 14.858 20.159 20.847

10.972 10.972 10.972 10.972 10.972 10.972 10.972 10.972 10.972 10.972 10.972 10.972 10.972 10.972 10.972 10.972

110.223 114.269 121.869 125.914 98.053 99.266 136.871 138.085 96.932 100.978 108.578 112.623 90.055 88.841 123.580 124.794

104.860 104.860 104.860 104.860 104.860 104.860 104.860 104.860 104.860 104.860 104.860 104.860 104.860 104.860 104.860 104.860

77.737 79.689 89.218 91.170 68.642 68.568 103.296 103.882 68.763 70.715 80.245 82.197 75.604 75.019 94.323 94.909

37.896 37.896 37.896 37.896 37.896 37.896 37.896 37.896 37.896 37.896 37.896 37.896 37.896 37.896 37.896 37.896

14.555 16.114 20.012 24.561 22.817 21.452 31.458 32.823 15.870 14.799 18.697 23.246 24.132 22.768 30.143 31.508

15.344 15.344 15.344 15.344 15.344 15.344 15.344 15.344 15.344 15.344 15.344 15.344 15.344 15.344 15.344 15.344

294.101 298.419 312.039 316.357 274.685 275.980 334.478 335.774 248.808 253.126 266.745 271.064 229.391 230.687 289.184 290.480

373.676 373.676 373.676 373.676 373.676 373.676 373.676 373.676 373.676 373.676 373.676 373.676 373.676 373.676 373.676 373.676

162.084 162.887 178.320 179.123 143.422 143.663 197.544 197.785 131.771 132.574 148.008 148.811 128.872 128.771 167.231 167.472

252.968 252.968 252.968 252.968 252.968 252.968 252.968 252.968 252.968 252.968 252.968 252.968 252.968 252.968 252.968 252.968

16.244 14.482 21.315 24.600 27.320 26.334 34.690 35.676 16.981 14.344 20.578 23.862 28.057 27.072 33.953 34.938

14.864 14.864 14.864 14.864 14.864 14.864 14.864 14.864 14.864 14.864 14.864 14.864 14.864 14.864 14.864 14.864

166.628 170.122 189.122 192.616 141.608 142.656 216.588 217.636 136.556 140.050 159.050 162.544 135.728 134.680 186.516 187.564

242.612 242.612 242.612 242.612 242.612 242.612 242.612 242.612 242.612 242.612 242.612 242.612 242.612 242.612 242.612 242.612

308.11 OK

308.11 OK204.9 0.11 178.92 129.19

178.92 129.19

270.6 0.11 178.92 129.19

282.27 OK

308.11 OK

42.1 0.11 178.92 103.35

276.7 0.11

129.19

166.3 0.11 178.92 103.35

155.4 0.11 178.92

308.11

32.0 0.11 178.92 77.51 256.43

272.0 0.11 178.92

103.35 282.27

282.27

210.9 0.11 178.92 103.35 282.27

35.6 0.11 178.92 103.35 282.27

22.5 0.11 178.92 77.51 256.43

356.1 0.11 375.73 129.19 504.92

83.7 0.11 178.92 103.35 282.27

397.2 0.11 375.73 129.19 504.92

487.6 0.11 375.73 129.19 504.92

27.7 0.11 178.92 77.51 256.43

36.7 0.11 178.92 103.35 282.27

132.5 0.11 178.92 129.19 308.11

366.2 0.11 375.73 129.19 504.92

119.4 0.11 178.92 129.19 308.11

241.6 0.11 178.92 103.35 282.27

138.7 0.11 178.92 129.19 308.11

44.1 0.11 178.92 103.35 282.27

44.9 0.11 178.92 103.35 282.27

46.1 0.11 178.92 103.35 282.27

258.1 0.11 178.92 129.19 308.11

281.4 0.11 178.92 129.19 308.11

336.7 0.11 375.73 129.19 504.92

356.8 0.11 375.73 129.19 504.92

44.9 0.11 178.92 103.35 282.27

44.9 0.11 178.92 103.35 282.27

275.4 0.11 178.92 129.19 308.11

275.8 0.11 178.92 129.19 308.11

355.4 0.11 375.73 129.19 504.92

355.5 0.11 375.73 129.19 504.92

138.1 0.11 178.92 103.35 282.27

46.7 0.11 178.92 103.35 282.27

32.8 0.11 178.92 103.35 282.27

21.7 0.11 178.92 77.51 256.43

253.0 0.11 178.92 129.19 308.11

103.9 0.11 178.92 103.35 282.27

242.6 0.11 178.92 129.19 308.11

373.7 0.11 375.73 129.19 504.92

35.7 0.11 178.92 103.35 282.27

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

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Page 166: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CHEQUEO DE CORTANTE DE ACUERDO A C.21.3.3 (a)

f'c = 21.1 MPa Mn = Momentos nominales de la viga en cada extremo restringido de la luz libre. COMDIS3 = 1.2C.M.+1.0C.V.+1.0Ex+0.3Ey COMDIS9 = 1.2C.M.+1.0C.V.+0.3Ex+1.0(-Ey) COMDIS15 = 0.9C.M.+0.3Ex+1.0Ey

fy = 420 MPa Vg = Cortante calculado para cargas gravitacionales mayoradas. COMDIS4 = 1.2C.M.+1.0C.V.+1.0(-Ex)+0.3Ey COMDIS10 = 1.2C.M.+1.0C.V.+0.3(-Ex)+1.0(-Ey) COMDIS16 = 0.9C.M.+0.3(-Ex)+1.0Ey

Φ Cortante = 0.75 Vm = Cortante debido a flexion en curvatura inversa. COMDIS5 = 1.2C.M.+1.0C.V.+1.0Ex+0.3(-Ey) COMDIS11 = 0.9C.M.+1.0Ex+0.3Ey COMDIS17 = 0.9C.M.+0.3Ex+1.0(-Ey)

Estribos Φ = 9.5 mm Vu = Vm + Vg COMDIS6 = 1.2C.M.+1.0C.V.+1.0(-Ex)+0.3(-Ey) COMDIS12 = 0.9C.M.+1.0(-Ex)+0.3Ey COMDIS18 = 0.9C.M.+0.3(-Ex)+1.0(-Ey)

Av = 71 mm2 COMDIS7 = 1.2C.M.+1.0C.V.+0.3Ex+1.0Ey COMDIS13 = 0.9C.M.+1.0Ex+0.3(-Ey)

R= 3.38 COMDIS8 = 1.2C.M.+1.0C.V.+0.3(-Ex)+1.0Ey COMDIS14 = 0.9C.M.+1.0(-Ex)+0.3(-Ey)

VIGA

ELEMENTO b d C.M. C.V. SISMO X SISMO Y -SISMO X -SISMO Y

No. (m) (m) (m) (m) (KN.m) (KN.m) (KN.m) (KN.m) (KN.m) (KN.m) COMBDIS3 COMBDIS4 COMBDIS5 COMBDIS6 COMBDIS7 COMBDIS8 COMBDIS9 COMBDIS10 COMBDIS11 COMBDIS12 COMBDIS13 COMBDIS14 COMBDIS15 COMBDIS16 COMBDIS17 COMBDIS18

NIVELLONG.LOC.

SECCION

PROPIEDADES DEL ELEMENTO M3

Combinaciones para resistencias nominales a momento

Mn (kN.m)

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)RESISTENCIA A CORTANTE PARA VIGAS

CHEQUEO PARA LA CONDICIÓN DESCRITA EN C.21.3.3 (a)

B66 0.000 -58.102 -41.543 16.673 353.581 -16.673 -353.581 74.950 84.815 137.715 147.581 5.176 8.135 214.395 217.355 15.976 25.842 78.742 88.608 53.798 50.838 155.422 158.381

B66 4.930 -84.666 -58.861 9.222 196.694 -9.222 -196.694 140.274 145.731 175.190 180.647 101.448 103.085 217.835 219.472 56.013 61.470 90.929 96.386 17.187 18.824 133.574 135.211

B67 0.000 -7.364 -0.558 6.468 116.240 -6.468 -116.240 2.836 0.991 17.798 21.626 25.570 24.422 43.211 44.359 5.603 1.776 15.031 18.858 28.337 27.189 40.444 41.592

B67 4.930 -7.023 0.713 6.487 109.170 -6.487 -109.170 3.894 0.056 15.485 19.323 25.160 24.008 39.438 40.589 5.288 1.450 14.091 17.930 26.554 25.402 38.044 39.195

B67 0.000 -49.344 -20.626 15.081 323.298 -15.081 -323.298 46.682 55.606 104.072 112.996 17.150 14.473 174.151 176.828 11.253 20.176 68.643 77.567 52.579 49.902 138.721 141.398

B67 4.930 -61.280 -29.433 14.275 303.241 -14.275 -303.241 71.831 80.277 125.661 134.107 11.986 14.520 191.418 193.952 24.014 32.460 77.844 86.290 35.831 33.297 143.601 146.135

B68 0.000 -104.974 -53.452 10.651 134.513 -10.651 -134.513 164.331 170.633 188.209 194.511 138.679 140.569 218.272 220.163 79.386 85.689 103.264 109.567 53.734 55.625 133.328 135.219

B68 9.750 -84.674 -45.263 15.851 189.999 -15.851 -189.999 125.318 134.698 159.046 168.425 89.252 92.066 201.678 204.491 54.653 64.032 88.381 97.760 18.587 21.401 131.012 133.826

B74 0.000 -7.377 0.709 10.717 68.069 -10.717 -68.069 1.069 5.272 11.014 17.356 12.947 11.044 27.331 29.233 2.573 3.768 9.510 15.852 14.451 12.548 25.827 27.729

B74 4.820 -5.494 -1.211 12.496 83.149 -12.496 -83.149 3.273 4.121 11.487 18.881 17.906 15.687 31.295 33.513 6.133 1.262 8.628 16.022 20.765 18.547 28.436 30.654

B74 0.000 -48.541 -17.569 19.046 189.917 -19.046 -189.917 53.327 64.597 87.040 98.310 17.939 21.320 130.316 133.697 21.195 32.465 54.909 66.178 14.192 10.811 98.185 101.566

B74 4.820 -26.693 -8.673 22.122 226.482 -22.122 -226.482 14.058 27.148 54.262 67.352 28.265 24.338 105.748 109.675 2.623 10.467 37.581 50.671 44.946 41.019 89.067 92.994

B75 0.000 -26.821 -14.164 9.986 214.705 -9.986 -214.705 24.338 30.247 62.451 68.360 18.059 16.287 108.985 110.758 2.128 8.037 40.241 46.150 40.270 38.497 86.775 88.547

B75 4.820 -24.021 -10.163 14.834 395.606 -14.834 -395.606 0.514 8.264 69.712 78.490 79.372 76.738 154.715 157.348 17.883 9.105 52.343 61.121 96.741 94.108 137.345 139.979

B76 0.000 -7.600 4.199 22.934 129.524 -22.934 -129.524 13.360 0.210 9.632 23.202 35.435 31.364 41.206 45.277 11.441 2.129 11.551 25.121 33.516 29.445 43.125 47.196

B76 4.820 -7.471 -3.689 28.779 165.469 -28.779 -165.469 10.547 6.482 18.826 35.855 38.855 33.747 59.055 64.164 16.477 0.552 12.896 29.925 44.786 39.677 53.125 58.234

B76 0.000 -83.970 -58.931 20.941 277.525 -20.941 -277.525 128.867 141.258 178.132 190.523 75.728 79.446 239.944 243.662 44.745 57.136 94.010 106.401 8.394 4.676 155.822 159.540

B76 4.820 -29.796 -18.583 24.496 348.193 -24.496 -348.193 16.186 30.681 77.996 92.490 50.852 46.503 155.180 159.528 11.336 3.159 50.474 64.968 78.373 74.025 127.658 132.006

B77 0.000 -111.958 -83.287 1.423 239.763 -1.423 -239.763 195.935 196.777 238.496 239.338 146.574 146.827 288.446 288.699 79.060 79.902 121.622 122.464 29.700 29.953 171.572 171.824

B77 4.820 -68.305 -45.621 1.785 436.281 -1.785 -436.281 88.336 89.392 165.782 166.838 1.649 1.332 256.506 256.823 22.223 23.279 99.670 100.726 67.761 67.444 190.393 190.710

B78 0.000 -12.239 -0.114 16.485 158.845 -16.485 -158.845 4.175 5.579 24.022 33.777 33.658 30.732 60.333 63.260 7.961 1.794 20.237 29.991 37.444 34.517 56.547 59.474

B78 4.820 -4.396 -2.086 20.666 204.926 -20.666 -204.926 16.942 4.713 19.436 31.664 55.102 51.434 66.156 69.824 20.346 8.118 16.031 28.259 58.507 54.838 62.751 66.420

B78 0.000 -99.826 -74.076 16.718 344.476 -16.718 -344.476 158.346 168.239 219.496 229.388 90.467 93.435 294.299 297.267 54.322 64.215 115.472 125.364 13.556 10.589 190.276 193.243

B78 4.820 -73.527 -47.606 19.753 428.947 -19.753 -428.947 91.922 103.610 168.067 179.755 7.178 10.684 260.993 264.499 22.258 33.946 98.402 110.091 62.486 58.980 191.328 194.835

B79 0.000 -84.952 -59.564 11.821 356.399 -11.821 -356.399 126.376 133.371 189.642 196.637 55.014 57.112 265.901 267.999 41.326 48.321 104.593 111.587 30.036 27.937 180.851 182.949

B79 4.820 -40.964 -25.842 19.012 694.784 -19.012 -694.784 7.707 18.956 131.041 142.291 132.246 128.871 278.869 282.244 30.424 19.175 92.910 104.160 170.377 167.002 240.738 244.112

B80 0.000 -7.496 0.837 6.924 122.597 -6.924 -122.597 4.772 0.675 16.991 21.088 28.728 27.499 43.815 45.044 6.184 2.086 15.579 19.676 30.139 28.910 42.403 43.632

B80 4.820 -5.529 -1.493 7.700 148.866 -7.700 -148.866 7.363 2.807 19.063 23.619 36.599 35.232 51.488 52.854 10.515 5.959 15.911 20.467 39.751 38.384 48.336 49.703

B80 0.000 -63.704 -30.286 16.185 353.066 -16.185 -353.066 70.605 80.182 133.280 142.856 0.837 3.710 209.752 212.625 21.208 30.785 83.882 93.459 48.560 45.687 160.354 163.228

B80 4.820 -31.438 -12.491 19.067 426.454 -19.067 -426.454 6.725 18.007 82.426 93.709 77.646 74.261 174.694 178.079 15.198 3.916 60.504 71.786 99.568 96.183 152.772 156.156

B83 0.000 -6.000 -0.834 79.054 10.927 -79.054 -10.927 16.325 30.453 14.385 32.393 2.215 11.818 4.250 18.283 18.959 27.819 17.019 29.759 4.849 9.184 1.616 15.649

B83 4.825 -8.699 -0.396 71.809 9.865 -71.809 -9.865 11.286 31.204 9.535 32.956 1.543 14.290 7.380 20.127 14.292 28.199 12.541 29.950 1.463 11.284 4.374 17.121

B83 0.000 -29.087 -10.716 250.754 45.848 -250.754 -45.848 32.637 115.739 24.498 123.877 9.800 54.312 36.929 81.441 52.079 96.297 43.940 104.435 9.642 34.870 17.487 61.999

B83 4.825 -43.382 -13.053 231.012 42.714 -231.012 -42.714 7.027 129.667 0.556 137.249 31.970 72.978 57.245 98.253 33.094 103.599 25.512 111.182 5.902 46.911 31.177 72.185

B84 0.000 -6.618 0.895 65.847 11.652 -65.847 -11.652 13.469 25.494 11.401 27.562 2.245 9.444 4.650 16.338 14.559 24.403 12.491 26.472 3.336 8.353 3.559 15.248

B84 4.925 -6.569 0.109 65.582 11.959 -65.582 -11.959 12.691 26.115 10.568 28.238 1.585 10.057 5.491 17.133 14.552 24.254 12.429 26.377 3.447 8.195 3.629 15.271

B84 0.000 -28.575 -1.914 217.307 42.605 -217.307 -42.605 31.870 96.715 24.307 104.278 4.311 42.887 29.521 68.097 42.356 86.228 34.793 93.791 6.175 32.400 19.035 57.610

B84 4.925 -28.019 -2.576 223.419 43.334 -223.419 -43.334 33.748 98.453 26.055 106.145 3.548 43.208 29.189 68.850 44.729 87.471 37.037 95.164 7.434 32.226 18.208 57.868

B85 0.000 -7.290 -0.954 65.730 8.952 -65.730 -8.952 10.539 28.354 8.950 29.943 1.219 12.888 6.516 18.185 13.680 25.213 12.091 26.802 1.922 9.747 3.375 15.044

B85 4.925 -8.228 0.302 66.611 8.823 -66.611 -8.823 10.919 28.496 9.353 30.062 1.049 12.873 6.270 18.094 13.085 26.329 11.519 27.896 1.117 10.707 4.103 15.928

B85 0.000 -40.929 -13.835 225.814 40.584 -225.814 -40.584 7.461 126.157 0.257 133.361 30.900 70.985 54.914 95.000 33.575 100.043 26.371 107.247 4.786 44.872 28.801 68.886

B85 4.925 -54.442 -23.625 222.666 40.596 -222.666 -40.596 19.475 151.230 26.681 158.436 57.181 96.708 81.203 120.729 20.483 111.272 13.277 118.479 17.224 56.750 41.245 80.772

B86 0.000 -8.705 0.103 63.689 11.673 -63.689 -11.673 9.536 28.150 7.464 30.222 1.237 12.542 8.144 19.449 12.044 25.641 9.972 27.713 1.272 10.034 5.635 16.941

B86 4.925 -5.258 0.088 60.566 10.847 -60.566 -10.847 12.660 23.178 10.735 25.103 2.363 8.388 4.055 14.806 14.149 21.688 12.224 23.614 3.853 6.899 2.566 13.317

B86 0.000 -53.352 -22.546 209.123 42.379 -209.123 -42.379 20.936 144.678 28.459 152.201 55.469 92.591 80.545 117.668 17.615 106.126 10.092 113.649 16.917 54.040 41.994 79.116

B86 4.925 -45.700 -18.018 198.136 39.186 -198.136 -39.186 10.760 128.000 17.716 134.956 43.678 78.851 66.865 102.038 20.968 96.272 14.012 103.228 11.950 47.123 35.137 70.310

B87 0.000 -6.478 -0.205 57.229 6.692 -57.229 -6.692 9.547 24.316 8.359 25.504 0.919 11.078 4.879 15.038 11.695 22.168 10.507 23.356 1.229 8.930 2.731 12.890

B87 4.925 -8.249 0.239 57.293 6.923 -57.293 -6.923 7.905 25.996 6.676 27.225 2.526 12.697 6.623 16.793 10.141 23.760 8.912 24.989 0.291 10.461 4.387 14.558

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+8.90

4.930

4.930

4.930

9.750

4.820

4.820

4.820

4.820

4.820

4.820

4.820

4.820

4.820

4.820

4.820

4.825

4.825

4.925

4.925

4.925

4.925

4.925

4.925

4.925

VIGA50X50

VIGA30X50

VIGA40X50

VIGA40X50

VIGA30X50

VIGA40X50

VIGA40X50

VIGA40X50

VIGA50X50

VIGA50X50

VIGA40X50

VIGA50X50

VIGA50X50

VIGA30X50

VIGA40X50

VIGA30X50

VIGA40X50

VIGA30X50

VIGA40X50

VIGA30X50

VIGA40X50

VIGA30X50

VIGA40X50

VIGA30X50

0.50 0.45

0.30 0.45

0.40 0.45

0.40 0.45

0.30 0.45

0.40 0.45

0.40 0.45

0.40 0.45

0.50 0.45

0.50 0.45

0.40 0.45

0.50 0.45

0.50 0.45

0.30 0.45

0.40 0.45

0.30 0.45

0.40 0.45

0.30 0.45

0.40 0.45

0.30 0.45

0.40 0.45

0.30 0.45

0.40 0.45

0.30 0.45

Page 167: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CHEQUEO DE CORTANTE DE ACUERDO A C.21.3.3 (a)

f'c = 21.1 MPa Mn = Momentos nominales de la viga en cada extremo restringido de la luz libre.

fy = 420 MPa Vg = Cortante calculado para cargas gravitacionales mayoradas.

Φ Cortante = 0.75 Vm = Cortante debido a flexion en curvatura inversa.

Estribos Φ = 9.5 mm Vu = Vm + Vg

Av = 71 mm2

R= 3.38

COMBDIS3 COMBDIS4 COMBDIS5 COMBDIS6 COMBDIS7 COMBDIS8 COMBDIS9 COMBDIS10 COMBDIS11 COMBDIS12 COMBDIS13 COMBDIS14 COMBDIS15 COMBDIS16 COMBDIS17 COMBDIS18

(kN) (kN)

Vm = Mnl + Mnr / lnVg

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)RESISTENCIA A CORTANTE PARA VIGAS

CHEQUEO PARA LA CONDICIÓN DESCRITA EN C.21.3.3 (a)

128.12

274.64

11.14

10.14

92.73

165.44

110.63

119.52

10.24

10.59

88.72

71.93

59.79

55.74

11.28

16.47

205.16

92.88

341.35

170.76

15.18

12.58

302.35

159.87

273.58

112.24

10.13

10.69

167.42

81.03

9.90

10.94

76.14

84.78

10.39

10.89

37.16

37.30

10.80

10.47

83.72

126.23

11.47

9.80

123.09

86.86

10.36

10.92

43.656 46.764 63.470 66.578 21.628 22.560 87.674 88.606 14.602 17.710 34.416 37.524 14.399 14.130 58.620 59.552

1.365 0.212 6.751 8.306 10.290 9.824 16.764 17.231 2.209 0.654 5.907 7.462 11.134 10.668 15.920 16.387

24.039 27.562 46.599 50.122 5.910 5.881 74.152 75.209 7.153 10.677 29.713 33.237 17.933 16.876 57.266 58.323

29.708 31.316 35.616 37.224 23.378 23.860 43.072 43.554 13.748 15.356 19.656 21.264 7.418 7.900 27.112 27.594

0.901 1.949 4.668 7.518 6.401 5.546 12.163 13.018 1.806 1.044 3.763 6.613 7.306 6.451 11.258 12.113

13.980 19.034 29.316 34.370 9.586 9.473 48.976 50.492 4.942 8.907 19.189 24.243 12.269 10.753 38.849 40.365

5.156 7.990 27.420 30.467 20.214 19.300 54.710 55.624 4.152 3.556 19.208 22.255 28.425 27.511 46.498 47.412

4.960 1.388 5.904 12.253 15.413 13.508 20.801 22.706 5.792 0.556 5.072 11.420 16.245 14.341 19.969 21.873

30.094 35.672 53.138 58.716 26.261 26.130 81.976 83.649 11.635 12.509 29.976 35.554 18.001 16.328 58.813 60.487

58.977 59.371 83.875 84.269 30.752 30.738 113.061 113.179 21.013 21.407 45.911 46.305 20.220 20.207 75.096 75.215

4.381 2.135 9.016 13.577 18.415 17.047 26.243 27.611 5.873 2.056 7.524 12.085 19.907 18.539 24.751 26.119

51.923 56.400 80.407 84.884 20.258 21.602 115.206 116.549 15.888 20.365 44.372 48.850 15.777 14.433 79.171 80.514

27.818 31.603 66.532 70.317 38.851 38.586 113.023 114.158 14.886 14.003 40.976 44.761 41.579 40.444 87.467 88.602

2.518 0.722 7.480 9.275 13.553 13.015 19.772 20.311 3.464 1.669 6.533 8.329 14.500 13.961 18.826 19.364

16.043 20.371 44.752 49.080 16.283 16.177 79.761 81.059 7.553 7.199 29.956 34.283 30.732 29.434 64.964 66.262

5.722 12.779 4.957 13.544 0.779 5.411 2.410 7.961 6.891 11.610 6.126 12.375 1.308 4.242 1.242 6.792

8.220 50.861 5.192 54.120 8.657 26.381 19.518 37.242 17.652 41.429 14.394 44.687 3.222 16.949 10.086 27.810

5.312 10.479 4.461 11.330 0.778 3.959 2.059 6.796 5.911 9.880 5.060 10.731 1.377 3.360 1.460 6.197

13.323 39.628 10.226 42.725 1.596 17.481 11.921 27.806 17.682 35.269 14.585 38.366 2.763 13.122 7.562 23.447

4.357 11.543 3.716 12.184 0.461 5.231 2.596 7.366 5.435 10.466 4.794 11.106 0.617 4.153 1.519 6.289

5.469 56.322 5.470 59.248 17.885 34.049 27.638 43.803 10.976 42.907 8.050 45.833 4.469 20.634 14.222 30.387

4.507 10.422 3.695 11.234 0.731 4.250 2.477 6.956 5.319 9.610 4.507 10.422 1.041 3.438 1.665 6.144

6.436 55.366 9.376 58.306 20.131 34.811 29.931 44.610 7.834 41.096 4.894 44.036 5.862 20.541 15.661 30.340

3.544 10.216 3.053 10.706 0.700 4.827 2.335 6.463 4.434 9.326 3.943 9.816 0.309 3.937 1.445 5.573

Page 168: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CHEQUEO DE CORTANTE DE ACUERDO A C.21.3.3 (a)

f'c = 21.1 MPa Mn = Momentos nominales de la viga en cada extremo restringido de la luz libre.

fy = 420 MPa Vg = Cortante calculado para cargas gravitacionales mayoradas.

Φ Cortante = 0.75 Vm = Cortante debido a flexion en curvatura inversa.

Estribos Φ = 9.5 mm Vu = Vm + Vg

Av = 71 mm2

R= 3.38

COMBDIS3 COMBDIS4 COMBDIS5 COMBDIS6 COMBDIS7 COMBDIS8 COMBDIS9 COMBDIS10 COMBDIS11 COMBDIS12 COMBDIS13 COMBDIS14 COMBDIS15 COMBDIS16 COMBDIS17 COMBDIS18

(kN) (m) (kN) (kN) (kN)

SΦVn > Vumax

Vu = Vm + Vg

(kN)

ΦVc ΦVnΦVsVu max

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)RESISTENCIA A CORTANTE PARA VIGAS

CHEQUEO PARA LA CONDICIÓN DESCRITA EN C.21.3.3 (a)

171.772 174.880 191.586 194.694 149.744 150.676 215.790 216.722 142.718 145.826 162.532 165.640 142.515 142.246 186.736 187.668

274.640 274.640 274.640 274.640 274.640 274.640 274.640 274.640 274.640 274.640 274.640 274.640 274.640 274.640 274.640 274.640

12.509 11.356 17.895 19.450 21.434 20.968 27.908 28.375 13.353 11.798 17.051 18.606 22.278 21.812 27.064 27.531

10.144 10.144 10.144 10.144 10.144 10.144 10.144 10.144 10.144 10.144 10.144 10.144 10.144 10.144 10.144 10.144

116.771 120.294 139.331 142.854 98.642 98.613 166.884 167.941 99.885 103.409 122.445 125.969 110.665 109.608 149.998 151.055

165.436 165.436 165.436 165.436 165.436 165.436 165.436 165.436 165.436 165.436 165.436 165.436 165.436 165.436 165.436 165.436

140.336 141.944 146.244 147.852 134.006 134.488 153.700 154.182 124.376 125.984 130.284 131.892 118.046 118.528 137.740 138.222

119.516 119.516 119.516 119.516 119.516 119.516 119.516 119.516 119.516 119.516 119.516 119.516 119.516 119.516 119.516 119.516

11.145 12.193 14.912 17.762 16.645 15.790 22.407 23.262 12.050 11.288 14.007 16.857 17.550 16.695 21.502 22.357

10.588 10.588 10.588 10.588 10.588 10.588 10.588 10.588 10.588 10.588 10.588 10.588 10.588 10.588 10.588 10.588

102.704 107.758 118.040 123.094 98.310 98.197 137.700 139.216 93.666 97.631 107.913 112.967 100.993 99.477 127.573 129.089

71.932 71.932 71.932 71.932 71.932 71.932 71.932 71.932 71.932 71.932 71.932 71.932 71.932 71.932 71.932 71.932

64.948 67.782 87.212 90.259 80.006 79.092 114.502 115.416 63.944 63.348 79.000 82.047 88.217 87.303 106.290 107.204

55.744 55.744 55.744 55.744 55.744 55.744 55.744 55.744 55.744 55.744 55.744 55.744 55.744 55.744 55.744 55.744

16.244 12.672 17.188 23.537 26.697 24.792 32.085 33.990 17.076 11.840 16.356 22.704 27.529 25.625 31.253 33.157

16.472 16.472 16.472 16.472 16.472 16.472 16.472 16.472 16.472 16.472 16.472 16.472 16.472 16.472 16.472 16.472

235.254 240.832 258.298 263.876 231.421 231.290 287.136 288.809 216.795 217.669 235.136 240.714 223.161 221.488 263.973 265.647

92.884 92.884 92.884 92.884 92.884 92.884 92.884 92.884 92.884 92.884 92.884 92.884 92.884 92.884 92.884 92.884

400.325 400.719 425.223 425.617 372.100 372.086 454.409 454.527 362.361 362.755 387.259 387.653 361.568 361.555 416.444 416.563

170.760 170.760 170.760 170.760 170.760 170.760 170.760 170.760 170.760 170.760 170.760 170.760 170.760 170.760 170.760 170.760

19.565 17.319 24.200 28.761 33.599 32.231 41.427 42.795 21.057 17.240 22.708 27.269 35.091 33.723 39.935 41.303

12.584 12.584 12.584 12.584 12.584 12.584 12.584 12.584 12.584 12.584 12.584 12.584 12.584 12.584 12.584 12.584

354.271 358.748 382.755 387.232 322.606 323.950 417.554 418.897 318.236 322.713 346.720 351.198 318.125 316.781 381.519 382.862

159.872 159.872 159.872 159.872 159.872 159.872 159.872 159.872 159.872 159.872 159.872 159.872 159.872 159.872 159.872 159.872

301.402 305.187 340.116 343.901 312.435 312.170 386.607 387.742 288.470 287.587 314.560 318.345 315.163 314.028 361.051 362.186

112.240 112.240 112.240 112.240 112.240 112.240 112.240 112.240 112.240 112.240 112.240 112.240 112.240 112.240 112.240 112.240

12.646 10.850 17.608 19.403 23.681 23.143 29.900 30.439 13.592 11.797 16.661 18.457 24.628 24.089 28.954 29.492

10.692 10.692 10.692 10.692 10.692 10.692 10.692 10.692 10.692 10.692 10.692 10.692 10.692 10.692 10.692 10.692

183.463 187.791 212.172 216.500 183.703 183.597 247.181 248.479 174.973 174.619 197.376 201.703 198.152 196.854 232.384 233.682

81.028 81.028 81.028 81.028 81.028 81.028 81.028 81.028 81.028 81.028 81.028 81.028 81.028 81.028 81.028 81.028

15.622 22.679 14.857 23.444 10.679 15.311 12.310 17.861 16.791 21.510 16.026 22.275 11.208 14.142 11.142 16.692

10.944 10.944 10.944 10.944 10.944 10.944 10.944 10.944 10.944 10.944 10.944 10.944 10.944 10.944 10.944 10.944

84.360 127.001 81.332 130.260 84.797 102.521 95.658 113.382 93.792 117.569 90.534 120.827 79.362 93.089 86.226 103.950

84.780 84.780 84.780 84.780 84.780 84.780 84.780 84.780 84.780 84.780 84.780 84.780 84.780 84.780 84.780 84.780

15.700 20.867 14.849 21.718 11.166 14.347 12.447 17.184 16.299 20.268 15.448 21.119 11.765 13.748 11.848 16.585

10.888 10.888 10.888 10.888 10.888 10.888 10.888 10.888 10.888 10.888 10.888 10.888 10.888 10.888 10.888 10.888

50.483 76.788 47.386 79.885 38.756 54.641 49.081 64.966 54.842 72.429 51.745 75.526 39.923 50.282 44.722 60.607

37.300 37.300 37.300 37.300 37.300 37.300 37.300 37.300 37.300 37.300 37.300 37.300 37.300 37.300 37.300 37.300

15.161 22.347 14.520 22.988 11.265 16.035 13.400 18.170 16.239 21.270 15.598 21.910 11.421 14.957 12.323 17.093

10.472 10.472 10.472 10.472 10.472 10.472 10.472 10.472 10.472 10.472 10.472 10.472 10.472 10.472 10.472 10.472

89.189 140.042 89.190 142.968 101.605 117.769 111.358 127.523 94.696 126.627 91.770 129.553 88.189 104.354 97.942 114.107

126.232 126.232 126.232 126.232 126.232 126.232 126.232 126.232 126.232 126.232 126.232 126.232 126.232 126.232 126.232 126.232

15.979 21.894 15.167 22.706 12.203 15.722 13.949 18.428 16.791 21.082 15.979 21.894 12.513 14.910 13.137 17.616

9.804 9.804 9.804 9.804 9.804 9.804 9.804 9.804 9.804 9.804 9.804 9.804 9.804 9.804 9.804 9.804

129.528 178.458 132.468 181.398 143.223 157.903 153.023 167.702 130.926 164.188 127.986 167.128 128.954 143.633 138.753 153.432

86.860 86.860 86.860 86.860 86.860 86.860 86.860 86.860 86.860 86.860 86.860 86.860 86.860 86.860 86.860 86.860

13.900 20.572 13.409 21.062 11.056 15.183 12.691 16.819 14.790 19.682 14.299 20.172 10.665 14.293 11.801 15.929

10.920 10.920 10.920 10.920 10.920 10.920 10.920 10.920 10.920 10.920 10.920 10.920 10.920 10.920 10.920 10.920

28.4 0.11 178.92 77.51 256.43

154.2 0.11 178.92 103.35 282.27

274.6 0.11 178.92 129.19 308.11

139.2 0.11 178.92 103.35 282.27

167.9 0.11 178.92 103.35 282.27

34.0 0.11 178.92 103.35 282.27

23.3 0.11 178.92 77.51 256.43

454.5 0.11 375.73 129.19 504.92

115.4 0.11 178.92 103.35 282.27

418.9 0.11 375.73 129.19 504.92

288.8 0.11 178.92 129.19 308.11

30.4 0.11 178.92 77.51 256.43

42.8 0.11 178.92 103.35 282.27

23.4 0.11 178.92 77.51 256.43

387.7 0.11 375.73 129.19 504.92

21.7 0.11 178.92 77.51 256.43

248.5 0.11 178.92 103.35 282.27

23.0 0.11 178.92 77.51 256.43

130.3 0.11 178.92 103.35 282.27

22.7 0.11 178.92 77.51 256.43

79.9 0.11 178.92 103.35 282.27

21.1 0.11 178.92 77.51 256.43

143.0 0.11 178.92 103.35 282.27

181.4 0.11 178.92 103.35 282.27

OK

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Page 169: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CHEQUEO DE CORTANTE DE ACUERDO A C.21.3.3 (a)

f'c = 21.1 MPa Mn = Momentos nominales de la viga en cada extremo restringido de la luz libre. COMDIS3 = 1.2C.M.+1.0C.V.+1.0Ex+0.3Ey COMDIS9 = 1.2C.M.+1.0C.V.+0.3Ex+1.0(-Ey) COMDIS15 = 0.9C.M.+0.3Ex+1.0Ey

fy = 420 MPa Vg = Cortante calculado para cargas gravitacionales mayoradas. COMDIS4 = 1.2C.M.+1.0C.V.+1.0(-Ex)+0.3Ey COMDIS10 = 1.2C.M.+1.0C.V.+0.3(-Ex)+1.0(-Ey) COMDIS16 = 0.9C.M.+0.3(-Ex)+1.0Ey

Φ Cortante = 0.75 Vm = Cortante debido a flexion en curvatura inversa. COMDIS5 = 1.2C.M.+1.0C.V.+1.0Ex+0.3(-Ey) COMDIS11 = 0.9C.M.+1.0Ex+0.3Ey COMDIS17 = 0.9C.M.+0.3Ex+1.0(-Ey)

Estribos Φ = 9.5 mm Vu = Vm + Vg COMDIS6 = 1.2C.M.+1.0C.V.+1.0(-Ex)+0.3(-Ey) COMDIS12 = 0.9C.M.+1.0(-Ex)+0.3Ey COMDIS18 = 0.9C.M.+0.3(-Ex)+1.0(-Ey)

Av = 71 mm2 COMDIS7 = 1.2C.M.+1.0C.V.+0.3Ex+1.0Ey COMDIS13 = 0.9C.M.+1.0Ex+0.3(-Ey)

R= 3.38 COMDIS8 = 1.2C.M.+1.0C.V.+0.3(-Ex)+1.0Ey COMDIS14 = 0.9C.M.+1.0(-Ex)+0.3(-Ey)

VIGA

ELEMENTO b d C.M. C.V. SISMO X SISMO Y -SISMO X -SISMO Y

No. (m) (m) (m) (m) (KN.m) (KN.m) (KN.m) (KN.m) (KN.m) (KN.m) COMBDIS3 COMBDIS4 COMBDIS5 COMBDIS6 COMBDIS7 COMBDIS8 COMBDIS9 COMBDIS10 COMBDIS11 COMBDIS12 COMBDIS13 COMBDIS14 COMBDIS15 COMBDIS16 COMBDIS17 COMBDIS18

NIVELLONG.LOC.

SECCION

PROPIEDADES DEL ELEMENTO M3

Combinaciones para resistencias nominales a momento

Mn (kN.m)

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)RESISTENCIA A CORTANTE PARA VIGAS

CHEQUEO PARA LA CONDICIÓN DESCRITA EN C.21.3.3 (a)

B87 0.000 -47.349 -19.480 179.649 29.918 -179.649 -29.918 20.493 126.794 25.804 132.105 51.502 83.392 69.205 101.095 13.192 93.109 7.881 98.420 17.817 49.708 35.520 67.411

B87 4.925 -61.978 -29.889 170.584 29.440 -170.584 -29.440 51.181 152.118 56.407 157.344 80.412 110.693 97.832 128.113 2.699 103.636 7.925 108.862 31.930 62.211 49.350 79.631

B88 0.000 -7.990 0.325 53.857 10.128 -53.857 -10.128 7.570 24.298 5.772 26.096 1.486 11.047 7.479 17.040 9.642 22.226 7.844 24.024 0.586 8.975 5.407 14.968

B88 4.925 -6.546 -0.344 58.661 9.171 -58.661 -9.171 9.970 24.741 8.342 26.369 0.279 10.692 5.706 16.119 12.278 22.433 10.650 24.061 2.029 8.385 3.398 13.811

B88 0.000 -61.680 -29.917 188.526 38.105 -188.526 -38.105 44.774 156.328 51.538 163.092 75.926 109.392 98.474 131.940 3.647 107.907 3.117 114.671 27.505 60.971 50.053 83.519

B88 4.925 -47.352 -18.970 217.104 42.422 -217.104 -42.422 7.795 136.259 15.326 143.790 43.972 82.511 69.074 107.613 25.380 103.083 17.850 110.614 10.796 49.335 35.898 74.437

B89 0.000 -4.966 0.805 57.529 6.075 -57.529 -6.075 12.405 21.635 11.327 22.714 1.749 8.463 1.845 12.058 13.090 20.951 12.012 22.029 2.434 7.778 1.161 11.373

B89 4.925 -10.043 -1.013 51.320 6.001 -51.320 -6.001 2.651 27.715 1.586 28.781 6.734 15.844 10.285 19.395 6.677 23.689 5.612 24.755 2.708 11.818 6.259 15.369

B89 0.000 -41.786 -14.063 225.007 39.266 -225.007 -39.266 5.849 127.291 1.121 134.261 32.618 72.560 55.852 95.794 32.448 100.692 25.478 107.663 6.019 45.961 29.254 69.196

B89 4.925 -39.018 -11.808 205.426 36.527 -205.426 -36.527 5.389 116.164 1.095 122.649 29.590 66.056 51.203 87.669 28.903 92.651 22.419 99.135 6.076 42.542 27.690 64.156

B90 0.000 -9.845 -1.051 55.338 11.327 -55.338 -11.327 4.513 28.232 2.502 30.243 4.602 14.425 11.305 21.128 8.517 24.227 6.506 26.238 0.598 10.421 7.300 17.123

B90 4.925 -3.886 1.557 55.440 10.977 -55.440 -10.977 14.270 18.534 12.322 20.483 5.062 4.779 1.433 11.275 13.879 18.925 11.931 20.874 4.671 5.170 1.824 11.666

B90 0.000 -34.671 -10.171 123.743 26.072 -123.743 -26.072 12.852 86.072 17.480 90.701 33.079 55.046 48.507 70.473 7.721 65.500 3.092 70.128 12.507 34.473 27.934 49.901

B90 4.925 -39.179 -13.968 129.470 26.433 -129.470 -26.433 20.332 96.941 25.024 101.634 41.671 64.654 57.312 80.295 5.390 71.220 0.698 75.912 15.949 38.932 31.590 54.573

B91 0.000 -5.465 0.070 58.927 5.854 -58.927 -5.854 11.466 23.402 10.426 24.442 0.474 9.986 2.990 13.450 13.035 21.833 11.996 22.872 2.044 8.417 1.420 11.881

B91 4.925 -9.363 -0.356 63.413 6.543 -63.413 -6.543 7.750 29.772 6.589 30.934 4.027 15.284 7.899 19.156 10.915 26.607 9.754 27.769 0.863 12.119 4.734 15.991

B91 0.000 -58.070 -24.061 214.436 34.771 -214.436 -34.771 27.216 154.101 33.389 160.274 64.425 102.491 84.999 123.065 14.266 112.619 8.093 118.792 22.943 61.009 43.517 81.583

B91 4.925 -68.299 -33.086 215.415 36.132 -215.415 -36.132 48.106 175.570 54.520 181.984 85.235 123.475 106.615 144.854 5.470 121.994 0.944 128.408 31.659 69.899 53.039 91.279

B92 0.000 -7.881 0.246 67.848 13.624 -67.848 -13.624 12.071 28.075 9.653 30.494 0.842 11.202 7.220 19.264 14.190 25.957 11.771 28.376 2.960 9.084 5.102 17.146

B92 4.925 -6.750 -0.235 66.118 13.369 -66.118 -13.369 12.413 26.710 10.040 29.083 1.489 10.248 6.422 18.159 14.673 24.450 12.300 26.823 3.749 7.988 4.162 15.899

B92 0.000 -62.768 -30.320 222.176 46.296 -222.176 -46.296 35.800 167.265 44.018 175.483 72.225 111.664 99.619 139.058 13.350 118.115 5.132 126.333 23.074 62.514 50.468 89.908

B92 4.925 -48.198 -19.982 227.499 46.337 -227.499 -46.337 6.399 141.014 14.625 149.240 43.918 84.303 71.337 111.721 28.042 106.573 19.816 114.798 9.477 49.861 36.895 77.280

B93 0.000 -7.080 -0.365 65.544 6.923 -65.544 -6.923 11.145 27.638 9.916 28.867 0.995 12.630 5.092 16.727 13.634 25.149 12.405 26.378 1.494 10.141 2.603 14.238

B93 4.925 -7.188 0.536 66.315 6.961 -66.315 -6.961 12.148 27.092 10.912 28.327 0.144 11.916 4.263 16.035 13.768 25.471 12.533 26.707 1.476 10.296 2.643 14.415

B93 0.000 -48.498 -20.113 226.111 37.322 -226.111 -37.322 8.101 141.895 14.726 148.520 47.200 87.338 69.284 109.422 26.561 107.232 19.936 113.858 12.537 52.675 34.621 74.759

B93 4.925 -61.862 -29.776 219.042 36.848 -219.042 -36.848 35.935 165.545 42.476 172.086 73.667 112.550 95.471 134.354 12.400 117.211 5.859 123.752 25.332 64.216 47.136 86.019

B94 0.000 -7.305 0.789 72.259 13.222 -72.259 -13.222 14.575 28.182 12.228 30.529 2.348 10.479 5.475 18.302 15.977 26.779 13.630 29.126 3.751 9.076 4.073 16.900

B94 4.825 -6.801 -1.541 79.603 13.274 -79.603 -13.274 15.027 32.075 12.671 34.432 1.290 12.840 6.564 20.695 18.608 28.494 16.252 30.850 4.872 9.259 2.983 17.113

B94 0.000 -64.093 -30.302 231.679 47.735 -231.679 -47.735 34.433 171.521 42.906 179.995 72.528 113.654 100.773 141.900 15.097 121.991 6.624 130.465 22.998 64.124 51.243 92.370

B94 4.825 -31.289 -12.694 251.163 50.020 -251.163 -50.020 28.507 120.110 19.628 128.989 13.149 57.735 42.747 87.332 50.588 98.029 41.709 106.908 8.931 35.654 20.666 65.251

B95 0.000 -64.863 -30.598 0.000 0.000 0.000 0.000 108.434 108.434 108.434 108.434 108.434 108.434 108.434 108.434 58.377 58.377 58.377 58.377 58.377 58.377 58.377 58.377

B95 2.030 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

4.925

4.925

4.925

4.925

4.925

4.925

4.925

4.925

4.925

4.925

4.925

4.925

4.925

4.825

4.825

VIGA40X50

VIGA30X50

VIGA40X50

VIGA30X50

VIGA40X50

VIGA30X50

VIGA25X50

VIGA30X50

VIGA40X50

VIGA30X50

VIGA40X50

VIGA30X50

VIGA40X50

VIGA30X50

VIGA40X50

0.40 0.45

0.30 0.45

0.40 0.45

0.30 0.45

0.40 0.45

0.30 0.45

0.25 0.45

0.40 0.45

0.30 0.45

0.40 0.45

0.30 0.45

0.30 0.45

0.40 0.45

0.40 0.45

0.30 0.45

N+4.45 2.030 VIGA30X50 0.30 0.45

Page 170: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CHEQUEO DE CORTANTE DE ACUERDO A C.21.3.3 (a)

f'c = 21.1 MPa Mn = Momentos nominales de la viga en cada extremo restringido de la luz libre.

fy = 420 MPa Vg = Cortante calculado para cargas gravitacionales mayoradas.

Φ Cortante = 0.75 Vm = Cortante debido a flexion en curvatura inversa.

Estribos Φ = 9.5 mm Vu = Vm + Vg

Av = 71 mm2

R= 3.38

COMBDIS3 COMBDIS4 COMBDIS5 COMBDIS6 COMBDIS7 COMBDIS8 COMBDIS9 COMBDIS10 COMBDIS11 COMBDIS12 COMBDIS13 COMBDIS14 COMBDIS15 COMBDIS16 COMBDIS17 COMBDIS18

(kN) (kN)

Vm = Mnl + Mnr / lnVg

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)RESISTENCIA A CORTANTE PARA VIGAS

CHEQUEO PARA LA CONDICIÓN DESCRITA EN C.21.3.3 (a)

91.38

166.35

10.77

10.51

166.46

91.28

8.80

12.47

77.46

74.65

12.93

8.34

56.00

69.61

9.54

11.74

208.19

174.48

10.75

10.53

166.32

91.41

10.90

10.38

91.94

165.80

9.78

11.06

167.76

81.12

124.92

0.00

14.553 56.632 16.693 58.771 26.785 39.408 33.916 46.540 3.226 39.948 3.209 42.088 10.101 22.725 17.233 29.856

3.561 9.957 2.866 10.653 0.359 4.414 2.677 6.733 4.451 9.068 3.755 9.763 0.531 3.525 1.788 5.843

10.674 59.409 13.576 62.311 24.345 38.965 34.020 48.640 5.894 42.841 4.257 45.743 7.777 22.397 17.452 32.072

3.057 10.020 2.622 10.456 1.723 4.935 2.463 6.386 4.014 9.064 3.578 9.499 1.044 3.979 1.507 5.430

2.282 49.433 0.450 52.164 12.631 28.145 21.737 37.252 12.457 39.258 9.725 41.989 2.456 17.970 11.562 27.076

3.814 9.496 3.010 10.300 1.962 3.899 2.586 6.579 4.547 8.762 3.744 9.566 1.070 3.166 1.853 5.845

6.738 37.160 8.630 39.053 15.178 24.304 21.486 30.613 2.662 27.760 0.770 29.653 5.778 14.905 12.086 21.213

3.902 10.797 3.455 11.244 0.914 5.131 2.211 6.620 4.863 9.836 4.416 10.282 0.590 4.170 1.250 5.659

15.294 66.938 17.849 69.494 30.388 45.881 38.907 54.400 4.007 47.637 1.835 50.193 11.087 26.580 19.605 35.099

4.971 11.124 3.999 12.097 0.473 4.355 2.770 7.599 5.860 10.235 4.888 11.208 1.362 3.466 1.881 6.710

8.568 62.595 11.907 65.934 23.582 39.790 34.712 50.920 8.405 45.622 5.066 48.961 6.609 22.817 17.739 33.947

4.730 11.113 4.229 11.613 0.231 4.984 1.899 6.652 5.564 10.278 5.064 10.779 0.603 4.150 1.065 5.818

8.941 62.424 11.615 65.098 24.541 40.586 33.453 49.498 7.911 45.572 5.238 48.246 7.689 23.734 16.600 32.645

6.135 12.489 5.160 13.463 0.754 4.833 2.495 8.082 7.168 11.456 6.193 12.430 1.787 3.800 1.462 7.049

13.045 60.442 12.961 64.038 17.757 35.521 29.745 47.509 13.614 45.600 10.017 49.196 6.617 20.679 14.904 32.668

53.416 53.416 53.416 53.416 53.416 53.416 53.416 53.416 28.757 28.757 28.757 28.757 28.757 28.757 28.757 28.757

Page 171: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CHEQUEO DE CORTANTE DE ACUERDO A C.21.3.3 (a)

f'c = 21.1 MPa Mn = Momentos nominales de la viga en cada extremo restringido de la luz libre.

fy = 420 MPa Vg = Cortante calculado para cargas gravitacionales mayoradas.

Φ Cortante = 0.75 Vm = Cortante debido a flexion en curvatura inversa.

Estribos Φ = 9.5 mm Vu = Vm + Vg

Av = 71 mm2

R= 3.38

COMBDIS3 COMBDIS4 COMBDIS5 COMBDIS6 COMBDIS7 COMBDIS8 COMBDIS9 COMBDIS10 COMBDIS11 COMBDIS12 COMBDIS13 COMBDIS14 COMBDIS15 COMBDIS16 COMBDIS17 COMBDIS18

(kN) (m) (kN) (kN) (kN)

SΦVn > Vumax

Vu = Vm + Vg

(kN)

ΦVc ΦVnΦVsVu max

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)RESISTENCIA A CORTANTE PARA VIGAS

CHEQUEO PARA LA CONDICIÓN DESCRITA EN C.21.3.3 (a)

105.937 148.016 108.077 150.155 118.169 130.792 125.300 137.924 94.610 131.332 94.593 133.472 101.485 114.109 108.617 121.240

166.352 166.352 166.352 166.352 166.352 166.352 166.352 166.352 166.352 166.352 166.352 166.352 166.352 166.352 166.352 166.352

14.329 20.725 13.634 21.421 11.127 15.182 13.445 17.501 15.219 19.836 14.523 20.531 11.299 14.293 12.556 16.611

10.508 10.508 10.508 10.508 10.508 10.508 10.508 10.508 10.508 10.508 10.508 10.508 10.508 10.508 10.508 10.508

177.130 225.865 180.032 228.767 190.801 205.421 200.476 215.096 172.350 209.297 170.713 212.199 174.233 188.853 183.908 198.528

91.280 91.280 91.280 91.280 91.280 91.280 91.280 91.280 91.280 91.280 91.280 91.280 91.280 91.280 91.280 91.280

11.861 18.824 11.426 19.260 10.527 13.739 11.267 15.190 12.818 17.868 12.382 18.303 9.848 12.783 10.311 14.234

12.472 12.472 12.472 12.472 12.472 12.472 12.472 12.472 12.472 12.472 12.472 12.472 12.472 12.472 12.472 12.472

79.746 126.897 77.914 129.628 90.095 105.609 99.201 114.716 89.921 116.722 87.189 119.453 79.920 95.434 89.026 104.540

74.652 74.652 74.652 74.652 74.652 74.652 74.652 74.652 74.652 74.652 74.652 74.652 74.652 74.652 74.652 74.652

16.746 22.428 15.942 23.232 14.894 16.831 15.518 19.511 17.479 21.694 16.676 22.498 14.002 16.098 14.785 18.777

8.344 8.344 8.344 8.344 8.344 8.344 8.344 8.344 8.344 8.344 8.344 8.344 8.344 8.344 8.344 8.344

62.738 93.160 64.630 95.053 71.178 80.304 77.486 86.613 58.662 83.760 56.770 85.653 61.778 70.905 68.086 77.213

69.608 69.608 69.608 69.608 69.608 69.608 69.608 69.608 69.608 69.608 69.608 69.608 69.608 69.608 69.608 69.608

13.442 20.337 12.995 20.784 10.454 14.671 11.751 16.160 14.403 19.376 13.956 19.822 10.130 13.710 10.790 15.199

11.736 11.736 11.736 11.736 11.736 11.736 11.736 11.736 11.736 11.736 11.736 11.736 11.736 11.736 11.736 11.736

223.482 275.126 226.037 277.682 238.576 254.069 247.095 262.588 212.195 255.825 210.023 258.381 219.275 234.768 227.793 243.287

174.480 174.480 174.480 174.480 174.480 174.480 174.480 174.480 174.480 174.480 174.480 174.480 174.480 174.480 174.480 174.480

15.719 21.872 14.747 22.845 11.221 15.103 13.518 18.347 16.608 20.983 15.636 21.956 12.110 14.214 12.629 17.458

10.528 10.528 10.528 10.528 10.528 10.528 10.528 10.528 10.528 10.528 10.528 10.528 10.528 10.528 10.528 10.528

174.892 228.919 178.231 232.258 189.906 206.114 201.036 217.244 174.729 211.946 171.390 215.285 172.933 189.141 184.063 200.271

91.412 91.412 91.412 91.412 91.412 91.412 91.412 91.412 91.412 91.412 91.412 91.412 91.412 91.412 91.412 91.412

15.626 22.009 15.125 22.509 11.127 15.880 12.795 17.548 16.460 21.174 15.960 21.675 11.499 15.046 11.961 16.714

10.380 10.380 10.380 10.380 10.380 10.380 10.380 10.380 10.380 10.380 10.380 10.380 10.380 10.380 10.380 10.380

100.877 154.360 103.551 157.034 116.477 132.522 125.389 141.434 99.847 137.508 97.174 140.182 99.625 115.670 108.536 124.581

165.800 165.800 165.800 165.800 165.800 165.800 165.800 165.800 165.800 165.800 165.800 165.800 165.800 165.800 165.800 165.800

15.915 22.269 14.940 23.243 10.534 14.613 12.275 17.862 16.948 21.236 15.973 22.210 11.567 13.580 11.242 16.829

11.064 11.064 11.064 11.064 11.064 11.064 11.064 11.064 11.064 11.064 11.064 11.064 11.064 11.064 11.064 11.064

180.805 228.202 180.721 231.798 185.517 203.281 197.505 215.269 181.374 213.360 177.777 216.956 174.377 188.439 182.664 200.428

81.120 81.120 81.120 81.120 81.120 81.120 81.120 81.120 81.120 81.120 81.120 81.120 81.120 81.120 81.120 81.120

178.336 178.336 178.336 178.336 178.336 178.336 178.336 178.336 153.677 153.677 153.677 153.677 153.677 153.677 153.677 153.677

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

21.4 0.11 178.92 77.51 256.43

19.3 0.11 178.92 77.51 256.43

166.4 0.11 178.92 103.35 282.27

23.2 0.11 178.92 77.51 256.43

228.8 0.11 178.92 103.35 282.27

20.8 0.11 178.92 77.51 256.43

129.6 0.11 178.92 103.35 282.27

22.8 0.11 178.92 77.51 256.43

95.1 0.11 178.92 64.60 243.52

22.5 0.11 178.92 77.51 256.43

277.7 0.11 178.92 103.35 282.27

23.2 0.11 178.92 77.51 256.43

232.3 0.11 178.92 103.35 282.27

165.8 0.11 178.92 103.35 282.27

231.8 0.11 178.92 103.35 282.27

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

77.51 256.43 OK178.3 0.11 178.92

Page 172: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CHEQUEO DE CORTANTE DE ACUERDO A C.21.3.3 (b)

f'c = 21.0 MPa 2VE = Cortante maximo obtenido de las combinaciones de carga de diseño COMDIS3 = 1.2C.M.+1.0C.V.+(2*(1.0Ex))+(2*(0.3Ey)) COMDIS9 = 1.2C.M.+1.0C.V.+(2*(0.3Ex))+(2*(1.0(-Ey))) COMDIS15 = 0.9C.M.+(2*(0.3Ex))+(2*(1.0Ey))

fy = 420 MPa que incluyan E, considerando E, como el doble del prescrito por el COMDIS4 = 1.2C.M.+1.0C.V.+(2*(1.0(-Ex)))+(2*(0.3Ey))) COMDIS10 = 1.2C.M.+1.0C.V.+(2*(0.3(-Ex)))+(2*(1.0(-Ey))) COMDIS16 = 0.9C.M.+(2*(0.3(-Ex)))+(2*(1.0Ey))

Φ Cortante = 0.75 reglamento general legalmente adoptado para diseño sismico vigente. COMDIS5 = 1.2C.M.+1.0C.V.+(2*(1.0Ex))+(2*(0.3(-Ey))) COMDIS11 = 0.9C.M.+(2*(1.0Ex))+(2*(0.3Ey)) COMDIS17 = 0.9C.M.+(2*(0.3Ex))+(2*(1.0(-Ey)))

Estribos Φ = 9.5 mm COMDIS6 = 1.2C.M.+1.0C.V.+(2*(1.0(-Ex)))+(2*(0.3(-Ey))) COMDIS12 = 0.9C.M.+(2*(1.0(-Ex)))+(2*(0.3Ey)) COMDIS17 = 0.9C.M.+(2*(0.3(-Ex)))+(2*(1.0(-Ey)))

Av = 71 mm2 COMDIS7 = 1.2C.M.+1.0C.V.+(2*(0.3Ex))+(2*(1.0Ey)) COMDIS13 = 0.9C.M.+(2*(1.0Ex))+(2*(0.3(-Ey)))

R= 3.38 COMDIS8 = 1.2C.M.+1.0C.V.+(2*(0.3(-Ex)))+(2*(1.0Ey)) COMDIS14 = 0.9C.M.+(2*(1.0(-Ex)))+(2*(0.3(-Ey)))

VIGA

ELEMENTO b d C.M. C.V. SISMO X SISMO Y -SISMO X -SISMO Y

No. (m) (m) (m) (m) (KN.m) (KN.m) (KN.m) (KN.m) (KN.m) (KN.m) COMBDIS3 COMBDIS4 COMBDIS5 COMBDIS6 COMBDIS7 COMBDIS8 COMBDIS9 COMBDIS10 COMBDIS11 COMBDIS12 COMBDIS13 COMBDIS14 COMBDIS15 COMBDIS16 COMBDIS17 COMBDIS18 (kN) (m) (kN) (kN) (kN)

B1 0 0 0 0 0 0 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

B1 2.03 63.9 30.15 0 0 0 0 106.830 106.830 106.830 106.830 106.830 106.830 106.830 106.830 57.510 57.510 57.510 57.510 57.510 57.510 57.510 57.510

B2 0 -8.39 -0.29 60.98 8.48 -60.98 -8.48 8.436 27.647 6.931 29.152 2.437 13.262 7.454 18.279 11.243 24.840 9.738 26.345 0.370 10.455 4.647 15.472

B2 4.825 8.98 -0.29 60.98 8.48 -60.98 -8.48 29.280 6.803 27.775 8.308 18.407 7.582 13.390 2.565 26.876 9.207 25.371 10.712 16.003 5.178 10.986 0.161

B2 0 -44.15 -13.65 198.4 36.64 -198.4 -36.64 4.680 122.076 11.184 128.580 38.180 73.399 59.861 95.080 22.215 95.181 15.711 101.685 11.285 46.504 32.966 68.185

B2 4.825 51.14 15.45 198.4 36.64 -198.4 -36.64 138.768 21.372 132.264 14.868 105.268 70.049 83.587 48.368 107.976 9.420 101.472 15.924 74.476 39.257 52.795 17.576

B3 0 -9.02 0.16 56.58 8.7 -56.58 -8.7 6.848 26.631 5.303 28.176 3.068 13.112 8.216 18.260 9.394 24.085 7.849 25.630 0.522 10.566 5.670 15.714

B3 4.925 8.71 0.16 56.58 8.7 -56.58 -8.7 28.124 5.355 26.579 6.900 18.208 8.164 13.060 3.016 25.351 8.128 23.806 9.673 15.435 5.391 10.287 0.243

B3 0 -43.57 -10.24 177.9 34.36 -177.9 -34.36 6.841 112.107 12.941 118.207 36.568 68.148 56.900 88.480 16.470 88.796 10.370 94.896 13.257 44.837 33.589 65.169

B3 4.925 43.02 10.45 177.9 34.36 -177.9 -34.36 117.757 12.491 111.657 6.391 88.030 56.450 67.698 36.118 94.401 10.865 88.301 16.965 64.674 33.094 44.342 12.762

B4 0 -8.4 -0.08 56.42 6.98 -56.42 -6.98 7.152 26.233 5.913 27.472 3.087 13.103 7.217 17.233 9.752 23.633 8.513 24.872 0.487 10.503 4.617 14.633

B4 4.925 9.33 -0.08 56.42 6.98 -56.42 -6.98 28.428 4.957 27.189 6.196 18.189 8.173 14.059 4.043 25.709 7.676 24.470 8.915 15.470 5.454 11.340 1.324

B4 0 -49.71 -16.14 181.38 33.32 -181.38 -33.32 19.172 126.497 25.087 132.412 49.835 82.033 69.551 101.749 11.881 95.444 5.966 101.359 18.782 50.980 38.498 70.696

B4 4.925 65.49 28.69 181.38 33.32 -181.38 -33.32 163.898 56.573 157.983 50.658 133.235 101.037 113.519 81.321 115.561 8.236 109.646 2.321 84.898 52.700 65.182 32.984

B5 0 -9.42 -0.07 52.66 9.66 -52.66 -9.66 5.063 26.096 3.348 27.811 3.842 13.190 9.558 18.906 7.959 23.200 6.244 24.915 0.946 10.294 6.662 16.010

B5 4.925 8.31 -0.07 52.66 9.66 -52.66 -9.66 26.339 4.820 24.624 6.535 17.434 8.086 11.718 2.370 23.916 7.243 22.201 8.958 15.011 5.663 9.295 0.053

B5 0 -64.98 -28.23 163.78 33.04 -163.78 -33.04 54.818 151.729 60.683 157.594 81.894 110.968 101.444 130.518 7.094 104.005 12.959 109.870 34.170 63.244 53.720 82.794

B5 4.925 50.22 16.59 163.78 33.04 -163.78 -33.04 128.242 31.331 122.377 25.466 101.166 72.092 81.616 52.542 96.586 0.325 90.721 6.190 69.510 40.436 49.960 20.886

B6 0 -8.41 -0.08 48.24 5.5 -48.24 -5.5 4.588 23.956 3.612 24.932 4.263 12.826 7.518 16.081 7.191 21.353 6.215 22.329 1.660 10.223 4.915 13.478

B6 4.925 9.32 -0.08 48.24 5.5 -48.24 -5.5 25.864 2.680 24.888 3.656 17.013 8.450 13.758 5.195 23.148 5.396 22.172 6.372 14.297 5.734 11.042 2.479

B6 0 -52.3 -18.23 141.38 23.66 -141.38 -23.66 37.062 120.718 41.262 124.918 61.441 86.539 75.441 100.539 3.142 86.798 7.342 90.998 27.521 52.619 41.521 66.619

B6 4.925 81.64 42.4 141.38 23.66 -141.38 -23.66 184.296 100.640 180.096 96.440 159.917 134.819 145.917 120.819 117.404 33.748 113.204 29.548 93.025 67.927 79.025 53.927

B7 0 -8.98 0.14 47.32 9.38 -47.32 -9.38 4.197 23.803 2.531 25.469 3.661 12.061 9.211 17.611 6.751 21.249 5.085 22.915 1.107 9.507 6.657 15.057

B7 4.925 8.75 0.14 47.32 9.38 -47.32 -9.38 25.473 2.527 23.807 4.193 17.615 9.215 12.065 3.665 22.708 5.292 21.042 6.958 14.850 6.450 9.300 0.900

B7 0 -80.93 -42.07 163.12 33.18 -163.12 -33.18 87.981 184.501 93.871 190.391 114.891 143.848 134.524 163.481 21.632 118.152 27.522 124.042 48.542 77.499 68.175 97.132

B7 4.925 53.01 18.56 163.12 33.18 -163.12 -33.18 133.377 36.857 127.487 30.967 106.467 77.510 86.834 57.877 98.914 2.394 93.024 3.496 72.004 43.047 52.371 23.414

B8 0 -8.96 -0.24 47.4 5.42 -47.4 -5.42 3.513 24.535 2.551 25.497 5.181 13.596 8.388 16.803 6.441 21.607 5.479 22.569 2.253 10.668 5.460 13.875

B8 4.925 8.77 -0.24 47.4 5.42 -47.4 -5.42 24.789 3.259 23.827 4.221 16.095 7.680 12.888 4.473 22.398 5.650 21.436 6.612 13.704 5.289 10.497 2.082

B8 0 -55.91 -19.96 162.9 27.94 -162.9 -27.94 36.377 132.767 41.337 137.727 64.327 93.244 80.860 109.777 0.356 96.034 4.604 100.994 27.594 56.511 44.127 73.044

B8 4.925 141.94 70.82 162.9 27.94 -162.9 -27.94 291.823 195.433 286.863 190.473 263.873 234.956 247.340 218.423 178.421 82.031 173.461 77.071 150.471 121.554 133.938 105.021

B9 0 -8.87 0.31 48.2 9.24 -48.2 -9.24 4.746 23.774 3.106 25.414 3.322 11.878 8.790 17.346 7.097 21.423 5.457 23.063 0.971 9.527 6.439 14.995

B9 4.925 8.86 0.31 48.2 9.24 -48.2 -9.24 26.022 2.498 24.382 4.138 17.954 9.398 12.486 3.930 23.054 5.466 21.414 7.106 14.986 6.430 9.518 0.962

B9 0 -82.6 -42.79 141.42 29.6 -141.42 -29.6 97.443 181.123 102.697 186.377 120.601 145.705 138.115 163.219 29.873 113.553 35.127 118.807 53.031 78.135 70.545 95.649

B9 4.925 51.34 17.84 141.42 29.6 -141.42 -29.6 123.915 40.235 118.661 34.981 100.757 75.653 83.243 58.139 90.673 6.993 85.419 1.739 67.515 42.411 50.001 24.897

B10 0 -8.63 -0.1 52.38 5.02 -52.38 -5.02 5.487 25.507 4.595 26.399 4.322 13.620 7.292 16.590 8.176 22.818 7.284 23.710 1.633 10.931 4.603 13.901

B10 4.925 9.1 -0.1 52.38 5.02 -52.38 -5.02 26.763 4.231 25.871 5.123 16.954 7.656 13.984 4.686 24.133 6.861 23.241 7.753 14.324 5.026 11.354 2.056

B10 0 -52.19 -18.28 163.18 26.8 -163.18 -26.8 30.251 126.807 35.009 131.565 58.496 87.462 74.354 103.320 3.686 92.870 1.072 97.628 24.559 53.525 40.417 69.383

B10 4.925 81.75 42.35 163.18 26.8 -163.18 -26.8 191.107 94.551 186.349 89.793 162.862 133.896 147.004 118.038 124.232 27.676 119.474 22.918 95.987 67.021 80.129 51.163

B11 0 -9.39 0.05 60.26 8.34 -60.26 -8.34 7.351 28.306 5.870 29.787 3.402 14.099 8.337 19.034 10.118 25.539 8.637 27.020 0.635 11.332 5.570 16.267

B11 4.925 8.34 0.05 60.26 8.34 -60.26 -8.34 28.627 7.030 27.146 8.511 17.874 7.177 12.939 2.242 26.075 9.582 24.594 11.063 15.322 4.625 10.387 0.310

B11 0 -81.77 -42.36 182.64 36.92 -182.64 -36.92 83.172 191.243 89.725 197.796 113.350 145.772 135.196 167.618 16.281 124.352 22.834 130.905 46.459 78.881 68.305 100.727

B11 4.925 52.17 18.27 182.64 36.92 -182.64 -36.92 138.186 30.115 131.633 23.562 108.008 75.586 86.162 53.740 104.265 3.806 97.712 10.359 74.087 41.665 52.241 19.819

B12 0 -8.66 -0.2 60.12 4.94 -60.12 -4.94 7.633 27.941 6.757 28.817 3.794 14.467 6.717 17.390 10.431 25.143 9.555 26.019 0.996 11.669 3.919 14.592

B12 4.925 9.07 -0.2 60.12 4.94 -60.12 -4.94 28.909 6.665 28.033 7.541 17.482 6.809 14.559 3.886 26.388 9.186 25.512 10.062 14.961 4.288 12.038 1.365

B12 0 -52.26 -18.35 179.2 30.72 -179.2 -30.72 25.318 131.353 30.771 136.806 56.068 87.879 74.245 106.056 8.710 97.325 3.257 102.778 22.040 53.851 40.217 72.028

B12 4.925 81.68 42.28 179.2 30.72 -179.2 -30.72 196.040 90.005 190.587 84.552 165.290 133.479 147.113 115.302 129.256 23.221 123.803 17.768 98.506 66.695 80.329 48.518

B13 0 -8.8 0.45 60.86 9.46 -60.86 -9.46 8.736 27.276 7.056 28.956 1.909 12.713 7.507 18.311 10.926 25.086 9.246 26.766 0.281 10.523 5.317 16.121

B13 4.825 8.57 0.45 60.86 9.46 -60.86 -9.46 29.580 6.432 27.900 8.112 18.935 8.131 13.337 2.533 26.559 9.453 24.879 11.133 15.914 5.110 10.316 0.488

B13 0 -83.45 -42.53 197.88 39.82 -197.88 -39.82 80.591 197.680 87.660 204.749 113.326 148.452 136.888 172.014 13.026 130.115 20.095 137.184 45.761 80.887 69.323 104.449

B13 4.825 46.34 15.67 197.88 39.82 -197.88 -39.82 133.357 16.268 126.288 9.199 100.622 65.496 77.060 41.934 103.785 13.304 96.716 20.373 71.050 35.924 47.488 12.362

B16 0 -7.69 -0.28 9.96 62.06 -9.96 -62.06 1.053 6.946 12.070 17.963 9.737 7.969 26.985 28.753 1.534 4.359 9.483 15.376 12.324 10.556 24.398 26.166

B16 4.82 9.66 -0.28 9.96 62.06 -9.96 -62.06 19.767 13.874 8.750 2.857 30.557 28.789 6.165 7.933 17.149 11.256 6.132 0.239 27.939 26.171 8.783 10.551

B16 0 -42.7 -12.37 16.96 171.78 -16.96 -171.78 43.346 53.381 73.839 83.874 11.282 14.293 112.927 115.938 18.166 28.201 48.659 58.694 13.898 10.887 87.747 90.758

B16 4.82 52.46 16.67 16.96 171.78 -16.96 -171.78 99.886 89.851 69.393 59.358 131.950 128.939 30.305 27.294 67.478 57.443 36.985 26.950 99.542 96.531 2.103 5.114

B17 0 -40.55 -23.93 10.6 216.04 -10.6 -216.04 50.279 56.551 88.629 94.901 7.732 9.614 135.566 137.448 14.184 20.456 52.534 58.806 28.363 26.481 99.471 101.353

B17 4.82 36.14 21.24 10.6 216.04 -10.6 -216.04 86.919 80.647 48.569 42.297 129.466 127.584 1.632 0.250 54.837 48.565 16.487 10.215 97.384 95.502 30.450 32.332

B18 0 -10.67 -1.62 21.14 122.8 -21.14 -122.8 2.730 9.779 19.069 31.578 23.784 20.031 48.879 52.632 7.551 4.958 14.248 26.757 28.605 24.852 44.058 47.811

B18 4.82 12.46 -1.62 21.14 122.8 -21.14 -122.8 30.486 17.977 8.687 3.822 51.540 47.787 21.123 24.876 28.368 15.859 6.569 5.940 49.422 45.669 23.241 26.994

B18 0 -43.51 -25.58 18.52 259.24 -18.52 -259.24 49.303 60.262 95.322 106.281 0.550 2.738 152.846 156.134 10.670 21.629 56.689 67.648 39.183 35.895 114.213 117.501

B18 4.82 88.7 61.54 18.52 259.24 -18.52 -259.24 196.469 185.510 150.450 139.491 246.322 243.034 92.926 89.638 108.319 97.360 62.300 51.341 158.172 154.884 4.776 1.488

B19 0 -52.76 -32.46 1.92 338.6 -1.92 -338.6 65.151 66.287 125.257 126.393 4.576 4.235 195.779 196.120 16.863 17.999 76.969 78.105 52.864 52.523 147.491 147.832

B19 4.82 113.89 83.71 1.92 338.6 -1.92 -338.6 250.999 249.863 190.893 189.757 320.726 320.385 120.371 120.030 133.122 131.986 73.016 71.880 202.849 202.508 2.494 2.153

B20 0 -10.67 -1.31 15.32 150.1 -15.32 -150.1 3.741 5.324 22.904 31.969 31.654 28.935 57.163 59.882 8.252 0.813 18.393 27.458 36.165 33.446 52.652 55.371

B20 4.82 12.46 -1.31 15.32 150.1 -15.32 -150.1 31.497 22.432 4.852 4.213 59.410 56.691 29.407 32.126 29.069 20.004 2.424 6.641 56.982 54.263 31.835 34.554

B20 0 -50.77 -30.14 15.1 324.82 -15.1 -324.82 57.766 66.701 115.427 124.362 6.377 3.696 185.824 188.505 12.395 21.330 70.056 78.991 51.748 49.067 140.453 143.134

B20 4.82 115.87 86.02 15.1 324.82 -15.1 -324.82 258.362 249.427 200.701 191.766 322.505 319.824 130.304 127.623 137.581 128.646 79.920 70.985 201.724 199.043 9.523 6.842

N+4.45 4.925 0.40

N+8.90 4.925 VIGA30X50

N+4.45 4.925 VIGA40X50 0.40 0.45

VIGA30X50 0.30 0.45

178.92

282.03

178.92 77.33 256.25

103.11152.3

OK20.4 0.11

OK178.920.11

OK103.11 282.03

N+8.90 4.925

0.30 0.45

233.5 0.110.45

20.8 0.11

VIGA40X50

256.25 OK

N+4.45 4.925 VIGA40X50 0.40

N+8.90 4.925 VIGA30X50 0.30

OK

OK103.11 282.03

178.92 256.2577.33

77.33

0.11

4.925 VIGA40X50 0.40

0.45

149.1 178.920.45

21.4 0.11 178.92

N+8.90 0.45

158.2

77.3323.8 0.11 178.92

0.40

OK103.11 282.030.11 178.92N+4.45 0.45 152.9

OK

N+8.90 4.925 VIGA30X50 0.450.30

256.25

N+4.45 4.925 VIGA40X50

4.925 VIGA30X50 0.30

178.920.45

23.1 0.11 178.92 OK

0.11 103.11 282.03 OK

N+4.45 4.925 VIGA40X50 0.40 OK0.11

0.45

156.8

77.33 256.25

103.11 282.03178.920.45

OK

N+4.45 4.825 VIGA40X50 0.40 OK103.11 282.03

N+8.90 178.924.825 256.25VIGA30X50 0.30

0.45

163.80.45

24.4 0.11 178.92 256.25 OKN+8.90 4.82 VIGA30X50 0.30

N+4.45 4.82 VIGA40X50 0.40 0.45

0.11

0.45

105.6 OK103.11 282.03178.92

OK

OK103.11 282.03

0.11 178.92

0.11

103.11 282.03N+4.45 4.82

N+4.45 4.82 VIGA50X50 0.50

N+8.90 4.82 VIGA40X50 0.40

VIGA40X50 0.40

307.80

110.0

0.45

42.10.45

197.1 128.88178.92 OK

N+4.45 4.82 VIGA50X50 0.50 OK128.88178.920.45 307.80

N+8.90 4.82 47.9 0.11 178.92

N+4.45 4.82

0.45

VIGA50X50 0.50

282.03VIGA40X50 0.40

258.00.45 OK128.88 307.80

OK103.11

0.11 178.92

0.11 178.92

77.330.11 178.92

0.11

77.33

77.33

256.6

0.11

0.11 178.92

178.92

23.7 0.11

N+4.45 4.925 VIGA40X50 0.40 282.03

N+8.90 4.925 VIGA30X50 0.30

147.4

256.25 OK

0.45 20.4

0.45

256.25 OK

0.45

103.11 OK

20.7

0.45 0.11 178.92 103.11

0.11

126.1

178.92 77.33N+8.90 4.925 VIGA30X50 0.30

N+4.45 4.925 VIGA40X50 0.40

OK22.2 0.11 178.92 77.33

OK282.03

N+8.90 4.925 VIGA30X50 0.30 0.45 256.25

N+4.45

282.03 OK131.1 0.11 178.92

0.45 77.33

0.45 103.11

OK22.7 0.11 178.92

N+4.45 4.925 VIGA40X50 0.40

N+8.90 4.925

4.925 VIGA40X50 0.40

256.25

282.03178.920.45 103.11

VIGA30X50 0.30

OK94.6 0.11

OK22.5 0.11 178.92 77.33

N+4.45 4.825 VIGA40X50 0.40

N+8.90 4.925 VIGA30X50 0.30

0.45

256.25

178.92 103.11 282.03

0.45

OK

OK23.4 0.11 178.92

111.0 0.11

S

256.250.11

N+8.90 4.825 77.33 256.25VIGA30X50 0.30 0.45

ΦVn > 2VEmax

OK

ΦVc

77.33

ΦVnΦVs

178.9285.50.30 0.45

V2

NIVEL

VIGA30X50

LONG.LOC.

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BOGOTÁ (CUNDINAMARCA)RESISTENCIA A CORTANTE PARA VIGAS

CHEQUEO PARA LA CONDICIÓN DESCRITA EN C.21.3.3 (b)

2.03

SECCION

PROPIEDADES DEL ELEMENTO

Combinaciones de carga de diseño para el doble del cortante donde se incluya E

2VE

N+4.45

2V E max

Page 173: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CHEQUEO DE CORTANTE DE ACUERDO A C.21.3.3 (b)

f'c = 21.0 MPa 2VE = Cortante maximo obtenido de las combinaciones de carga de diseño COMDIS3 = 1.2C.M.+1.0C.V.+(2*(1.0Ex))+(2*(0.3Ey)) COMDIS9 = 1.2C.M.+1.0C.V.+(2*(0.3Ex))+(2*(1.0(-Ey))) COMDIS15 = 0.9C.M.+(2*(0.3Ex))+(2*(1.0Ey))

fy = 420 MPa que incluyan E, considerando E, como el doble del prescrito por el COMDIS4 = 1.2C.M.+1.0C.V.+(2*(1.0(-Ex)))+(2*(0.3Ey))) COMDIS10 = 1.2C.M.+1.0C.V.+(2*(0.3(-Ex)))+(2*(1.0(-Ey))) COMDIS16 = 0.9C.M.+(2*(0.3(-Ex)))+(2*(1.0Ey))

Φ Cortante = 0.75 reglamento general legalmente adoptado para diseño sismico vigente. COMDIS5 = 1.2C.M.+1.0C.V.+(2*(1.0Ex))+(2*(0.3(-Ey))) COMDIS11 = 0.9C.M.+(2*(1.0Ex))+(2*(0.3Ey)) COMDIS17 = 0.9C.M.+(2*(0.3Ex))+(2*(1.0(-Ey)))

Estribos Φ = 9.5 mm COMDIS6 = 1.2C.M.+1.0C.V.+(2*(1.0(-Ex)))+(2*(0.3(-Ey))) COMDIS12 = 0.9C.M.+(2*(1.0(-Ex)))+(2*(0.3Ey)) COMDIS17 = 0.9C.M.+(2*(0.3(-Ex)))+(2*(1.0(-Ey)))

Av = 71 mm2 COMDIS7 = 1.2C.M.+1.0C.V.+(2*(0.3Ex))+(2*(1.0Ey)) COMDIS13 = 0.9C.M.+(2*(1.0Ex))+(2*(0.3(-Ey)))

R= 3.38 COMDIS8 = 1.2C.M.+1.0C.V.+(2*(0.3(-Ex)))+(2*(1.0Ey)) COMDIS14 = 0.9C.M.+(2*(1.0(-Ex)))+(2*(0.3(-Ey)))

VIGA

ELEMENTO b d C.M. C.V. SISMO X SISMO Y -SISMO X -SISMO Y

No. (m) (m) (m) (m) (KN.m) (KN.m) (KN.m) (KN.m) (KN.m) (KN.m) COMBDIS3 COMBDIS4 COMBDIS5 COMBDIS6 COMBDIS7 COMBDIS8 COMBDIS9 COMBDIS10 COMBDIS11 COMBDIS12 COMBDIS13 COMBDIS14 COMBDIS15 COMBDIS16 COMBDIS17 COMBDIS18 (kN) (m) (kN) (kN) (kN)

SΦVn > 2VEmax

ΦVc ΦVnΦVsV2

NIVELLONG.LOC.

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BOGOTÁ (CUNDINAMARCA)RESISTENCIA A CORTANTE PARA VIGAS

CHEQUEO PARA LA CONDICIÓN DESCRITA EN C.21.3.3 (b)

SECCION

PROPIEDADES DEL ELEMENTO

Combinaciones de carga de diseño para el doble del cortante donde se incluya E

2VE2V E max

B21 0 -52.44 -31.85 12.08 367.64 -12.08 -367.64 58.573 65.721 123.835 130.983 15.063 12.919 202.475 204.619 10.991 18.139 76.253 83.401 62.645 60.501 154.893 157.037

B21 4.82 114.21 84.32 12.08 367.64 -12.08 -367.64 257.577 250.429 192.315 185.167 331.213 329.069 113.675 111.531 138.994 131.846 73.732 66.584 212.630 210.486 4.908 7.052

B22 0 -8.93 -0.57 6.42 111.06 -6.42 -111.06 0.471 3.328 19.244 23.043 22.142 21.002 43.574 44.714 3.720 0.079 15.995 19.794 25.391 24.251 40.325 41.465

B22 4.82 8.42 -0.57 6.42 111.06 -6.42 -111.06 21.291 17.492 1.576 2.223 42.962 41.822 22.754 23.894 19.335 15.536 0.380 4.179 41.006 39.866 24.710 25.850

B22 0 -47.17 -15.96 14.78 322.18 -14.78 -322.18 39.595 48.341 96.787 105.533 24.067 21.444 166.572 169.195 9.484 18.230 66.676 75.422 54.178 51.555 136.461 139.084

B22 4.82 82.42 42.12 14.78 322.18 -14.78 -322.18 173.993 165.247 116.801 108.055 237.655 235.032 47.016 44.393 107.147 98.401 49.955 41.209 170.809 168.186 19.830 22.453

B30 0 -75.84 -45.09 5.6 62.56 -5.6 -62.56 128.889 132.202 139.994 143.307 117.092 118.086 154.110 155.104 61.047 64.360 72.152 75.465 49.250 50.244 86.268 87.262

B30 9.75 58.32 28.59 5.6 62.56 -5.6 -62.56 105.783 102.470 94.678 91.365 117.580 116.586 80.562 79.568 59.697 56.384 48.592 45.279 71.494 70.500 34.476 33.482

B34 0 -9.22 0.07 7.64 51.94 -7.64 -51.94 4.124 8.644 13.344 17.864 5.051 3.695 25.683 27.039 1.428 5.948 10.648 15.168 7.747 6.391 22.987 24.343

B34 4.93 8.53 0.07 7.64 51.94 -7.64 -51.94 17.176 12.656 7.956 3.436 26.351 24.995 4.383 5.739 14.547 10.027 5.327 0.807 23.722 22.366 7.012 8.368

B34 0 -57.77 -22.15 13.48 131.74 -13.48 -131.74 75.793 83.769 99.179 107.155 51.301 53.694 129.254 131.647 36.312 44.288 59.698 67.674 11.820 14.213 89.773 92.166

B34 4.93 50.52 16.8 13.48 131.74 -13.48 -131.74 93.105 85.129 69.719 61.743 117.597 115.204 39.644 37.251 61.149 53.173 37.763 29.787 85.641 83.248 7.688 5.295

B35 0 -23.73 -9.29 6.5 136.02 -6.5 -136.02 23.770 27.616 47.916 51.762 3.054 1.900 77.432 78.586 7.361 11.207 31.507 35.353 19.463 18.309 61.023 62.177

B35 4.93 30.87 16.8 6.5 136.02 -6.5 -136.02 67.840 63.994 43.694 39.848 94.664 93.510 14.178 13.024 41.779 37.933 17.633 13.787 68.603 67.449 11.883 13.037

B36 0 -12.99 0 15.94 96.6 -15.94 -96.6 2.298 11.730 19.446 28.878 14.407 11.577 42.753 45.583 1.599 7.833 15.549 24.981 18.304 15.474 38.856 41.686

B36 4.93 10.67 0 15.94 96.6 -15.94 -96.6 26.094 16.662 8.946 0.486 42.799 39.969 14.361 17.191 22.893 13.461 5.745 3.687 39.598 36.768 17.562 20.392

B36 0 -154.54 -117.31 15.02 203.28 -15.02 -203.28 280.272 289.159 316.357 325.244 241.283 243.949 361.567 364.233 116.600 125.487 152.685 161.572 77.611 80.277 197.895 200.561

B36 4.93 92.7 66.28 15.02 203.28 -15.02 -203.28 200.006 191.119 163.921 155.034 238.995 236.329 118.711 116.045 105.916 97.029 69.831 60.944 144.905 142.239 24.621 21.955

B37 0 -117 -85.23 2.66 170.64 -2.66 -170.64 209.697 211.271 239.989 241.563 174.909 175.381 275.879 276.351 89.367 90.941 119.659 121.233 54.579 55.051 155.549 156.021

B37 4.93 56.62 36.26 2.66 170.64 -2.66 -170.64 120.137 118.563 89.845 88.271 154.925 154.453 53.955 53.483 66.891 65.317 36.599 35.025 101.679 101.207 0.709 0.237

B38 0 -12.14 0.43 11.12 118.28 -11.12 -118.28 0.350 6.930 21.346 27.926 21.843 19.869 48.145 50.119 2.862 3.718 18.134 24.714 25.055 23.081 44.933 46.907

B38 4.93 11.52 0.43 11.12 118.28 -11.12 -118.28 28.042 21.462 7.046 0.466 50.235 48.261 19.753 21.727 24.156 17.576 3.160 3.420 46.349 44.375 23.639 25.613

B38 0 -116.37 -98 11.82 252.78 -11.82 -252.78 211.711 218.705 256.583 263.577 161.808 163.906 311.382 313.480 78.800 85.794 123.672 130.666 28.897 30.995 178.471 180.569

B38 4.93 57.25 82.25 11.82 252.78 -11.82 -252.78 176.883 169.889 132.011 125.017 226.786 224.688 77.212 75.114 77.458 70.464 32.586 25.592 127.361 125.263 22.213 24.311

B39 0 -116.64 -84.99 10.22 237.5 -10.22 -237.5 200.854 206.902 243.014 249.062 153.785 155.599 294.317 296.131 80.872 86.920 123.032 129.080 33.803 35.617 174.335 176.149

B39 4.93 56.99 36.51 10.22 237.5 -10.22 -237.5 129.002 122.954 86.842 80.794 176.071 174.257 35.539 33.725 75.395 69.347 33.235 27.187 122.464 120.650 18.068 19.882

B40 0 -9.05 0.16 5.22 91.12 -5.22 -91.12 1.068 4.157 17.243 20.332 16.722 15.795 37.195 38.122 1.487 1.602 14.688 17.777 19.277 18.350 34.640 35.567

B40 4.93 8.69 0.16 5.22 91.12 -5.22 -91.12 20.220 17.131 4.045 0.956 38.010 37.083 15.907 16.834 17.453 14.364 1.278 1.811 35.243 34.316 18.674 19.601

B40 0 -82.01 -42.51 11.76 253.7 -11.76 -253.7 114.925 121.884 159.960 166.919 64.819 66.907 214.937 217.025 47.812 54.771 92.847 99.806 2.294 0.206 147.824 149.912

B40 4.93 52.13 18.24 11.76 253.7 -11.76 -253.7 106.793 99.834 61.758 54.799 156.899 154.811 6.781 4.693 72.914 65.955 27.879 20.920 123.020 120.932 27.098 29.186

B43 0 -38.78 -19.59 257.56 1.56 -257.56 -1.56 10.214 142.189 9.937 142.466 42.804 88.525 43.727 89.448 41.438 110.965 41.161 111.242 11.580 57.301 12.503 58.224

B43 4.825 34.33 17.66 257.56 1.56 -257.56 -1.56 135.196 17.207 134.919 17.484 82.178 36.457 81.255 35.534 107.237 45.166 106.960 45.443 54.219 8.498 53.296 7.575

B44 0 -21.86 -0.13 60.18 2.22 -60.18 -2.22 8.360 43.970 8.754 44.364 20.364 31.047 21.677 32.360 1.672 37.282 2.066 37.676 13.676 24.359 14.989 25.672

B44 9.75 24.94 -0.13 60.18 2.22 -60.18 -2.22 47.800 12.190 47.406 11.796 35.796 25.113 34.483 23.800 40.448 4.838 40.054 4.444 28.444 17.761 27.131 16.448

B46 0 -32.53 -17.01 215.16 1.82 -215.16 -1.82 7.772 119.541 7.449 119.864 36.410 74.605 37.487 75.682 34.541 92.772 34.218 93.095 9.641 47.836 10.718 48.913

B46 4.925 46.9 25.06 215.16 1.82 -215.16 -1.82 145.158 17.845 144.835 17.522 100.976 62.781 99.899 61.704 106.028 21.285 105.705 21.608 61.846 23.651 60.769 22.574

B47 0 -24.07 -0.21 48.56 1.82 -48.56 -1.82 14.566 43.299 14.889 43.622 24.245 32.866 25.322 33.943 7.135 35.868 7.458 36.191 16.814 25.435 17.891 26.512

B47 9.85 23.21 -0.21 48.56 1.82 -48.56 -1.82 42.170 13.437 41.847 13.114 32.491 23.870 31.414 22.793 35.417 6.684 35.094 6.361 25.738 17.117 24.661 16.040

B48 0 -43.5 -22.87 158.2 1.1 -158.2 -1.1 28.168 121.777 28.363 121.972 60.703 88.786 61.354 89.437 7.752 85.857 7.557 86.052 24.783 52.866 25.434 53.517

B48 4.925 35.94 19.2 158.2 1.1 -158.2 -1.1 109.230 15.621 109.035 15.426 76.695 48.612 76.044 47.961 79.248 14.361 79.053 14.556 46.713 18.630 46.062 17.979

B49 0 -54.3 -34.62 167.3 1.26 -167.3 -1.26 50.171 149.165 50.395 149.389 84.558 114.256 85.304 115.002 0.739 98.255 0.515 98.479 33.648 63.346 34.394 64.092

B49 4.925 119.02 86.64 167.3 1.26 -167.3 -1.26 279.073 180.079 278.849 179.855 244.686 214.988 243.940 214.242 156.727 57.733 156.503 57.509 122.340 92.642 121.594 91.896

B50 0 -23.53 0.04 48.26 1.98 -48.26 -1.98 13.742 42.298 14.094 42.650 23.327 31.894 24.498 33.065 6.723 35.279 7.075 35.631 16.308 24.875 17.479 26.046

B50 9.85 23.75 0.04 48.26 1.98 -48.26 -1.98 42.994 14.438 42.642 14.086 33.409 24.842 32.238 23.671 35.829 7.273 35.477 6.921 26.244 17.677 25.073 16.506

B51 0 -116.96 -84.95 169.28 1.08 -169.28 -1.08 175.123 275.289 175.315 275.481 209.958 240.007 210.597 240.646 55.085 155.251 55.277 155.443 89.920 119.969 90.559 120.608

B51 4.925 56.36 36.32 169.28 1.08 -169.28 -1.08 154.131 53.965 153.939 53.773 119.296 89.247 118.657 88.608 100.903 0.737 100.711 0.545 66.068 36.019 65.429 35.380

B52 0 -56.4 -36.28 169.44 1 -169.44 -1 53.741 154.001 53.919 154.179 88.625 118.703 89.217 119.295 0.541 100.801 0.719 100.979 35.425 65.503 36.017 66.095

B52 4.925 109.81 78.98 169.44 1 -169.44 -1 260.971 160.711 260.793 160.533 226.087 196.009 225.495 195.417 149.048 48.788 148.870 48.610 114.164 84.086 113.572 83.494

B53 0 -23.6 -0.01 47.76 1.96 -47.76 -1.96 14.026 42.286 14.374 42.634 23.511 31.989 24.671 33.149 6.936 35.196 7.284 35.544 16.421 24.899 17.581 26.059

B53 9.85 23.68 -0.01 47.76 1.96 -47.76 -1.96 42.710 14.450 42.362 14.102 33.225 24.747 32.065 23.587 35.616 7.356 35.268 7.008 26.131 17.653 24.971 16.493

B54 0 -109.68 -79.16 166.56 1.16 -166.56 -1.16 161.395 259.951 161.601 260.157 195.649 225.216 196.336 225.903 49.331 147.887 49.537 148.093 83.585 113.152 84.272 113.839

B54 4.925 56.53 36.1 166.56 1.16 -166.56 -1.16 153.317 54.761 153.111 54.555 119.063 89.496 118.376 88.809 100.258 1.702 100.052 1.496 66.004 36.437 65.317 35.750

B55 0 -56.75 -36.34 166.34 1.14 -166.34 -1.14 55.126 153.552 55.328 153.754 89.339 118.867 90.013 119.541 1.761 100.187 1.963 100.389 35.974 65.502 36.648 66.176

B55 4.925 116.57 84.93 166.34 1.14 -166.34 -1.14 274.128 175.702 273.926 175.500 239.915 210.387 239.241 209.713 154.227 55.801 154.025 55.599 120.014 90.486 119.340 89.812

B56 0 -23.5 0.01 48.02 1.7 -48.02 -1.7 13.832 42.246 14.134 42.548 23.425 31.949 24.431 32.955 6.792 35.206 7.094 35.508 16.385 24.909 17.391 25.915

B56 9.85 23.78 0.01 48.02 1.7 -48.02 -1.7 42.904 14.490 42.602 14.188 33.311 24.787 32.305 23.781 35.760 7.346 35.458 7.044 26.167 17.643 25.161 16.637

B57 0 -116.58 -84.62 170.52 1.18 -170.52 -1.18 173.962 274.861 174.171 275.070 209.032 239.302 209.730 240.000 54.368 155.267 54.577 155.476 89.438 119.708 90.136 120.406

B57 4.925 56.75 36.64 170.52 1.18 -170.52 -1.18 155.294 54.395 155.085 54.186 120.224 89.954 119.526 89.256 101.629 0.730 101.420 0.521 66.559 36.289 65.861 35.591

B58 0 -56.78 -36.51 162.5 1.1 -162.5 -1.1 56.471 152.625 56.667 152.821 89.897 118.744 90.548 119.395 2.927 99.081 3.123 99.277 36.353 65.200 37.004 65.851

B58 4.925 116.53 84.75 162.5 1.1 -162.5 -1.1 272.761 176.607 272.565 176.411 239.335 210.488 238.684 209.837 153.052 56.898 152.856 56.702 119.626 90.779 118.975 90.128

B59 0 -24.73 0.32 58.68 2.26 -58.68 -2.26 11.794 46.516 12.196 46.918 23.479 33.896 24.816 35.233 4.695 39.417 5.097 39.819 16.380 26.797 17.717 28.134

B59 9.75 22.07 0.32 58.68 2.26 -58.68 -2.26 44.366 9.644 43.964 9.242 32.681 22.264 31.344 20.927 37.425 2.703 37.023 2.301 25.740 15.323 24.403 13.986

B60 0 -116.41 -84.95 210.36 1.5 -210.36 -1.5 162.272 286.746 162.538 287.012 205.527 242.869 206.415 243.757 42.399 166.873 42.665 167.139 85.654 122.996 86.542 123.884

B60 4.825 50.54 31.46 210.36 1.5 -210.36 -1.5 154.478 30.004 154.212 29.738 111.223 73.881 110.335 72.993 107.856 16.618 107.590 16.884 64.601 27.259 63.713 26.371

B61 0 -8.58 -0.02 7.76 50.84 -7.76 -50.84 3.508 8.099 12.533 17.124 5.414 4.037 24.669 26.046 0.914 5.505 9.939 14.530 8.008 6.631 22.075 23.452

B61 4.93 9.17 -0.02 7.76 50.84 -7.76 -50.84 17.792 13.201 8.767 4.176 26.714 25.337 3.369 4.746 15.061 10.470 6.036 1.445 23.983 22.606 6.100 7.477

B61 0 -50.48 -16.77 13.68 131.2 -13.68 -131.2 61.654 69.748 84.944 93.038 37.315 39.744 114.948 117.377 29.740 37.834 53.030 61.124 5.401 7.830 83.034 85.463

B61 4.93 57.81 22.18 13.68 131.2 -13.68 -131.2 107.244 99.150 83.954 75.860 131.583 129.154 53.950 51.521 67.721 59.627 44.431 36.337 92.060 89.631 14.427 11.998

B62 0 -31.79 -17.3 6.48 128.72 -6.48 -128.72 42.106 45.940 64.956 68.790 16.790 17.940 92.956 94.106 15.269 19.103 38.119 41.953 10.047 8.897 66.119 67.269

B62 4.93 21.42 7.62 6.48 128.72 -6.48 -128.72 46.666 42.832 23.816 19.982 71.982 70.832 4.184 5.334 32.620 28.786 9.770 5.936 57.936 56.786 18.230 19.380

B63 0 -10.79 -0.07 15.38 95.14 -15.38 -95.14 0.023 9.124 16.912 26.013 16.495 13.765 39.801 42.531 3.284 5.817 13.605 22.706 19.802 17.072 36.494 39.224

B63 4.93 12.88 -0.07 15.38 95.14 -15.38 -95.14 28.381 19.280 11.492 2.391 44.899 42.169 11.397 14.127 24.587 15.486 7.698 1.403 41.105 38.375 15.191 17.921

B63 0 -94.1 -67.55 14.6 202.1 -14.6 -202.1 158.213 166.852 194.088 202.727 119.381 121.973 238.967 241.559 62.433 71.072 98.308 106.947 23.601 26.193 143.187 145.779

B63 4.93 154.81 117.44 14.6 202.1 -14.6 -202.1 325.469 316.830 289.594 280.955 364.301 361.709 244.715 242.123 161.586 152.947 125.711 117.072 200.418 197.826 80.832 78.240

B64 0 -51.72 -32 2.7 182.82 -2.7 -182.82 77.039 78.636 109.492 111.089 39.736 40.215 147.913 148.392 29.523 31.120 61.976 63.573 7.780 7.301 100.397 100.876

B64 4.93 107.58 77.42 2.7 182.82 -2.7 -182.82 223.541 221.944 191.088 189.491 260.844 260.365 152.667 152.188 113.847 112.250 81.394 79.797 151.150 150.671 42.973 42.494

B65 0 -11.23 -0.04 11.1 118.04 -11.1 -118.04 0.245 6.323 20.709 27.277 22.392 20.422 47.454 49.424 3.654 2.914 17.300 23.868 25.801 23.831 44.045 46.015

B65 4.93 12.44 -0.04 11.1 118.04 -11.1 -118.04 28.649 22.081 7.695 1.127 50.796 48.826 19.050 21.020 24.957 18.389 4.003 2.565 47.104 45.134 22.742 24.712

B65 0 -54.72 -36.23 11.8 253.44 -11.8 -253.44 75.908 82.890 120.898 127.880 25.864 27.959 175.829 177.924 23.262 30.244 68.252 75.234 26.782 24.687 123.183 125.278

B65 4.93 104.59 73.19 11.8 253.44 -11.8 -253.44 224.684 217.702 179.694 172.712 274.728 272.633 124.763 122.668 120.117 113.135 75.127 68.145 170.161 168.066 20.196 18.101

B66 0 -57.43 -37 10.44 223 -10.44 -223 83.034 89.212 122.620 128.798 39.013 40.866 170.966 172.819 28.805 34.983 68.391 74.569 15.216 13.363 116.737 118.590

B66 4.93 116.2 84.5 10.44 223 -10.44 -223 246.822 240.644 207.236 201.058 290.843 288.990 158.890 157.037 127.462 121.284 87.876 81.698 171.483 169.630 39.530 37.677

B67 0 -8.94 -0.26 5.26 91.44 -5.26 -91.44 1.316 4.428 17.548 20.660 16.532 15.598 37.574 38.508 1.626 1.486 14.606 17.718 19.474 18.540 34.632 35.566

B67 4.93 8.8 -0.26 5.26 91.44 -5.26 -91.44 19.972 16.860 3.740 0.628 37.820 36.886 16.286 17.220 17.592 14.480 1.360 1.752 35.440 34.506 18.666 19.600

B67 0 -52.65 -18.47 11.9 254.18 -11.9 -254.18 55.569 62.610 100.690 107.731 5.393 7.505 155.795 157.907 21.304 28.345 66.425 73.466 28.872 26.760 121.530 123.642

B67 4.93 81.49 42.28 11.9 254.18 -11.9 -254.18 166.149 159.108 121.028 113.987 216.325 214.213 65.923 63.811 99.422 92.381 54.301 47.260 149.598 147.486 0.804 2.916

B68 0 -56.35 -26.88 5.42 66.52 -5.42 -66.52 86.992 90.199 98.801 102.008 74.338 75.301 113.699 114.662 43.207 46.414 55.016 58.223 30.553 31.516 69.914 70.877

B68 9.75 58.69 30.68 5.42 66.52 -5.42 -66.52 108.616 105.409 96.807 93.600 121.270 120.307 81.909 80.946 60.329 57.122 48.520 45.313 72.983 72.020 33.622 32.659

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

4.82

4.82

4.82

9.75

4.93

4.93

4.93

4.93

4.93

4.93

4.93

4.93

4.93

4.93

4.93

4.825

9.75

4.925

9.85

4.925

4.925

9.85

4.925

4.925

9.85

4.925

4.925

9.85

4.925

4.925

9.75

4.825

4.93

4.93

4.93

4.93

4.93

4.93

4.93

4.93

4.93

4.93

4.93

9.75

VIGA50X50

VIGA30X50

VIGA40X50

VIGA40X50

VIGA30X50

VIGA40X50

VIGA40X50

VIGA40X50

VIGA50X50

VIGA50X50

VIGA40X50

VIGA50X50

VIGA50X50

VIGA30X50

VIGA40X50

VIGA50X50

VIGA40X50

VIGA50X50

VIGA40X50

VIGA50X50

VIGA50X50

VIGA40X50

VIGA50X50

VIGA50X50

VIGA40X50

VIGA50X50

VIGA50X50

VIGA40X50

VIGA50X50

VIGA50X50

VIGA40X50

VIGA50X50

VIGA30X50

VIGA40X50

VIGA40X50

VIGA40X50

VIGA50X50

VIGA50X50

VIGA40X50

VIGA50X50

VIGA50X50

VIGA30X50

VIGA40X50

VIGA40X50

0.50

0.30

0.50

0.50

0.40

0.50

0.40

0.50

0.30

0.45

0.30 0.45

0.40 0.45

0.40 0.45

0.45

0.40 0.45

0.40 0.45

0.40 0.45

0.45

0.50 0.45

0.40 0.45

0.50 0.45

0.45

0.30 0.45

0.40 0.45

0.50 0.45

0.45

0.50 0.45

0.40 0.45

0.50 0.45

0.45

0.40 0.45

0.50 0.45

0.50 0.45

0.45

0.50 0.45

0.50 0.45

0.40 0.45

0.45

0.50 0.45

0.40 0.45

0.50 0.45

0.45

0.40 0.45

0.40 0.45

0.40 0.45

0.50 0.45

0.50 0.45

0.40 0.45

0.50 0.45

0.50 0.45

0.30 0.45

0.40 0.45

0.40 0.45

265.0 0.11 178.92 128.88

190.1 0.11 178.92 103.11

307.80

35.8 0.11 178.92 77.33 256.25

282.03

124.1 0.11 178.92 103.11 282.03

21.6 0.11 178.92 77.33 256.25

105.3 0.11 178.92 103.11 282.03

75.7 0.11 178.92 103.11 282.03

36.5 0.11 178.92 103.11 282.03

291.4 0.11 178.92 128.88 307.80

221.1 0.11 178.92 128.88 307.80

40.2 0.11 178.92 103.11 282.03

250.8 0.11 178.92 128.88 307.80

236.9 0.11 178.92 128.88 307.80

30.5 0.11 178.92 77.33 256.25

173.6 0.11 178.92 103.11 282.03

114.0 0.11 178.92 128.88 307.80

38.2 0.11 178.92 103.11 282.03

116.1 0.11 178.92 128.88 307.80

34.9 0.11 178.92 103.11 282.03

97.6 0.11 178.92 128.88 307.80

223.3 0.11 178.92 128.88 307.80

34.4 0.11 178.92 103.11 282.03

220.4 0.11 178.92 128.88 307.80

208.8 0.11 178.92 128.88 307.80

34.2 0.11 178.92 103.11 282.03

208.1 0.11 178.92 128.88 307.80

219.3 0.11 178.92 128.88 307.80

34.3 0.11 178.92 103.11 282.03

220.1 0.11 178.92 128.88 307.80

218.2 0.11 178.92 128.88 307.80

37.5 0.11 178.92 103.11 282.03

229.6 0.11 178.92 128.88 307.80

21.4 0.11 178.92 77.33 256.25

105.3 0.11 178.92 103.11 282.03

75.3 0.11 178.92 103.11 282.03

35.9 0.11 178.92 103.11 282.03

291.4 0.11 178.92 128.88 307.80

208.7 0.11 178.92 128.88 307.80

40.6 0.11 178.92 103.11 282.03

219.8 0.11 178.92 128.88 307.80

232.7 0.11 178.92 128.88 307.80

30.8 0.11 178.92 77.33 256.25

173.1 0.11 178.92 103.11 282.03

97.0 0.11 178.92 103.11 282.03

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Page 174: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTORBOGOTÁ (CUNDINAMARCA)

CHEQUEO DE CORTANTE DE ACUERDO A C.21.3.3 (b)

f'c = 21.0 MPa 2VE = Cortante maximo obtenido de las combinaciones de carga de diseño COMDIS3 = 1.2C.M.+1.0C.V.+(2*(1.0Ex))+(2*(0.3Ey)) COMDIS9 = 1.2C.M.+1.0C.V.+(2*(0.3Ex))+(2*(1.0(-Ey))) COMDIS15 = 0.9C.M.+(2*(0.3Ex))+(2*(1.0Ey))

fy = 420 MPa que incluyan E, considerando E, como el doble del prescrito por el COMDIS4 = 1.2C.M.+1.0C.V.+(2*(1.0(-Ex)))+(2*(0.3Ey))) COMDIS10 = 1.2C.M.+1.0C.V.+(2*(0.3(-Ex)))+(2*(1.0(-Ey))) COMDIS16 = 0.9C.M.+(2*(0.3(-Ex)))+(2*(1.0Ey))

Φ Cortante = 0.75 reglamento general legalmente adoptado para diseño sismico vigente. COMDIS5 = 1.2C.M.+1.0C.V.+(2*(1.0Ex))+(2*(0.3(-Ey))) COMDIS11 = 0.9C.M.+(2*(1.0Ex))+(2*(0.3Ey)) COMDIS17 = 0.9C.M.+(2*(0.3Ex))+(2*(1.0(-Ey)))

Estribos Φ = 9.5 mm COMDIS6 = 1.2C.M.+1.0C.V.+(2*(1.0(-Ex)))+(2*(0.3(-Ey))) COMDIS12 = 0.9C.M.+(2*(1.0(-Ex)))+(2*(0.3Ey)) COMDIS17 = 0.9C.M.+(2*(0.3(-Ex)))+(2*(1.0(-Ey)))

Av = 71 mm2 COMDIS7 = 1.2C.M.+1.0C.V.+(2*(0.3Ex))+(2*(1.0Ey)) COMDIS13 = 0.9C.M.+(2*(1.0Ex))+(2*(0.3(-Ey)))

R= 3.38 COMDIS8 = 1.2C.M.+1.0C.V.+(2*(0.3(-Ex)))+(2*(1.0Ey)) COMDIS14 = 0.9C.M.+(2*(1.0(-Ex)))+(2*(0.3(-Ey)))

VIGA

ELEMENTO b d C.M. C.V. SISMO X SISMO Y -SISMO X -SISMO Y

No. (m) (m) (m) (m) (KN.m) (KN.m) (KN.m) (KN.m) (KN.m) (KN.m) COMBDIS3 COMBDIS4 COMBDIS5 COMBDIS6 COMBDIS7 COMBDIS8 COMBDIS9 COMBDIS10 COMBDIS11 COMBDIS12 COMBDIS13 COMBDIS14 COMBDIS15 COMBDIS16 COMBDIS17 COMBDIS18 (kN) (m) (kN) (kN) (kN)

SΦVn > 2VEmax

ΦVc ΦVnΦVsV2

NIVELLONG.LOC.

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BOGOTÁ (CUNDINAMARCA)RESISTENCIA A CORTANTE PARA VIGAS

CHEQUEO PARA LA CONDICIÓN DESCRITA EN C.21.3.3 (b)

SECCION

PROPIEDADES DEL ELEMENTO

Combinaciones de carga de diseño para el doble del cortante donde se incluya E

2VE2V E max

B74 0 -9.07 0.4 9.62 62.72 -9.62 -62.72 2.071 7.763 13.205 18.897 8.926 7.218 28.186 29.894 0.250 5.442 10.884 16.576 11.247 9.539 25.865 27.573

B74 4.82 8.29 0.4 9.62 62.72 -9.62 -62.72 18.761 13.069 7.627 1.935 29.758 28.050 7.354 9.062 15.874 10.182 4.740 0.952 26.871 25.163 10.241 11.949

B74 0 -52.11 -16.37 17.08 172.78 -17.08 -172.78 58.513 68.620 89.184 99.291 26.268 29.300 128.504 131.536 26.510 36.617 57.181 67.288 5.735 2.703 96.501 99.533

B74 4.82 43.05 12.67 17.08 172.78 -17.08 -172.78 84.719 74.612 54.048 43.941 116.964 113.932 14.728 11.696 59.134 49.027 28.463 18.356 91.379 88.347 10.857 13.889

B75 0 -29.36 -15.35 10.22 252.76 -10.22 -252.76 25.124 31.171 69.993 76.040 25.106 23.292 124.456 126.270 0.966 7.013 45.835 51.882 49.264 47.450 100.298 102.112

B75 4.82 28.2 13.69 10.22 252.76 -10.22 -252.76 72.988 66.941 28.119 22.072 123.218 121.404 26.344 28.158 50.838 44.791 5.969 0.078 101.068 99.254 48.494 50.308

B76 0 -11.59 1.64 21.46 122.38 -21.46 -122.38 4.943 7.755 16.781 29.479 25.844 22.034 46.570 50.380 6.780 5.918 14.944 27.642 27.681 23.871 44.733 48.543

B76 4.82 11.54 1.64 21.46 122.38 -21.46 -122.38 32.699 20.001 10.975 1.723 53.600 49.790 18.814 22.624 27.597 14.899 5.873 6.825 48.498 44.688 23.916 27.726

B76 0 -88.82 -61.61 18.86 259.64 -18.86 -259.64 139.569 150.729 185.659 196.819 89.703 93.051 243.337 246.685 51.313 62.473 97.403 108.563 1.447 4.795 155.081 158.429

B76 4.82 43.39 25.51 18.86 259.64 -18.86 -259.64 106.203 95.043 60.113 48.953 156.069 152.721 2.435 0.913 67.676 56.516 21.586 10.426 117.542 114.194 36.092 39.440

B77 0 -141.43 -107.27 1.3 280.46 -1.3 -280.46 251.708 252.478 301.494 302.264 193.894 194.125 359.847 360.078 102.009 102.779 151.795 152.565 44.195 44.426 210.148 210.379

B77 4.82 74.74 50.67 1.3 280.46 -1.3 -280.46 165.636 164.866 115.850 115.080 223.450 223.219 57.497 57.266 92.544 91.774 42.758 41.988 150.358 150.127 15.595 15.826

B78 0 -13.2 0.41 15.4 150.94 -15.4 -150.94 2.523 6.589 24.271 33.383 30.594 27.860 58.720 61.454 6.073 3.039 20.721 29.833 34.144 31.410 55.170 57.904

B78 4.82 9.94 0.41 15.4 150.94 -15.4 -150.94 30.291 21.179 3.497 5.615 58.362 55.628 30.952 33.686 26.899 17.787 0.105 9.007 54.970 52.236 34.344 37.078

B78 0 -125.69 -94.7 15.14 320.92 -15.14 -320.92 212.565 221.523 269.533 278.491 149.237 151.925 339.131 341.819 80.158 89.116 137.126 146.084 16.830 19.518 206.724 209.412

B78 4.82 70.92 46.73 15.14 320.92 -15.14 -320.92 164.797 155.839 107.829 98.871 228.125 225.437 38.231 35.543 96.791 87.833 39.823 30.865 160.119 157.431 29.775 32.463

B79 0 -115.4 -84.44 12.74 436.02 -12.74 -436.02 180.451 187.989 257.851 265.389 92.789 95.051 350.789 353.051 61.391 68.929 138.791 146.329 26.271 24.009 231.729 233.991

B79 4.82 51.24 31.72 12.74 436.02 -12.74 -436.02 135.677 128.139 58.277 50.739 223.339 221.077 34.661 36.923 88.585 81.047 11.185 3.647 176.247 173.985 81.753 84.015

B80 0 -9.08 0.48 6.06 112.64 -6.06 -112.64 1.375 2.211 18.621 22.207 23.447 22.372 43.204 44.279 3.619 0.033 16.377 19.963 25.691 24.616 40.960 42.035

B80 4.82 8.27 0.48 6.06 112.64 -6.06 -112.64 22.195 18.609 2.199 1.387 44.267 43.192 22.384 23.459 19.234 15.648 0.762 4.348 41.306 40.231 25.345 26.420

B80 0 -82.97 -42.41 14.62 323.46 -14.62 -323.46 108.939 117.590 166.358 175.009 44.978 47.573 236.375 238.970 41.638 50.289 99.057 107.708 22.323 19.728 169.074 171.669

B80 4.82 46.63 15.67 14.62 323.46 -14.62 -323.46 104.661 96.010 47.242 38.591 168.622 166.027 22.775 25.370 75.002 66.351 17.583 8.932 138.963 136.368 52.434 55.029

B83 0 -8.13 -0.09 62.52 8.6 -62.52 -8.6 9.414 27.580 7.888 29.106 1.753 12.851 6.841 17.939 11.943 25.051 10.417 26.577 0.776 10.322 4.312 15.410

B83 4.825 9.24 -0.09 62.52 8.6 -62.52 -8.6 30.258 6.736 28.732 8.262 19.091 7.993 14.003 2.905 27.576 9.418 26.050 10.944 16.409 5.311 11.321 0.223

B83 0 -44.69 -14.07 199.7 36.7 -199.7 -36.7 5.358 123.523 11.873 130.038 39.115 74.565 60.831 96.281 22.119 96.046 15.604 102.561 11.638 47.088 33.354 68.804

B83 4.825 50.61 15.03 199.7 36.7 -199.7 -36.7 138.102 19.937 131.587 13.422 104.345 68.895 82.629 47.179 107.889 10.276 101.374 16.791 74.132 38.682 52.416 16.966

B84 0 -8.87 0.16 53.28 9.58 -53.28 -9.58 6.130 25.397 4.429 27.098 2.921 12.379 8.589 18.047 8.631 22.896 6.930 24.597 0.420 9.878 6.088 15.546

B84 4.925 8.86 0.16 53.28 9.58 -53.28 -9.58 27.406 4.121 25.705 5.822 18.355 8.897 12.687 3.229 24.588 6.939 22.887 8.640 15.537 6.079 9.869 0.411

B84 0 -31.14 0.13 178.98 34.9 -178.98 -34.9 18.812 87.093 12.617 93.288 11.027 42.798 31.678 63.449 28.024 77.881 21.829 84.076 1.815 33.586 22.466 54.237

B84 4.925 30.91 0.13 178.98 34.9 -178.98 -34.9 93.272 12.633 87.077 18.828 63.433 31.662 42.782 11.011 83.869 22.036 77.674 28.231 54.030 22.259 33.379 1.608

B85 0 -8.67 -0.25 53.66 7.22 -53.66 -7.22 5.863 25.889 4.581 27.171 3.755 13.281 8.027 17.553 8.714 23.038 7.432 24.320 0.904 10.430 5.176 14.702

B85 4.925 9.06 -0.25 53.66 7.22 -53.66 -7.22 27.139 4.613 25.857 5.895 17.521 7.995 13.249 3.723 24.671 7.081 23.389 8.363 15.053 5.527 10.781 1.255

B85 0 -49.06 -15.53 182.12 32.96 -182.12 -32.96 17.595 125.358 23.446 131.209 48.486 80.815 67.989 100.318 12.653 95.110 6.802 100.961 18.238 50.567 37.741 70.070

B85 4.925 66.14 29.29 182.12 32.96 -182.12 -32.96 165.465 57.702 159.614 51.851 134.574 102.245 115.071 82.742 116.333 8.570 110.482 2.719 85.442 53.113 65.939 33.610

B86 0 -9.56 0 50.26 9.14 -50.26 -9.14 4.209 25.531 2.587 27.153 4.307 13.229 9.715 18.637 7.077 22.663 5.455 24.285 1.439 10.361 6.847 15.769

B86 4.925 8.17 0 50.26 9.14 -50.26 -9.14 25.485 4.255 23.863 5.877 16.969 8.047 11.561 2.639 23.034 6.706 21.412 8.328 14.518 5.596 9.110 0.188

B86 0 -64.95 -28.22 165.38 33.12 -165.38 -33.12 54.291 152.149 60.171 158.029 81.682 111.040 101.280 130.638 6.586 104.444 12.466 110.324 33.977 63.335 53.575 82.933

B86 4.925 50.25 16.6 165.38 33.12 -165.38 -33.12 128.769 30.911 122.889 25.031 101.378 72.020 81.780 52.422 97.094 0.764 91.214 6.644 69.703 40.345 50.105 20.747

B87 0 -8.51 -0.09 46.2 5.5 -46.2 -5.5 3.855 23.482 2.878 24.459 4.574 12.775 7.829 16.030 6.498 20.839 5.521 21.816 1.931 10.132 5.186 13.387

B87 4.925 9.22 -0.09 46.2 5.5 -46.2 -5.5 25.131 2.206 24.154 3.183 16.702 8.501 13.447 5.246 22.455 4.882 21.478 5.859 14.026 5.825 10.771 2.570

B87 0 -52.02 -18.1 142.22 24.1 -142.22 -24.1 36.308 120.462 40.586 124.740 60.771 86.017 75.031 100.277 2.602 86.756 6.880 91.034 27.065 52.311 41.325 66.571

B87 4.925 81.92 42.53 142.22 24.1 -142.22 -24.1 185.050 100.896 180.772 96.618 160.587 135.341 146.327 121.081 117.944 33.790 113.666 29.512 93.481 68.235 79.221 53.975

B88 0 -9.16 0.14 44.58 7.82 -44.58 -7.82 3.031 23.347 1.643 24.735 4.582 12.495 9.209 17.122 5.639 20.739 4.251 22.127 1.974 9.887 6.601 14.514

B88 4.925 8.57 0.14 44.58 7.82 -44.58 -7.82 24.307 2.071 22.919 3.459 16.694 8.781 12.067 4.154 21.596 4.782 20.208 6.170 13.983 6.070 9.356 1.443

B88 0 -81.86 -42.64 164.72 32.7 -164.72 -32.7 89.236 186.703 95.041 192.508 116.577 145.818 135.926 165.167 22.038 119.505 27.843 125.310 49.379 78.620 68.728 97.969

B88 4.925 52.08 17.99 164.72 32.7 -164.72 -32.7 132.122 34.655 126.317 28.850 104.781 75.540 85.432 56.191 98.508 1.041 92.703 4.764 71.167 41.926 51.818 22.577

B89 0 -7.83 0.37 43.12 4.88 -43.12 -4.88 4.165 21.350 3.298 22.217 3.755 11.409 6.643 14.297 6.144 19.371 5.277 20.238 1.776 9.430 4.664 12.318

B89 4.925 9.9 0.37 43.12 4.88 -43.12 -4.88 25.441 0.074 24.574 0.941 17.521 9.867 14.633 6.979 22.101 3.414 21.234 4.281 14.181 6.527 11.293 3.639

B89 0 -46.82 -13.3 174.78 30.78 -174.78 -30.78 15.042 118.462 20.506 123.926 44.864 75.891 63.077 94.104 12.304 91.116 6.840 96.580 17.518 48.545 35.731 66.758

B89 4.925 45.69 12.39 174.78 30.78 -174.78 -30.78 121.660 18.240 116.196 12.776 91.838 60.811 73.625 42.598 95.563 7.857 90.099 13.321 65.741 34.714 47.528 16.501

B90 0 -10.07 -0.53 44.72 9.06 -44.72 -9.06 1.421 25.041 0.187 26.649 5.964 13.903 11.325 19.264 4.972 21.490 3.364 23.098 2.413 10.352 7.774 15.713

B90 4.925 7.66 -0.53 44.72 9.06 -44.72 -9.06 22.697 3.765 21.089 5.373 15.312 7.373 9.951 2.012 20.929 5.533 19.321 7.141 13.544 5.605 8.183 0.244

B90 0 -36.04 -7.97 102.82 21.32 -102.82 -21.32 18.906 79.746 22.690 83.530 35.784 54.036 48.400 66.652 0.124 60.964 3.908 64.748 17.002 35.254 29.618 47.870

B90 4.925 41.38 12.47 102.82 21.32 -102.82 -21.32 94.438 33.598 90.654 29.814 77.560 59.308 64.944 46.692 69.554 8.714 65.770 4.930 52.676 34.424 40.060 21.808

B91 0 -8.07 0.09 49.52 5 -49.52 -5 5.501 23.801 4.613 24.689 3.719 12.510 6.678 15.469 7.832 21.470 6.944 22.358 1.388 10.179 4.347 13.138

B91 4.925 9.66 0.09 49.52 5 -49.52 -5 26.777 2.525 25.889 3.413 17.557 8.766 14.598 5.807 23.789 5.513 22.901 6.401 14.569 5.778 11.610 2.819

B91 0 -111.89 -46.2 174.56 28.8 -174.56 -28.8 126.267 229.557 131.379 234.669 156.454 187.441 173.495 204.482 46.500 149.790 51.612 154.902 76.687 107.674 93.728 124.715

B91 4.925 85.96 44.58 174.56 28.8 -174.56 -28.8 201.933 98.643 196.821 93.531 171.746 140.759 154.705 123.718 131.565 28.275 126.453 23.163 101.378 70.391 84.337 53.350

B92 0 -9.09 0.1 54.4 10.96 -54.4 -10.96 6.259 25.930 4.314 27.875 2.737 12.394 9.222 18.879 8.886 23.303 6.941 25.248 0.110 9.767 6.595 16.252

B92 4.925 8.64 0.1 54.4 10.96 -54.4 -10.96 27.535 4.654 25.590 6.599 18.539 8.882 12.054 2.397 24.843 7.346 22.898 9.291 15.847 6.190 9.362 0.295

B92 0 -81.91 -42.52 182.6 37.62 -182.6 -37.62 83.449 191.497 90.127 198.175 113.475 145.889 135.735 168.149 16.356 124.404 23.034 131.082 46.382 78.796 68.642 101.056

B92 4.925 52.03 18.11 182.6 37.62 -182.6 -37.62 137.909 29.861 131.231 23.183 107.883 75.469 85.623 53.209 104.190 3.858 97.512 10.536 74.164 41.750 51.904 19.490

B93 0 -8.84 -0.18 53.54 5.64 -53.54 -5.64 5.553 26.128 4.552 27.129 4.367 13.871 7.705 17.209 8.385 23.296 7.384 24.297 1.535 11.039 4.873 14.377

B93 4.925 8.89 -0.18 53.54 5.64 -53.54 -5.64 26.829 4.852 25.828 5.853 16.909 7.405 13.571 4.067 24.342 7.339 23.341 8.340 14.422 4.918 11.084 1.580

B93 0 -52.28 -18.25 180.78 30.12 -180.78 -30.12 24.827 131.798 30.174 137.145 56.029 88.120 73.852 105.943 9.107 97.864 3.760 103.211 22.095 54.186 39.918 72.009

B93 4.925 81.66 42.38 180.78 30.12 -180.78 -30.12 196.531 89.560 191.184 84.213 165.329 133.238 147.506 115.415 129.653 22.682 124.306 17.335 98.451 66.360 80.628 48.537

B94 0 -8.79 0.48 62.94 10.96 -62.94 -10.96 9.526 27.717 7.581 29.662 1.239 12.412 7.724 18.897 11.683 25.560 9.738 27.505 0.918 10.255 5.567 16.740

B94 4.825 8.58 0.48 62.94 10.96 -62.94 -10.96 30.370 6.873 28.425 8.818 19.605 8.432 13.120 1.947 27.316 9.927 25.371 11.872 16.551 5.378 10.066 1.107

B94 0 -83.2 -42.45 200.14 40.52 -200.14 -40.52 79.481 197.907 86.673 205.099 112.538 148.066 136.514 172.042 12.071 130.497 19.263 137.689 45.128 80.656 69.104 104.632

B94 4.825 46.6 15.75 200.14 40.52 -200.14 -40.52 134.479 16.053 127.287 8.861 101.422 65.894 77.446 41.918 104.749 13.677 97.557 20.869 71.692 36.164 47.716 12.188

B95 0 -63.9 -30.15 0 0 0 0 106.830 106.830 106.830 106.830 106.830 106.830 106.830 106.830 57.510 57.510 57.510 57.510 57.510 57.510 57.510 57.510

B95 2.03 0 0 0 0 0 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00085.5 0.11 178.92 77.33 256.25 OK2.03 VIGA30X50 0.30 0.45N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

N+8.90

N+4.45

4.82

4.82

4.82

4.82

4.82

4.82

4.82

4.82

4.82

4.82

4.82

4.825

4.825

4.925

4.925

4.925

4.925

4.925

4.925

4.925

4.925

4.925

4.925

4.925

4.925

4.925

4.925

4.925

4.925

4.925

4.925

4.925

4.925

4.825

4.825

VIGA30X50

VIGA40X50

VIGA40X50

VIGA40X50

VIGA50X50

VIGA50X50

VIGA40X50

VIGA50X50

VIGA50X50

VIGA30X50

VIGA40X50

VIGA30X50

VIGA40X50

VIGA30X50

VIGA40X50

VIGA30X50

VIGA40X50

VIGA30X50

VIGA40X50

VIGA30X50

VIGA40X50

VIGA30X50

VIGA40X50

VIGA30X50

VIGA40X50

VIGA30X50

VIGA25X50

VIGA30X50

VIGA40X50

VIGA30X50

VIGA40X50

VIGA30X50

VIGA40X50

VIGA30X50

VIGA40X50

0.30 0.45

0.40 0.45

0.40 0.45

0.40 0.45

0.50 0.45

0.50 0.45

0.40 0.45

0.50 0.45

0.50 0.45

0.30 0.45

0.40 0.45

0.30 0.45

0.40 0.45

0.30 0.45

0.40 0.45

0.30 0.45

0.40 0.45

0.30 0.45

0.40 0.45

0.30 0.45

0.40 0.45

0.30 0.45

0.40 0.45

0.30 0.45

0.40 0.45

0.30 0.45

0.25 0.45

0.30 0.45

0.40 0.45

0.30 0.45

0.40 0.45

0.30 0.45

0.40 0.45

0.30 0.45

0.40 0.45

23.9 0.11 178.92 77.33 256.25

105.2 0.11 178.92 103.11 282.03

101.0 0.11 178.92 103.11 282.03

42.9 0.11 178.92 103.11 282.03

197.3 0.11 178.92 128.88 307.80

288.1 0.11 178.92 128.88 307.80

49.2 0.11 178.92 103.11 282.03

273.5 0.11 178.92 128.88 307.80

282.4 0.11 178.92 128.88 307.80

35.4 0.11 178.92 77.33 256.25

191.2 0.11 178.92 103.11 282.03

24.2 0.11 178.92 77.33 256.25

110.5 0.11 178.92 103.11 282.03

21.9 0.11 178.92 77.33 256.25

74.6 0.11 178.92 103.11 282.03

21.7 0.11 178.92 77.33 256.25

132.4 0.11 178.92 103.11 282.03

21.7 0.11 178.92 77.33 256.25

126.4 0.11 178.92 103.11 282.03

20.1 0.11 178.92 77.33 256.25

148.0 0.11 178.92 103.11 282.03

19.8 0.11 178.92 77.33 256.25

154.0 0.11 178.92 103.11 282.03

20.4 0.11 178.92 77.33 256.25

99.1 0.11 178.92 103.11 282.03

21.3 0.11 178.92 77.33 256.25

75.6 0.11 178.92 64.44 243.36

21.4 0.11 178.92 77.33 256.25

187.7 0.11 178.92 103.11 282.03

22.3 0.11 178.92 77.33 256.25

158.5 0.11 178.92 103.11 282.03

21.7 0.11 178.92 77.33 256.25

157.2 0.11 178.92 103.11 282.03

24.3 0.11 178.92 77.33 256.25

164.1 0.11 178.92 103.11 282.03

OK

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OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

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Page 175: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

VERIFICACIONES DE CORTANTE PARA COLUMNAS

C.21.3.3.2 (a) C.21.3.3.2 (b)

Page 176: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: COMERCIO LAS FERIAS. CARRERA 68H N°77-77. BOGOTÁ (CUNDINAMARCA)CHEQUEO PARA COLUMNAS DE ACUERDO A C.21.3.3 (a)

f'c = 21.1 MPa Estribos Φ = 9.5 mm C.21.3.3.2(a) El cortante ΦVn no debe ser menor que la suma del cortante debido a flexión en curvatura inversa asociado con el

fy = 420 MPa Av = 71 mm2 desarrollo de los momentos nominales de la columna en cada extremo restringido de la longitud libre.Φ Cortante = 0.75 Cantidad de ramas = 3

bx = 0.45 m S = 0.20 m

by = 0.45 m Recub. = 0.05 m

Lcol = 4.00 m

Curve 1 Pua = -685.99 kNP M3 M2 Pub = -659.75 kN

1 -3664.00 0.00 0.00 ΦMna = 266.41 kN-m2 -3664.00 127.50 0.00 ΦMnb = 264.35 kN-m3 -3343.00 196.05 0.00 Vumáx = 132.69 kN4 -2812.00 249.75 0.00 ΦVs = 134.19 kN5 -2237.00 287.97 0.00 ΦVc = 103.35 kN6 -1565.00 315.88 0.00 ΦVn = 237.54 kN7 -1133.00 301.45 0.00 ΦVn > Vumáx = OK8 -651.65 263.71 0.009 -121.96 200.57 0.0010 480.07 100.27 0.0011 1008.00 0.00 0.00

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)RESISTENCIA A CORTANTE PARA COLUMNAS

CHEQUEO PARA LA CONDICIÓN DESCRITA EN C.21.3.3 (a) - COLUMNAS S=45x45 - 6#5+6#5

DATOS PARA LOS DIAGRAMAS DE ITERACCIÓN

No.0. degrees

-4000

-3000

-2000

-1000

0

1000

2000

0 200 400

Pn, kN

Mn, kN-m

DIAGRAMA DE INTERACCIÓN S=45x45 - Mxx

Curve 7 Pua = -696.97 kNP M3 M2 Pub = -670.72 kN

1 -3664.00 0.00 0.00 ΦMna = 267.27 kN-m2 -3664.00 0.00 127.50 ΦMnb = 265.21 kN-m3 -3343.00 0.00 196.05 Vumáx = 133.12 kN4 -2812.00 0.00 249.75 ΦVs = 134.19 kN5 -2237.00 0.00 287.97 ΦVc = 103.35 kN6 -1565.00 0.00 315.88 ΦVn = 237.54 kN7 -1133.00 0.00 301.45 ΦVn > Vumáx = OK8 -651.65 0.00 263.719 -121.96 0.00 200.5710 480.07 0.00 100.2711 1008.00 0.00 0.00

DATOS PARA LOS DIAGRAMAS DE ITERACCIÓN

No.90. degrees

-4000

-3000

-2000

-1000

0

1000

2000

0 200 400

Pn, kN

Mn, kN-m

DIAGRAMA DE INTERACCIÓN S=45x45 - Mxx

-4000

-3000

-2000

-1000

0

1000

2000

0 200 400

Pn, kN

Mn, kN-m

DIAGRAMA DE INTERACCIÓN S=45x45- Myy

Page 177: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)CHEQUEO PARA COLUMNAS DE ACUERDO A C.21.3.3 (a)

f'c = 21.1 MPa Estribos Φ = 9.5 mm C.21.3.3.2(a) El cortante ΦVn no debe ser menor que la suma del cortante debido a flexión en curvatura inversa asociado con el

fy = 420 MPa Av = 71 mm2 desarrollo de los momentos nominales de la columna en cada extremo restringido de la longitud libre.Φ Cortante = 0.75 Cantidad de ramas = 3

bx = 0.50 m S = 0.20 m

by = 0.50 m Recub. = 0.05 m

Lcol = 4.00 m

Curve 1 Pua = -449.21 kNP M3 M2 Pub = -416.81 kN

1 -6200.00 0.00 0.00 ΦMna = 441.25 kN-m2 -6200.00 247.52 0.00 ΦMnb = 436.84 kN-m3 -5632.00 373.40 0.00 Vumáx = 219.52 kN4 -4745.00 474.05 0.00 ΦVs = 150.96 kN5 -3749.00 550.21 0.00 ΦVc = 129.19 kN6 -2600.00 609.53 0.00 ΦVn = 280.16 kN7 -1831.00 588.07 0.00 ΦVn > Vumáx = OK8 -1018.00 518.57 0.009 -131.96 398.12 0.0010 915.94 208.52 0.0011 1907.61 0.00 0.00

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)RESISTENCIA A CORTANTE PARA COLUMNAS

CHEQUEO PARA LA CONDICIÓN DESCRITA EN C.21.3.3 (a) - COLUMNAS S=50x50 - 8#5+8#5

DATOS PARA LOS DIAGRAMAS DE ITERACCIÓN

No.0. degrees

-7000-6000-5000-4000-3000-2000-1000

0100020003000

0 200 400 600 800

Pn, kN

Mn, kN-m

DIAGRAMA DE INTERACCIÓN S=50x50 - Mxx

Curve 7 Pua = -482.12 kNP M3 M2 Pub = -449.72 kN

1 -6200.00 0.00 0.00 ΦMna = 445.72 kN-m2 -6200.00 0.00 247.52 ΦMnb = 319.04 kN-m3 -5632.00 0.00 373.40 Vumáx = 191.19 kN4 -4745.00 0.00 474.05 ΦVs = 150.96 kN5 -3749.00 0.00 550.21 ΦVc = 129.19 kN6 -2600.00 0.00 609.53 ΦVn = 280.16 kN7 -1831.00 0.00 588.07 ΦVn > Vumáx = OK8 -1018.00 0.00 518.579 -131.96 0.00 398.1210 915.94 0.00 208.5211 1907.61 0.00 0.00

DATOS PARA LOS DIAGRAMAS DE ITERACCIÓN

No.90. degrees

-7000-6000-5000-4000-3000-2000-1000

0100020003000

0 200 400 600 800

Pn, kN

Mn, kN-m

DIAGRAMA DE INTERACCIÓN S=50x50 - Mxx

-7000-6000-5000-4000-3000-2000-1000

0100020003000

0 200 400 600 800

Pn, kN

Mn, kN-m

DIAGRAMA DE INTERACCIÓN S=50x50- Myy

Page 178: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: COLEGIO NSTRA SEÑORA DE LA ESPERANZA, SEDE A - BOGOTÁ (CUNDINAMARCA)CHEQUEO PARA COLUMNAS DE ACUERDO A C.21.3.3 (b)

f'c = 21.1 MPa Estribos Φ = 9.5 mm C.21.3.3.2(b) El cortante ΦVn no debe ser menor que el cortante maximo obtenido de las combinaciones de carga de diseño

fy = 420 MPa Av = 71 mm2 que incluyan E, con E incrementado por medio de Ωo.Φ Cortante = 0.75 Cantidad de ramas = 3

bx = 0.45 m S = 0.20 m

by = 0.45 m Ωo= 3.00

Recub. = 0.05 m

Ωo*Vumáx = 143.58 kN Ωo*Vumáx = 222.63 kN

ΦVs = 134.19 kN ΦVs = 134.19 kN

ΦVc = 103.35 kN ΦVc = 103.35 kN

ΦVn = 237.54 kN ΦVn = 237.54 kN

ΦVn > Ωo*Vumáx = OK ΦVn > Ωo*Vumáx = OK

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)RESISTENCIA A CORTANTE PARA COLUMNAS

CHEQUEO PARA LA CONDICIÓN DESCRITA EN C.21.3.3 (b) - COLUMNA S=45x45

Para cortante V2 Para cortante V3

Page 179: PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA – EL …

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)CHEQUEO PARA COLUMNAS DE ACUERDO A C.21.3.3 (b)

f'c = 21.1 MPa Estribos Φ = 9.5 mm C.21.3.3.2(b) El cortante ΦVn no debe ser menor que el cortante maximo obtenido de las combinaciones de carga de diseño

fy = 420 MPa Av = 71 mm2 que incluyan E, con E incrementado por medio de Ωo.Φ Cortante = 0.75 Cantidad de ramas = 3

bx = 0.50 m S = 0.20 m

by = 0.50 m Ωo= 3.00

Recub. = 0.05 m

Ωo*Vumáx = 193.80 kN Ωo*Vumáx = 220.05 kN

ΦVs = 150.96 kN ΦVs = 150.96 kN

ΦVc = 129.19 kN ΦVc = 129.19 kN

ΦVn = 280.16 kN ΦVn = 280.16 kN

ΦVn > Ωo*Vumáx = OK ΦVn > Ωo*Vumáx = OK

PROYECTO: CENTRO DE ATENCIÓN ESPECIALIZADA - EL REDENTOR, BLOQUE C, BOGOTÁ (CUNDINAMARCA)RESISTENCIA A CORTANTE PARA COLUMNAS

CHEQUEO PARA LA CONDICIÓN DESCRITA EN C.21.3.3 (b) - COLUMNA S=50X50

Para cortante V2 Para cortante V3