MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
1
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
NEIVA - HUILA
JUEVES 17 SEPTIEMBRE DE 2015
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
2
Contenido ................................................................................................................................................ 1
1. CONDICIONES GENERALES .............................................................................................. 4
2 PREDIMENSIONAMIENTO DE LOS ELEMENTOS .............................................................. 5
2.1 Vigas .............................................................................................................................. 5
2.2 Muros ............................................................................................................................ 5
2.3 Análisis de Cargas .......................................................................................................... 6
3 ANÁLISIS SISMICO ........................................................................................................... 7
3.1 Información de la Edificación ........................................................................................ 7
3.2 Parámetros Sísmico....................................................................................................... 7
3.3 Espectro Elástico de Diseño .......................................................................................... 8
4 CASOS DE CARGAS APLICADOS ....................................................................................... 9
5 OBTENCIÓN DE LAS FUERZA HORIZONTAL EQUIVALENTE ........................................... 10
6 OBTENCION DE FUERZAS DE VIENTO ............................................................................ 11
7 EVALUACIÓN DE LAS DERIVAS ...................................................................................... 12
8 PERÍODOS Y AJUSTE DE CORTANTE .............................................................................. 13
9 IRREGULARIDADES ........................................................................................................ 14
9.1 Irregularidades En Planta ............................................................................................ 14
10. COEFICIENTE DE DISIPACIÓN DE ENERGIA ..................................................................... 16
10. ESQUEMA DEL MODELO ESTRUCTURAL ......................................................................... 17
11. DISEÑO DE ELEMENTOS.................................................................................................. 18
11.1 DISEÑO DE VIGAS ...................................................................................................... 18
11.1.1 Diseño de Vigas a flexión.................................................................................... 18
11.1.2 Diseño de Vigas a Cortante y Torsión ................................................................ 58
11.2 DISEÑO DE MUROS ESTRUCTURALES ....................................................................... 98
11.2.1 Diseño de Mampostería estructural .................................................................. 98
12 DISEÑO DE CIMENTACIÓN ............................................................................................. 103
12.1 DATOS DE DISEÑO ................................................................................................... 103
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13 DISEÑO DE ELEMENTOS NO ESTRUCTURALES .............................................................. 105
13.1 DETERMINACION DE FUERZAS ................................................................................ 106
13.2 DISEÑO DE ELEMENTOS NO ESTRUCTURALES ........................................................ 106
14. DISEÑO ESTRUCTURAL DE PLACA ENTREPISO ............................................................. 108
15. DISEÑO ESTRUCTURAL DE CORREAS .......................................................................... 109
16. DISEÑO ESTRUCTURAL DE ESCALERA ......................................................................... 110
17. PLANOS ........................................................................................................................ 112
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1. CONDICIONES GENERALES VIVIENDA MULTI-FAMILIAR
AGUPACION F BOSQUES DE SAN LUIS El presente análisis del diseño estructural de la edificación multi-familiar AGRUPACION F
BOSQUES DE SAN LUIS, en estudio se ejecutó con base en el Reglamento Colombiano de
Diseño y Construcción Sismo Resistente Ley 400 de 1997, Decreto 926 de 2010;
El concreto empleado para la construcción de la estructura posee las siguientes
características:
a) Resistencia a la compresión f’c de 21MPa a los 28 días, b) Peso específico y un masa por unidad de volumen respectivamente de: 24 y
2.4473kg/m^3, c) Módulo de Elasticidad E de 3900√f'c (17872.04 MPa) 1 d) Coeficiente de Poisson de 0.3
Las estructuras involucradas tienen un sistema estructural de mampostería estructural de bloques de concreto de perforación vertical con Capacidad Moderada de Disipación de Energía (DMO). Y el grupo de uso se considera: I.
____________________________ Atentamente, Olga Patricia González Ingeniero Civil Mat. No. 68202-18659 Santander U.I.S.
1 REGLAMENTO COLOMBIANO DE CONSTRUCCIÓN SISMO RESISTENTE NSR-10, TÍTULO C, C.8.5-CR8.5
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2 PREDIMENSIONAMIENTO DE LOS ELEMENTOS
2.1 Vigas
Las siguientes fueron las secciones que se determinaron según lo especificado en el
reglamento NSR-10.2
Eje Altura
mínima (m) Base
mínima (m) Distancia Máxima Entre Apoyos (m)
X 0.12 0.20 4.00
Y 0.12 0.20 4.00
2.2 Muros
Las siguientes fueron las secciones que se determinaron según lo especificado en el
reglamento NSR-10 Titulo D, y realizando modificaciones a la inercia para simular las
aberturas de los bloques estructurales.
espesor (m) Longitud (m)
0.08 Varia-Reducido
0.12 Varia-Real
2 REGLAMENTO COLOMBIANO DE CONSTRUCCIÓN SISMO RESISTENTE NSR-10, TÍTULO C, Altura mínima: C.9.5.2-CR.9.5.2 ; Base mínima: C.21.5.1.3
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2.3 Análisis de Cargas
Cargas Cubierta Viva= 0.5 kN/m2 Viva empoza miento = 0.1KN/m2 Muerta= Peso Propio de losa + 0.5KN/m2 (cargas adicionales) Muerta zona de tanques = Peso Propio de losa + 5KN/m2 Cargas Piso
Viva: 1.8 kN/m2
Viva Escalera = 3.0 KN/m2
Carga Muerta (Elementos estructurales representados en el modelo) +
1.1KN/m2 de acabados
Peso de Muros Perimetrales No Estructurales
MUROS PERIMETRALES
Peso Especifico 1.7 kN/m2
Espesor 0.12 m Altura 0.9 m
Carga Distribuida 1.45 kN/m
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3 ANÁLISIS SISMICO
3.1 Información de la Edificación Altura de la Edificación: 12.20 m
Grupo de Uso: I- Estructuras de ocupación normal
Período Aproximado 𝑇𝑎 = 0.3199s
3.2 Parámetros Sísmico Coeficientes de Aceleración
Zona de Amenaza Sísmica: Alta
Aa = 0.25
Av = 0.25
Ae = 0.20
Ad = 0.08
Fa = 1.29
Fv = 1.90
Límites de Periodo
T0 = 0.148s
TC = 0.708s
TL = 4.560s
Calculo de Ta
Ct = 0.049
α = 0.750
Cu = 1.180
Ta = 0.3199s
Tmax = 0.3774s
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3.3 Espectro Elástico de Diseño Adicionalmente, los valores de Sa y K, según el Ta calculado inicialmente, fueron:
𝑻𝒂 𝑺𝒂 (𝒈) 𝑲
0.3199 0.8047 1.0
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4 CASOS DE CARGAS APLICADOS
Los siguientes fueron los casos de carga dinámicos aplicados en el modelo:
Caso Dirección Factor Amortiguamiento Excentricidad
SXe- U1 1.0 0.05 -0.05
SXe+ U1 1.0 0.05 0.05
SYe- U2 1.0 0.05 -0.05
SYe+ U2 1.0 0.05 0.05
Donde3:
SXe+= Sismo en la dirección X con excentricidad Positiva SXe-= Sismo en la dirección X con excentricidad Negativa SYe+= Sismo en la dirección Y con excentricidad Positiva SYe-= Sismo en la dirección Y con excentricidad Negativa
3 REGLAMENTO COLOMBIANO DE CONSTRUCCIÓN SISMO RESISTENTE NSR-10, Título A, A.3.6.7.1
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5 OBTENCIÓN DE LAS FUERZA HORIZONTAL EQUIVALENTE Los siguientes son cálculos realizados por el método de fuerzo horizontal equivalente.
Calculo de Fuerza Horizontal Equivalente - FHE
Pisos Altura Masa MHk Cv Fx Fy Irreg. Masa
5 12.80 m 155.37 Mg 5966.208 0.33333 208.37KN 208.37KN
4 10.24 m 155.37 Mg 4375.2192 0.24444 152.81KN 152.81KN
3 7.68 m 155.37 Mg 3181.9776 0.17778 111.13KN 111.13KN
2 5.12 m 155.37 Mg 2386.4832 0.13333 83.35KN 83.35KN
1 2.56 m 155.37 Mg 1988.736 0.11111 69.46KN 69.46KN
Parámetros de FHE
* A.3.4.2.1 — Método de la fuerza horizontal equivalente — Puede utilizarse el método de la fuerza horizontal equivalente en las siguientes edificaciones: (c) Edificaciones regulares, de 20 niveles o menos y 60 m de altura o menos medidos desde la base, en cualquier zona de amenaza sísmica, exceptuando edificaciones localizadas en lugares que tengan un perfil de suelo tipo D, E o F, con periodos de vibración mayores de 2TC. (Altura: 12.2m)-(Tipo Suelo: D)-(T: 0.319864433882811 < 2TC)
Sa = 0.8047g
Vs = 6132.44KN * Vs
M = 776.85 Mg
k = 1.000
El software de elementos finitos arroja los siguientes cálculos.
TABLE: Auto Seismic - User Coefficients
Load Pattern Direction Eccentricity Sa K Peso Usado Base Shear
% kN kN
Sx X 0.8047 1 8433.3001 6786.2766
Sx X + Ecc. Y 5 0.8047 1 8433.3001 6786.2766
Sx X - Ecc. Y 5 0.8047 1 8433.3001 6786.2766
Sy Y 0.8047 1 8433.3001 6786.2766
Sy Y + Ecc. X 5 0.8047 1 8433.3001 6786.2766
Sy Y - Ecc. X 5 0.8047 1 8433.3001 6786.2766
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6 OBTENCION DE FUERZAS DE VIENTO
Elementos de Revestimiento y Componentes
a = 0.60m Angulo de Inclinacion (θ) = 0.00°
a² = 0.36 m²
Area Efectiva = 1.20 m² Caso tipo: (>a², <4*a²)
Flujo de Viento Libre Flujo de Viento Obstruido
CN (P+) CNL (S-) CN (P+) CNL (S-)
Zona 1 = 1.20 -1.10 Zona 1 = 0.5 -1.2
Zona 2 = 1.80 -1.70 Zona 2 = 0.8 -1.8
Zona 3 = 1.80 -1.70 Zona 3 = 0.8 -1.8
Zona 1 Zona 1
PP = 0.31 kN/m² PP = 0.13 kN/m²
PS = -0.28 kN/m² PS = -0.31 kN/m²
Zona 2 Zona 2
PP = 0.46 kN/m² PP = 0.20 kN/m²
PS = -0.43 kN/m² PS = -0.46 kN/m²
Zona 3 Zona 3
PP = 0.46 kN/m² PP = 0.20 kN/m²
PS = -0.43 kN/m² PS = -0.46 kN/m²
Notas * B.6.1.3.2 - Componente y Revestimientos - La presión de viento de diseño para los componentes y revestimientos de la estructura no será menor a una presión neta de 0.40kN/m² actuando en cualquier dirección normal a la superficie
Las anteriores son las fuerzas resultantes de la aplicación de presiones y
succiones del viento a la estructura, de la cual se puede decir que se obtienen
menores reacciones a las obtenidas con el sismo aun así serán de utilidad en
el caso de elementos no estructurales.
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7 EVALUACIÓN DE LAS DERIVAS Las derivas para un sistema estructural de pórticos de concreto resistentes a momentos no debe ser mayor al 1% de la altura de piso4, aunque se puede tomar 1.43% cuando se realiza análisis de 2do orden P-Δ el cual fue realizado para la presente edificación, las derivas que se presentaron son las siguientes;
Derivas o desplazamientos relativos
Story Load Case/Combo Item Deriva
N+12.2m Sx Espectral Max Max Drift X 0.23%
N+12.2m Sx Espectral Max Max Drift Y 0.01%
N+9.76m Sx Espectral Max Max Drift X 0.19%
N+9.76m Sx Espectral Max Max Drift Y 0.00%
N+7.32m Sx Espectral Max Max Drift X 0.18%
N+7.32m Sx Espectral Max Max Drift Y 0.00%
N+4.88m Sx Espectral Max Max Drift X 0.15%
N+4.88m Sx Espectral Max Max Drift Y 0.00%
N+2.44m Sx Espectral Max Max Drift X 0.09%
N+2.44m Sx Espectral Max Max Drift Y 0.00%
Derivas o desplazamientos relativos
Story Load Case/Combo Item Deriva
N+12.2m Sy Espectral Max Max Drift X 0.01%
N+12.2m Sy Espectral Max Max Drift Y 0.20%
N+9.76m Sy Espectral Max Max Drift X 0.00%
N+9.76m Sy Espectral Max Max Drift Y 0.18%
N+7.32m Sy Espectral Max Max Drift X 0.00%
N+7.32m Sy Espectral Max Max Drift Y 0.17%
N+4.88m Sy Espectral Max Max Drift X 0.00%
N+4.88m Sy Espectral Max Max Drift Y 0.14%
N+2.44m Sy Espectral Max Max Drift X 0.00%
N+2.44m Sy Espectral Max Max Drift Y 0.08%
4 REGLAMENTO COLOMBIANO DE CONSTRUCCIÓN SISMO RESISTENTE NSR-10, Título A, A.6.3.1.2, A.6.4.1 (Tabla 6.4-1)
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8 PERÍODOS Y AJUSTE DE CORTANTE Los siguientes fueron los valores de los períodos estáticos5 y dinámicos6, calculados para la determinación de los correspondientes factores de ajuste de cortante.7 Revisión de los Períodos Estático y Dinámico para el Análisis No.1 de Deriva
Calculo - Según Análisis Dinámico - A.5
Periodos Sa Vs Sentido Modo Cu*Ta
0.255s 0.8047g 6132.28KN Y 1 0.377s
0.246s 0.8047g 6132.28KN X 2 0.377s
Ajuste de Resultados
Estructura Regular 80.0000%
X Y %CM Factor de Ajuste
VtjX = 4469.29KN 0.01KN 72.9% 1.097673558
VtjY = 0.01KN 4451.95KN 72.6% 1.101950194
Masa = 776.83 Mg
Se ajusta el cortante basal según los factores de ajuste.
5REGLAMENTO COLOMBIANO DE CONSTRUCCIÓN SISMO RESISTENTE NSR-10, Título A, A.4.2, A.4.3 6 REGLAMENTO COLOMBIANO DE CONSTRUCCIÓN SISMO RESISTENTE NSR-10, Título A, A.5.4.5 7 REGLAMENTO COLOMBIANO DE CONSTRUCCIÓN SISMO RESISTENTE NSR-10, Título A, A.4.3.1, A.5.4.5
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9 IRREGULARIDADES8
9.1 Irregularidades En Planta A continuación se presentan las plantas de la estructura para la base
FIGURA 1. Distribución en planta
En resumen las irregularidades presentadas en la estructura se resumen en las siguientes
tablas:
Irregularidades
Irregularidades en Altura
Piso Flexible (1aA) (1aB) No
Distribución de masas (2A) No
Geométrica (3A) No
Desplazamiento en plano de acción (4A) No
Piso débil (5aA) (5bA) No
Irregularidades en Planta
Torsional (1aP) (1bP) No
Retroceso en las esquinas (2P) No
Irregularidad del Diafragma (3P) No
Desplazamiento de los planos de acción (4P) No
8 REGLAMENTO COLOMBIANO DE CONSTRUCCIÓN SISMO RESISTENTE NSR-10, Título A, A.3.
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sistemas no paralelos (5P) No
Ausencia de Redundancia (A.3.3.8) No
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10. COEFICIENTE DE DISIPACIÓN DE ENERGIA El coeficiente de disipación de energía básico (Ro) para el sistema estructural muros de mampostería reforzada de bloque de concreto de perforación vertical con capacidad de disipación de energía DMO tiene un valor de 2.5. Por lo tanto el coeficiente de capacidad de disipación de energía para ser empleado en el diseño (R) se presenta a continuación.
Calculo de Coeficiente de Disipación de Energía (R)
Coeficiente de Disipación de Energía (R0) = 2.50
Coeficiente de Disipación de Energía (R) = 2.50
Irregularidad en Altura (фa) = 1.00
Irregularidad en Planta (фp) = 1.00
Irregularidad Ausencia de Redundancia (фr) = 1.00
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10. ESQUEMA DEL MODELO ESTRUCTURAL
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11. DISEÑO DE ELEMENTOS
11.1 DISEÑO DE VIGAS
11.1.1 Diseño de Vigas a flexión
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B1 N+12.2m V-12x12 End-I -0.0153 ENVOLVENTE 1 0.0077 ENVOLVENTE 0.458
B1 N+12.2m V-12x12 Middle -0.0226 ENVOLVENTE 1 0.0097 ENVOLVENTE 1
B1 N+12.2m V-12x12 End-J -0.019 ENVOLVENTE 1 0.0095 ENVOLVENTE 1
B2 N+12.2m V-12x12 End-I -0.0406 ENVOLVENTE 2 0.0282 ENVOLVENTE 2
B2 N+12.2m V-12x12 Middle -0.0427 ENVOLVENTE 3 0.0101 ENVOLVENTE 1
B2 N+12.2m V-12x12 End-J -0.0275 ENVOLVENTE 2 0.0161 ENVOLVENTE 1
B3 N+12.2m V-12x12 End-I -0.0581 ENVOLVENTE 3 0.029 ENVOLVENTE 2
B3 N+12.2m V-12x12 Middle -0.0641 ENVOLVENTE 4 0.0292 ENVOLVENTE 2
B3 N+12.2m V-12x12 End-J -0.0444 ENVOLVENTE 3 0.0259 ENVOLVENTE 2
B4 N+12.2m V-12x12 End-I -0.0118 ENVOLVENTE 1 0.0058 ENVOLVENTE 0.3441
B4 N+12.2m V-12x12 Middle -0.2254 ENVOLVENTE 14 0.059 ENVOLVENTE 4
B4 N+12.2m V-12x12 End-J -0.0231 ENVOLVENTE 1 0.0115 ENVOLVENTE 1
B5 N+12.2m V-12x12 End-I -0.0394 ENVOLVENTE 2 0.0197 ENVOLVENTE 1
B5 N+12.2m V-12x12 Middle -0.0299 ENVOLVENTE 2 0.0353 ENVOLVENTE 2
B5 N+12.2m V-12x12 End-J -0.0057 ENVOLVENTE 0.3418 0.0076 ENVOLVENTE 0.4511
B7 N+12.2m V-12x12 End-I -0.1198 ENVOLVENTE 7 0.0599 ENVOLVENTE 4
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TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B7 N+12.2m V-12x12 Middle -0.0315 ENVOLVENTE 2 0.0315 ENVOLVENTE 2
B7 N+12.2m V-12x12 End-J -0.1259 ENVOLVENTE 8 0.063 ENVOLVENTE 4
B10 N+12.2m V-12x12 End-I -0.0159 ENVOLVENTE 1 0.0044 ENVOLVENTE 0.2639
B10 N+12.2m V-12x12 Middle -0.0301 ENVOLVENTE 2 0.0025 ENVOLVENTE 0.1463
B10 N+12.2m V-12x12 End-J -0.0098 ENVOLVENTE 1 0.0049 ENVOLVENTE 0.2927
B11 N+12.2m V-12x12 End-I -0.2046 ENVOLVENTE 12 0.1023 ENVOLVENTE 6
B11 N+12.2m V-12x12 Middle -0.0512 ENVOLVENTE 3 0.0554 ENVOLVENTE 3
B11 N+12.2m V-12x12 End-J -0.0472 ENVOLVENTE 3 0.0236 ENVOLVENTE 1
B12 N+12.2m V-12x12 End-I -0.0071 ENVOLVENTE 0.4226 0.0045 ENVOLVENTE 0.2657
B12 N+12.2m V-12x12 Middle -0.0208 ENVOLVENTE 1 0.0019 ENVOLVENTE 0.111
B12 N+12.2m V-12x12 End-J -0.0074 ENVOLVENTE 0.4443 0.0037 ENVOLVENTE 0.2221
B13 N+12.2m V-12x12 End-I -0.0124 ENVOLVENTE 1 0.0062 ENVOLVENTE 0.3699
B13 N+12.2m V-12x12 Middle -0.0215 ENVOLVENTE 1 0.0044 ENVOLVENTE 0.2647
B13 N+12.2m V-12x12 End-J -0.0177 ENVOLVENTE 1 0.0089 ENVOLVENTE 1
B14 N+12.2m V-12x12 End-I -0.0269 ENVOLVENTE 2 0.0134 ENVOLVENTE 1
B14 N+12.2m V-12x12 Middle -0.031 ENVOLVENTE 2 0.0155 ENVOLVENTE 1
B14 N+12.2m V-12x12 End-J -0.0347 ENVOLVENTE 2 0.0173 ENVOLVENTE 1
B15 N+12.2m V-12x12 End-I 0 ENVOLVENTE 0 0.0073 1.2D+1.6Lr+1L 0.4359
B15 N+12.2m V-12x12 Middle -0.069 ENVOLVENTE 4 0.0237 ENVOLVENTE 1
B15 N+12.2m V-12x12 End-J -0.0947 ENVOLVENTE 6 0.0474 ENVOLVENTE 3
B16 N+12.2m V-12x12 End-I -2.3823 ENVOLVENTE 121 1.1911 ENVOLVENTE 56
B16 N+12.2m V-12x12 Middle -0.5956 ENVOLVENTE 37 0.5956 ENVOLVENTE 37
B16 N+12.2m V-12x12 End-J 0 ENVOLVENTE 0 2.0388 ENVOLVENTE 101
B17 N+12.2m V-12x12 End-I 0 ENVOLVENTE 0 1.3102 ENVOLVENTE 62
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TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B17 N+12.2m V-12x12 Middle -0.6996 ENVOLVENTE 40 1.1282 ENVOLVENTE 53
B17 N+12.2m V-12x12 End-J -2.7986 ENVOLVENTE 146 1.3993 ENVOLVENTE 67
B18 N+12.2m V-12x12 End-I -0.0332 ENVOLVENTE 2 0.0166 ENVOLVENTE 1
B18 N+12.2m V-12x12 Middle -0.0344 ENVOLVENTE 2 0.0174 ENVOLVENTE 1
B18 N+12.2m V-12x12 End-J -0.032 ENVOLVENTE 2 0.016 ENVOLVENTE 1
B19 N+12.2m V-12x12 End-I -0.0236 ENVOLVENTE 1 0.0118 ENVOLVENTE 1
B19 N+12.2m V-12x12 Middle -0.031 ENVOLVENTE 2 0.0136 ENVOLVENTE 1
B19 N+12.2m V-12x12 End-J -0.0191 ENVOLVENTE 1 0.0095 ENVOLVENTE 1
B20 N+12.2m V-12x12 End-I -0.0787 ENVOLVENTE 5 0.0393 ENVOLVENTE 2
B20 N+12.2m V-12x12 Middle -0.0197 ENVOLVENTE 1 0.0408 ENVOLVENTE 2
B20 N+12.2m V-12x12 End-J -0.0529 ENVOLVENTE 3 0.0264 ENVOLVENTE 2
B21 N+12.2m V-12x12 End-I -0.0409 ENVOLVENTE 2 0.0231 ENVOLVENTE 1
B21 N+12.2m V-12x12 Middle -0.0428 ENVOLVENTE 3 0.0177 ENVOLVENTE 1
B21 N+12.2m V-12x12 End-J -0.0299 ENVOLVENTE 2 0.0102 ENVOLVENTE 1
B22 N+12.2m V-12x12 End-I -0.1511 ENVOLVENTE 9 0.0755 ENVOLVENTE 5
B22 N+12.2m V-12x12 Middle -0.0378 ENVOLVENTE 2 0.0869 ENVOLVENTE 5
B22 N+12.2m V-12x12 End-J -0.032 ENVOLVENTE 2 0.016 ENVOLVENTE 1
B23 N+12.2m V-12x12 End-I -0.0226 1.2D+1.6Lr+1L 1 0.0113 1.2D+1.6Lr+1L 1
B23 N+12.2m V-12x12 Middle -0.0252 ENVOLVENTE 2 0.0262 ENVOLVENTE 2
B23 N+12.2m V-12x12 End-J -0.1007 ENVOLVENTE 6 0.0504 ENVOLVENTE 3
B24 N+12.2m V-12x12 End-I -0.0234 ENVOLVENTE 1 0.0174 ENVOLVENTE 1
B24 N+12.2m V-12x12 Middle -0.0485 ENVOLVENTE 3 0.0185 ENVOLVENTE 1
B24 N+12.2m V-12x12 End-J -0.0695 ENVOLVENTE 4 0.0347 ENVOLVENTE 2
B26 N+12.2m V-12x12 End-I -0.174 ENVOLVENTE 10 0.087 ENVOLVENTE 5
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
21
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B26 N+12.2m V-12x12 Middle -0.0569 ENVOLVENTE 3 0.1786 ENVOLVENTE 11
B26 N+12.2m V-12x12 End-J -0.2274 ENVOLVENTE 14 0.1137 ENVOLVENTE 7
B27 N+12.2m V-12x12 End-I -0.0297 ENVOLVENTE 2 0.0205 ENVOLVENTE 1
B27 N+12.2m V-12x12 Middle -0.0337 ENVOLVENTE 2 0.0017 ENVOLVENTE 0.102
B27 N+12.2m V-12x12 End-J -0.0186 ENVOLVENTE 1 0.0134 ENVOLVENTE 1
B28 N+12.2m V-12x12 End-I -0.0296 ENVOLVENTE 2 0.0148 ENVOLVENTE 1
B28 N+12.2m V-12x12 Middle -0.0125 ENVOLVENTE 1 0.0074 ENVOLVENTE 0.4422
B28 N+12.2m V-12x12 End-J -0.002 ENVOLVENTE 0.1195 0.0034 ENVOLVENTE 0.2008
B29 N+12.2m V-12x12 End-I -0.0481 ENVOLVENTE 3 0.024 ENVOLVENTE 1
B29 N+12.2m V-12x12 Middle -0.0479 ENVOLVENTE 3 0.012 ENVOLVENTE 1
B29 N+12.2m V-12x12 End-J -0.0408 ENVOLVENTE 2 0.0278 ENVOLVENTE 2
B30 N+12.2m V-12x12 End-I -0.0395 ENVOLVENTE 2 0.0197 ENVOLVENTE 1
B30 N+12.2m V-12x12 Middle -0.0445 ENVOLVENTE 3 0.023 ENVOLVENTE 1
B30 N+12.2m V-12x12 End-J -0.0476 ENVOLVENTE 3 0.0238 ENVOLVENTE 1
B31 N+12.2m V-12x12 End-I -0.2214 ENVOLVENTE 13 0.1107 ENVOLVENTE 7
B31 N+12.2m V-12x12 Middle -0.0554 ENVOLVENTE 3 0.0554 ENVOLVENTE 3
B31 N+12.2m V-12x12 End-J 0 ENVOLVENTE 0 0.0334 ENVOLVENTE 2
B32 N+12.2m V-12x12 End-I -0.0263 ENVOLVENTE 2 0.0131 ENVOLVENTE 1
B32 N+12.2m V-12x12 Middle -0.0469 ENVOLVENTE 3 0.0469 ENVOLVENTE 3
B32 N+12.2m V-12x12 End-J -0.1875 ENVOLVENTE 11 0.0937 ENVOLVENTE 6
B33 N+12.2m V-12x12 End-I -0.0377 ENVOLVENTE 2 0.0188 ENVOLVENTE 1
B33 N+12.2m V-12x12 Middle -0.0425 ENVOLVENTE 3 0.0163 ENVOLVENTE 1
B33 N+12.2m V-12x12 End-J -0.0548 ENVOLVENTE 3 0.0274 ENVOLVENTE 2
B34 N+12.2m V-12x12 End-I -0.0325 ENVOLVENTE 2 0.0316 ENVOLVENTE 2
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
22
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B34 N+12.2m V-12x12 Middle -0.0461 ENVOLVENTE 3 0.0081 ENVOLVENTE 0.4855
B34 N+12.2m V-12x12 End-J -0.0303 ENVOLVENTE 2 0.033 ENVOLVENTE 2
B35 N+12.2m V-12x12 End-I -0.1396 1.2D+1.6Lr+1L 8 0.1396 1.2D+1.6Lr+1L 8
B35 N+12.2m V-12x12 Middle -0.9822 ENVOLVENTE 46 0.171 1.2D+1.6Lr+1L 10
B35 N+12.2m V-12x12 End-J 0 ENVOLVENTE 0 0.5585 1.2D+1.6Lr+1L 34
B36 N+12.2m V-12x12 End-I -0.14 1.2D+1.6Lr+1L 8 0.5601 1.2D+1.6Lr+1L 34
B36 N+12.2m V-12x12 Middle -0.6725 ENVOLVENTE 40 0.14 1.2D+1.6Lr+1L 8
B36 N+12.2m V-12x12 End-J -0.14 1.2D+1.6Lr+1L 8 0.14 1.2D+1.6Lr+1L 8
B37 N+12.2m V-12x12 End-I -2.6926 ENVOLVENTE 139 1.3463 ENVOLVENTE 64
B37 N+12.2m V-12x12 Middle -0.6732 ENVOLVENTE 40 0.9725 ENVOLVENTE 46
B37 N+12.2m V-12x12 End-J 0 ENVOLVENTE 0 1.8388 ENVOLVENTE 90
B38 N+12.2m V-12x12 End-I -0.0728 ENVOLVENTE 4 0.0364 ENVOLVENTE 2
B38 N+12.2m V-12x12 Middle -0.4876 ENVOLVENTE 30 0.6776 ENVOLVENTE 40
B38 N+12.2m V-12x12 End-J -1.9506 ENVOLVENTE 96 0.9753 ENVOLVENTE 46
B39 N+12.2m V-12x12 End-I -0.5755 ENVOLVENTE 35 0.2878 ENVOLVENTE 17
B39 N+12.2m V-12x12 Middle -0.6741 ENVOLVENTE 40 0.2302 ENVOLVENTE 14
B39 N+12.2m V-12x12 End-J -0.5498 ENVOLVENTE 34 0.2749 ENVOLVENTE 17
B40 N+12.2m V-12x12 End-I -0.9884 ENVOLVENTE 46 0.4942 ENVOLVENTE 30
B40 N+12.2m V-12x12 Middle -0.2471 ENVOLVENTE 15 0.407 ENVOLVENTE 25
B40 N+12.2m V-12x12 End-J -0.0483 ENVOLVENTE 3 0.0241 ENVOLVENTE 1
B41 N+12.2m V-12x12 End-I -0.918 ENVOLVENTE 43 0.459 ENVOLVENTE 28
B41 N+12.2m V-12x12 Middle -0.2295 ENVOLVENTE 14 0.3508 ENVOLVENTE 21
B41 N+12.2m V-12x12 End-J -0.7963 ENVOLVENTE 40 0.3981 ENVOLVENTE 24
B42 N+12.2m V-12x12 End-I -0.1699 ENVOLVENTE 10 0.1699 ENVOLVENTE 10
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
23
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B42 N+12.2m V-12x12 Middle -0.1699 ENVOLVENTE 10 0.2386 1.2D+1.6L+0.5Le 14
B42 N+12.2m V-12x12 End-J -0.6797 ENVOLVENTE 40 0.3399 ENVOLVENTE 21
B44 N+12.2m V-12x33 End-I -0.8272 ENVOLVENTE 11 0.4136 ENVOLVENTE 5
B44 N+12.2m V-12x33 Middle -0.7418 ENVOLVENTE 10 0.2068 ENVOLVENTE 3
B44 N+12.2m V-12x33 End-J -0.0357 ENVOLVENTE 0.4734 0.0178 ENVOLVENTE 0.2367
B45 N+12.2m V-12x33 End-I -0.0686 ENVOLVENTE 1 0.0343 ENVOLVENTE 0.4547
B45 N+12.2m V-12x33 Middle -0.6704 ENVOLVENTE 9 0.2729 ENVOLVENTE 4
B45 N+12.2m V-12x33 End-J -0.6235 ENVOLVENTE 8 0.3117 ENVOLVENTE 4
B46 N+12.2m V-12x33 End-I -0.252 ENVOLVENTE 3 0.252 ENVOLVENTE 3
B46 N+12.2m V-12x33 Middle -0.6336 ENVOLVENTE 8 0.4946 ENVOLVENTE 7
B46 N+12.2m V-12x33 End-J -1.0081 ENVOLVENTE 13 0.5041 ENVOLVENTE 7
B47 N+12.2m V-12x12 End-I -0.0583 1.2D+1.6Lr+1L 3 0.0583 1.2D+1.6Lr+1L 3
B47 N+12.2m V-12x12 Middle -0.0583 1.2D+1.6Lr+1L 3 0.0583 1.2D+1.6Lr+1L 3
B47 N+12.2m V-12x12 End-J -0.2331 1.2D+1.6Lr+1L 14 0.1166 1.2D+1.6Lr+1L 7
B48 N+12.2m V-12x33 End-I -2.6197 ENVOLVENTE 35 1.3099 ENVOLVENTE 17
B48 N+12.2m V-12x33 Middle -0.6549 ENVOLVENTE 9 1.1916 ENVOLVENTE 16
B48 N+12.2m V-12x33 End-J 0 ENVOLVENTE 0 1.1926 ENVOLVENTE 16
B49 N+12.2m V-12x33 End-I 0 ENVOLVENTE 0 0.175 ENVOLVENTE 2
B49 N+12.2m V-12x33 Middle -0.6487 ENVOLVENTE 9 0.3502 ENVOLVENTE 5
B49 N+12.2m V-12x33 End-J -0.0728 ENVOLVENTE 1 0.0364 ENVOLVENTE 0.4826
B50 N+12.2m V-12x12 End-I -0.1416 ENVOLVENTE 9 0.0708 ENVOLVENTE 4
B50 N+12.2m V-12x12 Middle -0.4877 ENVOLVENTE 30 0.5593 ENVOLVENTE 34
B50 N+12.2m V-12x12 End-J -1.951 ENVOLVENTE 96 0.9755 ENVOLVENTE 46
B51 N+12.2m V-12x12 End-I -0.0118 ENVOLVENTE 1 0.0058 ENVOLVENTE 0.3441
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
24
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B51 N+12.2m V-12x12 Middle -0.2254 ENVOLVENTE 14 0.059 ENVOLVENTE 4
B51 N+12.2m V-12x12 End-J -0.0231 ENVOLVENTE 1 0.0115 ENVOLVENTE 1
B52 N+12.2m V-12x12 End-I -0.0395 ENVOLVENTE 2 0.0197 ENVOLVENTE 1
B52 N+12.2m V-12x12 Middle -0.0299 ENVOLVENTE 2 0.0354 ENVOLVENTE 2
B52 N+12.2m V-12x12 End-J -0.0057 ENVOLVENTE 0.3399 0.0076 ENVOLVENTE 0.4536
B53 N+12.2m V-12x12 End-I -0.0158 ENVOLVENTE 1 0.0044 ENVOLVENTE 0.2611
B53 N+12.2m V-12x12 Middle -0.0301 ENVOLVENTE 2 0.0025 ENVOLVENTE 0.1464
B53 N+12.2m V-12x12 End-J -0.0098 ENVOLVENTE 1 0.0049 ENVOLVENTE 0.2928
B54 N+12.2m V-12x12 End-I -0.2046 ENVOLVENTE 12 0.1023 ENVOLVENTE 6
B54 N+12.2m V-12x12 Middle -0.0512 ENVOLVENTE 3 0.0554 ENVOLVENTE 3
B54 N+12.2m V-12x12 End-J -0.0472 ENVOLVENTE 3 0.0236 ENVOLVENTE 1
B55 N+12.2m V-12x12 End-I -0.0071 ENVOLVENTE 0.4226 0.0044 ENVOLVENTE 0.2657
B55 N+12.2m V-12x12 Middle -0.0208 ENVOLVENTE 1 0.0019 ENVOLVENTE 0.111
B55 N+12.2m V-12x12 End-J -0.0074 ENVOLVENTE 0.4442 0.0037 ENVOLVENTE 0.2221
B56 N+12.2m V-12x12 End-I -0.0124 ENVOLVENTE 1 0.0062 ENVOLVENTE 0.3699
B56 N+12.2m V-12x12 Middle -0.0215 ENVOLVENTE 1 0.0044 ENVOLVENTE 0.2647
B56 N+12.2m V-12x12 End-J -0.0177 ENVOLVENTE 1 0.0089 ENVOLVENTE 1
B57 N+12.2m V-12x12 End-I -0.0269 ENVOLVENTE 2 0.0134 ENVOLVENTE 1
B57 N+12.2m V-12x12 Middle -0.031 ENVOLVENTE 2 0.0155 ENVOLVENTE 1
B57 N+12.2m V-12x12 End-J -0.0347 ENVOLVENTE 2 0.0173 ENVOLVENTE 1
B58 N+12.2m V-12x12 End-I 0 ENVOLVENTE 0 0.0073 1.2D+1.6Lr+1L 0.4359
B58 N+12.2m V-12x12 Middle -0.069 ENVOLVENTE 4 0.0237 ENVOLVENTE 1
B58 N+12.2m V-12x12 End-J -0.0947 ENVOLVENTE 6 0.0474 ENVOLVENTE 3
B59 N+12.2m V-12x12 End-I -2.3823 ENVOLVENTE 121 1.1911 ENVOLVENTE 56
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
25
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B59 N+12.2m V-12x12 Middle -0.5956 ENVOLVENTE 37 0.5956 ENVOLVENTE 37
B59 N+12.2m V-12x12 End-J 0 ENVOLVENTE 0 2.0388 ENVOLVENTE 101
B60 N+12.2m V-12x12 End-I 0 ENVOLVENTE 0 1.3102 ENVOLVENTE 62
B60 N+12.2m V-12x12 Middle -0.6996 ENVOLVENTE 40 1.1282 ENVOLVENTE 53
B60 N+12.2m V-12x12 End-J -2.7986 ENVOLVENTE 146 1.3993 ENVOLVENTE 67
B61 N+12.2m V-12x12 End-I -0.0332 ENVOLVENTE 2 0.0166 ENVOLVENTE 1
B61 N+12.2m V-12x12 Middle -0.0344 ENVOLVENTE 2 0.0174 ENVOLVENTE 1
B61 N+12.2m V-12x12 End-J -0.032 ENVOLVENTE 2 0.016 ENVOLVENTE 1
B62 N+12.2m V-12x12 End-I -0.0236 ENVOLVENTE 1 0.0118 ENVOLVENTE 1
B62 N+12.2m V-12x12 Middle -0.031 ENVOLVENTE 2 0.0136 ENVOLVENTE 1
B62 N+12.2m V-12x12 End-J -0.0191 ENVOLVENTE 1 0.0095 ENVOLVENTE 1
B63 N+12.2m V-12x12 End-I -0.0787 ENVOLVENTE 5 0.0393 ENVOLVENTE 2
B63 N+12.2m V-12x12 Middle -0.0197 ENVOLVENTE 1 0.0407 ENVOLVENTE 2
B63 N+12.2m V-12x12 End-J -0.053 ENVOLVENTE 3 0.0265 ENVOLVENTE 2
B64 N+12.2m V-12x12 End-I -0.0409 ENVOLVENTE 2 0.0232 ENVOLVENTE 1
B64 N+12.2m V-12x12 Middle -0.0424 ENVOLVENTE 3 0.0175 ENVOLVENTE 1
B64 N+12.2m V-12x12 End-J -0.0299 ENVOLVENTE 2 0.0102 ENVOLVENTE 1
B65 N+12.2m V-12x12 End-I -0.151 ENVOLVENTE 9 0.0755 ENVOLVENTE 5
B65 N+12.2m V-12x12 Middle -0.0377 ENVOLVENTE 2 0.0869 ENVOLVENTE 5
B65 N+12.2m V-12x12 End-J -0.032 ENVOLVENTE 2 0.016 ENVOLVENTE 1
B66 N+12.2m V-12x12 End-I -0.0227 1.2D+1.6Lr+1L 1 0.0113 1.2D+1.6Lr+1L 1
B66 N+12.2m V-12x12 Middle -0.0252 ENVOLVENTE 2 0.0262 ENVOLVENTE 2
B66 N+12.2m V-12x12 End-J -0.1007 ENVOLVENTE 6 0.0503 ENVOLVENTE 3
B67 N+12.2m V-12x12 End-I -0.0234 ENVOLVENTE 1 0.0174 ENVOLVENTE 1
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
26
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B67 N+12.2m V-12x12 Middle -0.0485 ENVOLVENTE 3 0.0185 ENVOLVENTE 1
B67 N+12.2m V-12x12 End-J -0.0695 ENVOLVENTE 4 0.0347 ENVOLVENTE 2
B68 N+12.2m V-12x12 End-I -0.1201 ENVOLVENTE 7 0.06 ENVOLVENTE 4
B68 N+12.2m V-12x12 Middle -0.0314 ENVOLVENTE 2 0.0314 ENVOLVENTE 2
B68 N+12.2m V-12x12 End-J -0.1256 ENVOLVENTE 8 0.0628 ENVOLVENTE 4
B69 N+12.2m V-12x12 End-I -0.174 ENVOLVENTE 10 0.087 ENVOLVENTE 5
B69 N+12.2m V-12x12 Middle -0.0569 ENVOLVENTE 3 0.1786 ENVOLVENTE 11
B69 N+12.2m V-12x12 End-J -0.2274 ENVOLVENTE 14 0.1137 ENVOLVENTE 7
B70 N+12.2m V-12x12 End-I -0.0297 ENVOLVENTE 2 0.0205 ENVOLVENTE 1
B70 N+12.2m V-12x12 Middle -0.0337 ENVOLVENTE 2 0.0017 ENVOLVENTE 0.102
B70 N+12.2m V-12x12 End-J -0.0186 ENVOLVENTE 1 0.0134 ENVOLVENTE 1
B71 N+12.2m V-12x12 End-I -0.0296 ENVOLVENTE 2 0.0148 ENVOLVENTE 1
B71 N+12.2m V-12x12 Middle -0.0125 ENVOLVENTE 1 0.0074 ENVOLVENTE 0.4422
B71 N+12.2m V-12x12 End-J -0.002 ENVOLVENTE 0.1195 0.0034 ENVOLVENTE 0.2008
B72 N+12.2m V-12x12 End-I -0.0482 ENVOLVENTE 3 0.0241 ENVOLVENTE 1
B72 N+12.2m V-12x12 Middle -0.0479 ENVOLVENTE 3 0.012 ENVOLVENTE 1
B72 N+12.2m V-12x12 End-J -0.0408 ENVOLVENTE 2 0.0278 ENVOLVENTE 2
B73 N+12.2m V-12x12 End-I -0.0394 ENVOLVENTE 2 0.0197 ENVOLVENTE 1
B73 N+12.2m V-12x12 Middle -0.0445 ENVOLVENTE 3 0.023 ENVOLVENTE 1
B73 N+12.2m V-12x12 End-J -0.0476 ENVOLVENTE 3 0.0238 ENVOLVENTE 1
B74 N+12.2m V-12x12 End-I -0.2215 ENVOLVENTE 13 0.1107 ENVOLVENTE 7
B74 N+12.2m V-12x12 Middle -0.0554 ENVOLVENTE 3 0.0554 ENVOLVENTE 3
B74 N+12.2m V-12x12 End-J 0 ENVOLVENTE 0 0.0334 ENVOLVENTE 2
B75 N+12.2m V-12x12 End-I -0.0263 ENVOLVENTE 2 0.0131 ENVOLVENTE 1
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
27
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B75 N+12.2m V-12x12 Middle -0.0469 ENVOLVENTE 3 0.0469 ENVOLVENTE 3
B75 N+12.2m V-12x12 End-J -0.1875 ENVOLVENTE 11 0.0937 ENVOLVENTE 6
B76 N+12.2m V-12x12 End-I -0.0377 ENVOLVENTE 2 0.0188 ENVOLVENTE 1
B76 N+12.2m V-12x12 Middle -0.0425 ENVOLVENTE 3 0.0163 ENVOLVENTE 1
B76 N+12.2m V-12x12 End-J -0.0548 ENVOLVENTE 3 0.0274 ENVOLVENTE 2
B77 N+12.2m V-12x12 End-I -0.0325 ENVOLVENTE 2 0.0316 ENVOLVENTE 2
B77 N+12.2m V-12x12 Middle -0.0461 ENVOLVENTE 3 0.0081 ENVOLVENTE 0.4856
B77 N+12.2m V-12x12 End-J -0.0303 ENVOLVENTE 2 0.033 ENVOLVENTE 2
B78 N+12.2m V-12x12 End-I -0.1396 1.2D+1.6Lr+1L 8 0.1396 1.2D+1.6Lr+1L 8
B78 N+12.2m V-12x12 Middle -0.9822 ENVOLVENTE 46 0.171 1.2D+1.6Lr+1L 10
B78 N+12.2m V-12x12 End-J 0 ENVOLVENTE 0 0.5585 1.2D+1.6Lr+1L 34
B79 N+12.2m V-12x12 End-I -0.14 1.2D+1.6Lr+1L 8 0.5601 1.2D+1.6Lr+1L 34
B79 N+12.2m V-12x12 Middle -0.6725 ENVOLVENTE 40 0.14 1.2D+1.6Lr+1L 8
B79 N+12.2m V-12x12 End-J -0.14 1.2D+1.6Lr+1L 8 0.14 1.2D+1.6Lr+1L 8
B80 N+12.2m V-12x12 End-I -2.6927 ENVOLVENTE 139 1.3463 ENVOLVENTE 64
B80 N+12.2m V-12x12 Middle -0.6732 ENVOLVENTE 40 0.9725 ENVOLVENTE 46
B80 N+12.2m V-12x12 End-J 0 ENVOLVENTE 0 1.8388 ENVOLVENTE 90
B81 N+12.2m V-12x12 End-I -0.0728 ENVOLVENTE 4 0.0364 ENVOLVENTE 2
B81 N+12.2m V-12x12 Middle -0.4876 ENVOLVENTE 30 0.6776 ENVOLVENTE 40
B81 N+12.2m V-12x12 End-J -1.9506 ENVOLVENTE 96 0.9753 ENVOLVENTE 46
B82 N+12.2m V-12x12 End-I -0.5755 ENVOLVENTE 35 0.2878 ENVOLVENTE 17
B82 N+12.2m V-12x12 Middle -0.6741 ENVOLVENTE 40 0.2302 ENVOLVENTE 14
B82 N+12.2m V-12x12 End-J -0.5498 ENVOLVENTE 34 0.2749 ENVOLVENTE 17
B83 N+12.2m V-12x12 End-I -0.9884 ENVOLVENTE 46 0.4942 ENVOLVENTE 30
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
28
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B83 N+12.2m V-12x12 Middle -0.2471 ENVOLVENTE 15 0.407 ENVOLVENTE 25
B83 N+12.2m V-12x12 End-J -0.0483 ENVOLVENTE 3 0.0241 ENVOLVENTE 1
B84 N+12.2m V-12x12 End-I -0.1699 ENVOLVENTE 10 0.1699 ENVOLVENTE 10
B84 N+12.2m V-12x12 Middle -0.1699 ENVOLVENTE 10 0.2386 1.2D+1.6L+0.5Le 14
B84 N+12.2m V-12x12 End-J -0.6797 ENVOLVENTE 40 0.3399 ENVOLVENTE 21
B85 N+12.2m V-12x33 End-I -0.8272 ENVOLVENTE 11 0.4136 ENVOLVENTE 5
B85 N+12.2m V-12x33 Middle -0.7418 ENVOLVENTE 10 0.2068 ENVOLVENTE 3
B85 N+12.2m V-12x33 End-J -0.0357 ENVOLVENTE 0.4734 0.0178 ENVOLVENTE 0.2367
B86 N+12.2m V-12x33 End-I -0.0686 ENVOLVENTE 1 0.0343 ENVOLVENTE 0.4547
B86 N+12.2m V-12x33 Middle -0.6704 ENVOLVENTE 9 0.2729 ENVOLVENTE 4
B86 N+12.2m V-12x33 End-J -0.6235 ENVOLVENTE 8 0.3117 ENVOLVENTE 4
B87 N+12.2m V-12x12 End-I -0.0583 1.2D+1.6Lr+1L 3 0.0583 1.2D+1.6Lr+1L 3
B87 N+12.2m V-12x12 Middle -0.0583 1.2D+1.6Lr+1L 3 0.0583 1.2D+1.6Lr+1L 3
B87 N+12.2m V-12x12 End-J -0.2331 1.2D+1.6Lr+1L 14 0.1166 1.2D+1.6Lr+1L 7
B88 N+12.2m V-12x12 End-I -0.918 ENVOLVENTE 43 0.459 ENVOLVENTE 28
B88 N+12.2m V-12x12 Middle -0.2295 ENVOLVENTE 14 0.3508 ENVOLVENTE 21
B88 N+12.2m V-12x12 End-J -0.7963 ENVOLVENTE 40 0.3981 ENVOLVENTE 24
B89 N+12.2m V-12x33 End-I -2.6197 ENVOLVENTE 35 1.3098 ENVOLVENTE 17
B89 N+12.2m V-12x33 Middle -0.6549 ENVOLVENTE 9 1.1916 ENVOLVENTE 16
B89 N+12.2m V-12x33 End-J 0 ENVOLVENTE 0 1.1926 ENVOLVENTE 16
B90 N+12.2m V-12x33 End-I 0 ENVOLVENTE 0 0.175 ENVOLVENTE 2
B90 N+12.2m V-12x33 Middle -0.6487 ENVOLVENTE 9 0.3502 ENVOLVENTE 5
B90 N+12.2m V-12x33 End-J -0.0728 ENVOLVENTE 1 0.0364 ENVOLVENTE 0.4826
B91 N+12.2m V-12x12 End-I -0.1416 ENVOLVENTE 9 0.0708 ENVOLVENTE 4
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
29
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B91 N+12.2m V-12x12 Middle -0.4877 ENVOLVENTE 30 0.5593 ENVOLVENTE 34
B91 N+12.2m V-12x12 End-J -1.951 ENVOLVENTE 96 0.9755 ENVOLVENTE 46
B92 N+12.2m V-12x12 End-I -0.019 ENVOLVENTE 1 0.0095 ENVOLVENTE 1
B92 N+12.2m V-12x12 Middle -0.0226 ENVOLVENTE 1 0.0097 ENVOLVENTE 1
B92 N+12.2m V-12x12 End-J -0.0153 ENVOLVENTE 1 0.0077 ENVOLVENTE 0.458
B93 N+12.2m V-12x12 End-I -0.0275 ENVOLVENTE 2 0.0161 ENVOLVENTE 1
B93 N+12.2m V-12x12 Middle -0.0427 ENVOLVENTE 3 0.0101 ENVOLVENTE 1
B93 N+12.2m V-12x12 End-J -0.0406 ENVOLVENTE 2 0.0282 ENVOLVENTE 2
B94 N+12.2m V-12x12 End-I -0.0444 ENVOLVENTE 3 0.0259 ENVOLVENTE 2
B94 N+12.2m V-12x12 Middle -0.0641 ENVOLVENTE 4 0.0292 ENVOLVENTE 2
B94 N+12.2m V-12x12 End-J -0.0581 ENVOLVENTE 3 0.029 ENVOLVENTE 2
B95 N+12.2m V-12x12 End-I -0.0118 ENVOLVENTE 1 0.0058 ENVOLVENTE 0.3441
B95 N+12.2m V-12x12 Middle -0.2254 ENVOLVENTE 14 0.059 ENVOLVENTE 4
B95 N+12.2m V-12x12 End-J -0.0231 ENVOLVENTE 1 0.0115 ENVOLVENTE 1
B96 N+12.2m V-12x12 End-I -0.0395 ENVOLVENTE 2 0.0197 ENVOLVENTE 1
B96 N+12.2m V-12x12 Middle -0.0299 ENVOLVENTE 2 0.0354 ENVOLVENTE 2
B96 N+12.2m V-12x12 End-J -0.0057 ENVOLVENTE 0.3399 0.0076 ENVOLVENTE 0.4537
B97 N+12.2m V-12x12 End-I -0.0098 ENVOLVENTE 1 0.0049 ENVOLVENTE 0.2928
B97 N+12.2m V-12x12 Middle -0.0301 ENVOLVENTE 2 0.0025 ENVOLVENTE 0.1464
B97 N+12.2m V-12x12 End-J -0.0158 ENVOLVENTE 1 0.0044 ENVOLVENTE 0.2611
B98 N+12.2m V-12x12 End-I -0.0472 ENVOLVENTE 3 0.0236 ENVOLVENTE 1
B98 N+12.2m V-12x12 Middle -0.0512 ENVOLVENTE 3 0.0554 ENVOLVENTE 3
B98 N+12.2m V-12x12 End-J -0.2046 ENVOLVENTE 12 0.1023 ENVOLVENTE 6
B99 N+12.2m V-12x12 End-I -0.0074 ENVOLVENTE 0.4442 0.0037 ENVOLVENTE 0.2221
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
30
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B99 N+12.2m V-12x12 Middle -0.0208 ENVOLVENTE 1 0.0019 ENVOLVENTE 0.111
B99 N+12.2m V-12x12 End-J -0.0071 ENVOLVENTE 0.4226 0.0045 ENVOLVENTE 0.2657
B100 N+12.2m V-12x12 End-I -0.0177 ENVOLVENTE 1 0.0089 ENVOLVENTE 1
B100 N+12.2m V-12x12 Middle -0.0215 ENVOLVENTE 1 0.0044 ENVOLVENTE 0.2647
B100 N+12.2m V-12x12 End-J -0.0124 ENVOLVENTE 1 0.0062 ENVOLVENTE 0.3699
B101 N+12.2m V-12x12 End-I -0.0347 ENVOLVENTE 2 0.0173 ENVOLVENTE 1
B101 N+12.2m V-12x12 Middle -0.031 ENVOLVENTE 2 0.0155 ENVOLVENTE 1
B101 N+12.2m V-12x12 End-J -0.0269 ENVOLVENTE 2 0.0134 ENVOLVENTE 1
B102 N+12.2m V-12x12 End-I -0.0947 ENVOLVENTE 6 0.0474 ENVOLVENTE 3
B102 N+12.2m V-12x12 Middle -0.069 ENVOLVENTE 4 0.0237 ENVOLVENTE 1
B102 N+12.2m V-12x12 End-J 0 ENVOLVENTE 0 0.0073 1.2D+1.6Lr+1L 0.4359
B103 N+12.2m V-12x12 End-I 0 ENVOLVENTE 0 2.0388 ENVOLVENTE 101
B103 N+12.2m V-12x12 Middle -0.5956 ENVOLVENTE 37 0.5956 ENVOLVENTE 37
B103 N+12.2m V-12x12 End-J -2.3823 ENVOLVENTE 121 1.1911 ENVOLVENTE 56
B104 N+12.2m V-12x12 End-I -2.7986 ENVOLVENTE 146 1.3993 ENVOLVENTE 67
B104 N+12.2m V-12x12 Middle -0.6996 ENVOLVENTE 40 1.1282 ENVOLVENTE 53
B104 N+12.2m V-12x12 End-J 0 ENVOLVENTE 0 1.3102 ENVOLVENTE 62
B105 N+12.2m V-12x12 End-I -0.0332 ENVOLVENTE 2 0.0166 ENVOLVENTE 1
B105 N+12.2m V-12x12 Middle -0.0344 ENVOLVENTE 2 0.0174 ENVOLVENTE 1
B105 N+12.2m V-12x12 End-J -0.032 ENVOLVENTE 2 0.016 ENVOLVENTE 1
B106 N+12.2m V-12x12 End-I -0.0236 ENVOLVENTE 1 0.0118 ENVOLVENTE 1
B106 N+12.2m V-12x12 Middle -0.031 ENVOLVENTE 2 0.0136 ENVOLVENTE 1
B106 N+12.2m V-12x12 End-J -0.0191 ENVOLVENTE 1 0.0095 ENVOLVENTE 1
B107 N+12.2m V-12x12 End-I -0.053 ENVOLVENTE 3 0.0265 ENVOLVENTE 2
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
31
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B107 N+12.2m V-12x12 Middle -0.0197 ENVOLVENTE 1 0.0407 ENVOLVENTE 2
B107 N+12.2m V-12x12 End-J -0.0787 ENVOLVENTE 5 0.0393 ENVOLVENTE 2
B108 N+12.2m V-12x12 End-I -0.0299 ENVOLVENTE 2 0.0102 ENVOLVENTE 1
B108 N+12.2m V-12x12 Middle -0.0424 ENVOLVENTE 3 0.0175 ENVOLVENTE 1
B108 N+12.2m V-12x12 End-J -0.0409 ENVOLVENTE 2 0.0232 ENVOLVENTE 1
B109 N+12.2m V-12x12 End-I -0.032 ENVOLVENTE 2 0.016 ENVOLVENTE 1
B109 N+12.2m V-12x12 Middle -0.0377 ENVOLVENTE 2 0.0869 ENVOLVENTE 5
B109 N+12.2m V-12x12 End-J -0.151 ENVOLVENTE 9 0.0755 ENVOLVENTE 5
B110 N+12.2m V-12x12 End-I -0.1007 ENVOLVENTE 6 0.0503 ENVOLVENTE 3
B110 N+12.2m V-12x12 Middle -0.0252 ENVOLVENTE 2 0.0262 ENVOLVENTE 2
B110 N+12.2m V-12x12 End-J -0.0217 ENVOLVENTE 1 0.0109 ENVOLVENTE 1
B111 N+12.2m V-12x12 End-I -0.0695 ENVOLVENTE 4 0.0347 ENVOLVENTE 2
B111 N+12.2m V-12x12 Middle -0.0485 ENVOLVENTE 3 0.0185 ENVOLVENTE 1
B111 N+12.2m V-12x12 End-J -0.0234 ENVOLVENTE 1 0.0174 ENVOLVENTE 1
B112 N+12.2m V-12x12 End-I -0.1201 ENVOLVENTE 7 0.06 ENVOLVENTE 4
B112 N+12.2m V-12x12 Middle -0.0314 ENVOLVENTE 2 0.0314 ENVOLVENTE 2
B112 N+12.2m V-12x12 End-J -0.1256 ENVOLVENTE 8 0.0628 ENVOLVENTE 4
B113 N+12.2m V-12x12 End-I -0.174 ENVOLVENTE 10 0.087 ENVOLVENTE 5
B113 N+12.2m V-12x12 Middle -0.0569 ENVOLVENTE 3 0.1786 ENVOLVENTE 11
B113 N+12.2m V-12x12 End-J -0.2274 ENVOLVENTE 14 0.1137 ENVOLVENTE 7
B114 N+12.2m V-12x12 End-I -0.0297 ENVOLVENTE 2 0.0205 ENVOLVENTE 1
B114 N+12.2m V-12x12 Middle -0.0337 ENVOLVENTE 2 0.0017 ENVOLVENTE 0.102
B114 N+12.2m V-12x12 End-J -0.0186 ENVOLVENTE 1 0.0134 ENVOLVENTE 1
B115 N+12.2m V-12x12 End-I -0.0296 ENVOLVENTE 2 0.0148 ENVOLVENTE 1
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
32
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B115 N+12.2m V-12x12 Middle -0.0125 ENVOLVENTE 1 0.0074 ENVOLVENTE 0.4422
B115 N+12.2m V-12x12 End-J -0.002 ENVOLVENTE 0.1195 0.0034 ENVOLVENTE 0.2008
B116 N+12.2m V-12x12 End-I -0.0482 ENVOLVENTE 3 0.0241 ENVOLVENTE 1
B116 N+12.2m V-12x12 Middle -0.0479 ENVOLVENTE 3 0.012 ENVOLVENTE 1
B116 N+12.2m V-12x12 End-J -0.0408 ENVOLVENTE 2 0.0278 ENVOLVENTE 2
B117 N+12.2m V-12x12 End-I -0.0476 ENVOLVENTE 3 0.0238 ENVOLVENTE 1
B117 N+12.2m V-12x12 Middle -0.0445 ENVOLVENTE 3 0.023 ENVOLVENTE 1
B117 N+12.2m V-12x12 End-J -0.0394 ENVOLVENTE 2 0.0197 ENVOLVENTE 1
B118 N+12.2m V-12x12 End-I 0 ENVOLVENTE 0 0.0334 ENVOLVENTE 2
B118 N+12.2m V-12x12 Middle -0.0554 ENVOLVENTE 3 0.0554 ENVOLVENTE 3
B118 N+12.2m V-12x12 End-J -0.2215 ENVOLVENTE 13 0.1107 ENVOLVENTE 7
B119 N+12.2m V-12x12 End-I -0.1875 ENVOLVENTE 11 0.0937 ENVOLVENTE 6
B119 N+12.2m V-12x12 Middle -0.0469 ENVOLVENTE 3 0.0469 ENVOLVENTE 3
B119 N+12.2m V-12x12 End-J -0.0263 ENVOLVENTE 2 0.0131 ENVOLVENTE 1
B120 N+12.2m V-12x12 End-I -0.0548 ENVOLVENTE 3 0.0274 ENVOLVENTE 2
B120 N+12.2m V-12x12 Middle -0.0425 ENVOLVENTE 3 0.0163 ENVOLVENTE 1
B120 N+12.2m V-12x12 End-J -0.0377 ENVOLVENTE 2 0.0188 ENVOLVENTE 1
B121 N+12.2m V-12x12 End-I -0.0325 ENVOLVENTE 2 0.0316 ENVOLVENTE 2
B121 N+12.2m V-12x12 Middle -0.0461 ENVOLVENTE 3 0.0081 ENVOLVENTE 0.4856
B121 N+12.2m V-12x12 End-J -0.0303 ENVOLVENTE 2 0.033 ENVOLVENTE 2
B122 N+12.2m V-12x12 End-I 0 ENVOLVENTE 0 0.5585 1.2D+1.6Lr+1L 34
B122 N+12.2m V-12x12 Middle -0.9822 ENVOLVENTE 46 0.1782 1.2D+1.6Lr+1L 11
B122 N+12.2m V-12x12 End-J -0.1396 1.2D+1.6Lr+1L 8 0.1396 1.2D+1.6Lr+1L 8
B123 N+12.2m V-12x12 End-I -0.14 1.2D+1.6Lr+1L 8 0.14 1.2D+1.6Lr+1L 8
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
33
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B123 N+12.2m V-12x12 Middle -0.6725 ENVOLVENTE 40 0.14 1.2D+1.6Lr+1L 8
B123 N+12.2m V-12x12 End-J -0.14 1.2D+1.6Lr+1L 8 0.5601 1.2D+1.6Lr+1L 34
B124 N+12.2m V-12x12 End-I 0 ENVOLVENTE 0 1.8388 ENVOLVENTE 90
B124 N+12.2m V-12x12 Middle -0.6732 ENVOLVENTE 40 0.9725 ENVOLVENTE 46
B124 N+12.2m V-12x12 End-J -2.6927 ENVOLVENTE 139 1.3463 ENVOLVENTE 64
B125 N+12.2m V-12x12 End-I -0.0728 ENVOLVENTE 4 0.0364 ENVOLVENTE 2
B125 N+12.2m V-12x12 Middle -0.4876 ENVOLVENTE 30 0.6776 ENVOLVENTE 40
B125 N+12.2m V-12x12 End-J -1.9506 ENVOLVENTE 96 0.9753 ENVOLVENTE 46
B126 N+12.2m V-12x12 End-I -0.5755 ENVOLVENTE 35 0.2878 ENVOLVENTE 17
B126 N+12.2m V-12x12 Middle -0.6741 ENVOLVENTE 40 0.2302 ENVOLVENTE 14
B126 N+12.2m V-12x12 End-J -0.5498 ENVOLVENTE 34 0.2749 ENVOLVENTE 17
B127 N+12.2m V-12x12 End-I -0.9884 ENVOLVENTE 46 0.4942 ENVOLVENTE 30
B127 N+12.2m V-12x12 Middle -0.2471 ENVOLVENTE 15 0.407 ENVOLVENTE 25
B127 N+12.2m V-12x12 End-J -0.0483 ENVOLVENTE 3 0.0241 ENVOLVENTE 1
B128 N+12.2m V-12x12 End-I -0.6797 ENVOLVENTE 40 0.3399 ENVOLVENTE 21
B128 N+12.2m V-12x12 Middle -0.1699 ENVOLVENTE 10 0.2386 1.2D+1.6L+0.5Le 14
B128 N+12.2m V-12x12 End-J -0.1699 ENVOLVENTE 10 0.1699 ENVOLVENTE 10
B129 N+12.2m V-12x33 End-I -1.0081 ENVOLVENTE 13 0.5041 ENVOLVENTE 7
B129 N+12.2m V-12x33 Middle -0.6336 ENVOLVENTE 8 0.4946 ENVOLVENTE 7
B129 N+12.2m V-12x33 End-J -0.252 ENVOLVENTE 3 0.252 ENVOLVENTE 3
B130 N+12.2m V-12x12 End-I -0.0583 1.2D+1.6Lr+1L 3 0.0583 1.2D+1.6Lr+1L 3
B130 N+12.2m V-12x12 Middle -0.0583 1.2D+1.6Lr+1L 3 0.0583 1.2D+1.6Lr+1L 3
B130 N+12.2m V-12x12 End-J -0.2331 1.2D+1.6Lr+1L 14 0.1166 1.2D+1.6Lr+1L 7
B131 N+12.2m V-12x12 End-I -0.7963 ENVOLVENTE 40 0.3981 ENVOLVENTE 24
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
34
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B131 N+12.2m V-12x12 Middle -0.2295 ENVOLVENTE 14 0.3508 ENVOLVENTE 21
B131 N+12.2m V-12x12 End-J -0.918 ENVOLVENTE 43 0.459 ENVOLVENTE 28
B132 N+12.2m V-12x12 End-I -0.1416 ENVOLVENTE 9 0.0708 ENVOLVENTE 4
B132 N+12.2m V-12x12 Middle -0.4877 ENVOLVENTE 30 0.5593 ENVOLVENTE 34
B132 N+12.2m V-12x12 End-J -1.951 ENVOLVENTE 96 0.9755 ENVOLVENTE 46
B133 N+12.2m V-12x12 End-I -0.0118 ENVOLVENTE 1 0.0058 ENVOLVENTE 0.3441
B133 N+12.2m V-12x12 Middle -0.2254 ENVOLVENTE 14 0.059 ENVOLVENTE 4
B133 N+12.2m V-12x12 End-J -0.0231 ENVOLVENTE 1 0.0115 ENVOLVENTE 1
B134 N+12.2m V-12x12 End-I -0.0394 ENVOLVENTE 2 0.0197 ENVOLVENTE 1
B134 N+12.2m V-12x12 Middle -0.0299 ENVOLVENTE 2 0.0353 ENVOLVENTE 2
B134 N+12.2m V-12x12 End-J -0.0057 ENVOLVENTE 0.3421 0.0075 ENVOLVENTE 0.4507
B135 N+12.2m V-12x12 End-I -0.0098 ENVOLVENTE 1 0.0049 ENVOLVENTE 0.2927
B135 N+12.2m V-12x12 Middle -0.0301 ENVOLVENTE 2 0.0025 ENVOLVENTE 0.1463
B135 N+12.2m V-12x12 End-J -0.0159 ENVOLVENTE 1 0.0044 ENVOLVENTE 0.264
B136 N+12.2m V-12x12 End-I -0.0472 ENVOLVENTE 3 0.0236 ENVOLVENTE 1
B136 N+12.2m V-12x12 Middle -0.0512 ENVOLVENTE 3 0.0554 ENVOLVENTE 3
B136 N+12.2m V-12x12 End-J -0.2046 ENVOLVENTE 12 0.1023 ENVOLVENTE 6
B137 N+12.2m V-12x12 End-I -0.0074 ENVOLVENTE 0.4443 0.0037 ENVOLVENTE 0.2221
B137 N+12.2m V-12x12 Middle -0.0208 ENVOLVENTE 1 0.0019 ENVOLVENTE 0.111
B137 N+12.2m V-12x12 End-J -0.0071 ENVOLVENTE 0.4226 0.0045 ENVOLVENTE 0.2657
B138 N+12.2m V-12x12 End-I -0.0177 ENVOLVENTE 1 0.0089 ENVOLVENTE 1
B138 N+12.2m V-12x12 Middle -0.0215 ENVOLVENTE 1 0.0044 ENVOLVENTE 0.2647
B138 N+12.2m V-12x12 End-J -0.0124 ENVOLVENTE 1 0.0062 ENVOLVENTE 0.3699
B139 N+12.2m V-12x12 End-I -0.0347 ENVOLVENTE 2 0.0173 ENVOLVENTE 1
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
35
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B139 N+12.2m V-12x12 Middle -0.031 ENVOLVENTE 2 0.0155 ENVOLVENTE 1
B139 N+12.2m V-12x12 End-J -0.0269 ENVOLVENTE 2 0.0134 ENVOLVENTE 1
B140 N+12.2m V-12x12 End-I -0.0947 ENVOLVENTE 6 0.0474 ENVOLVENTE 3
B140 N+12.2m V-12x12 Middle -0.069 ENVOLVENTE 4 0.0237 ENVOLVENTE 1
B140 N+12.2m V-12x12 End-J 0 ENVOLVENTE 0 0.0073 1.2D+1.6Lr+1L 0.4359
B141 N+12.2m V-12x12 End-I 0 ENVOLVENTE 0 2.0388 ENVOLVENTE 101
B141 N+12.2m V-12x12 Middle -0.5956 ENVOLVENTE 37 0.5956 ENVOLVENTE 37
B141 N+12.2m V-12x12 End-J -2.3823 ENVOLVENTE 121 1.1911 ENVOLVENTE 56
B142 N+12.2m V-12x12 End-I -2.7986 ENVOLVENTE 146 1.3993 ENVOLVENTE 67
B142 N+12.2m V-12x12 Middle -0.6996 ENVOLVENTE 40 1.1282 ENVOLVENTE 53
B142 N+12.2m V-12x12 End-J 0 ENVOLVENTE 0 1.3102 ENVOLVENTE 62
B143 N+12.2m V-12x12 End-I -0.0332 ENVOLVENTE 2 0.0166 ENVOLVENTE 1
B143 N+12.2m V-12x12 Middle -0.0344 ENVOLVENTE 2 0.0174 ENVOLVENTE 1
B143 N+12.2m V-12x12 End-J -0.032 ENVOLVENTE 2 0.016 ENVOLVENTE 1
B144 N+12.2m V-12x12 End-I -0.0236 ENVOLVENTE 1 0.0118 ENVOLVENTE 1
B144 N+12.2m V-12x12 Middle -0.031 ENVOLVENTE 2 0.0136 ENVOLVENTE 1
B144 N+12.2m V-12x12 End-J -0.0191 ENVOLVENTE 1 0.0095 ENVOLVENTE 1
B145 N+12.2m V-12x12 End-I -0.0527 ENVOLVENTE 3 0.0264 ENVOLVENTE 2
B145 N+12.2m V-12x12 Middle -0.0197 ENVOLVENTE 1 0.0409 ENVOLVENTE 2
B145 N+12.2m V-12x12 End-J -0.0787 ENVOLVENTE 5 0.0394 ENVOLVENTE 2
B146 N+12.2m V-12x12 End-I -0.0299 ENVOLVENTE 2 0.0111 ENVOLVENTE 1
B146 N+12.2m V-12x12 Middle -0.0464 ENVOLVENTE 3 0.0179 ENVOLVENTE 1
B146 N+12.2m V-12x12 End-J -0.0442 ENVOLVENTE 3 0.0245 ENVOLVENTE 1
B147 N+12.2m V-12x12 End-I -0.0319 ENVOLVENTE 2 0.016 ENVOLVENTE 1
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
36
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B147 N+12.2m V-12x12 Middle -0.0378 ENVOLVENTE 2 0.0869 ENVOLVENTE 5
B147 N+12.2m V-12x12 End-J -0.1512 ENVOLVENTE 9 0.0756 ENVOLVENTE 5
B148 N+12.2m V-12x12 End-I -0.1007 ENVOLVENTE 6 0.0504 ENVOLVENTE 3
B148 N+12.2m V-12x12 Middle -0.0252 ENVOLVENTE 2 0.0262 ENVOLVENTE 2
B148 N+12.2m V-12x12 End-J -0.0217 ENVOLVENTE 1 0.0108 ENVOLVENTE 1
B149 N+12.2m V-12x12 End-I -0.0695 ENVOLVENTE 4 0.0347 ENVOLVENTE 2
B149 N+12.2m V-12x12 Middle -0.0485 ENVOLVENTE 3 0.0185 ENVOLVENTE 1
B149 N+12.2m V-12x12 End-J -0.0234 ENVOLVENTE 1 0.0174 ENVOLVENTE 1
B150 N+12.2m V-12x12 End-I -0.12 ENVOLVENTE 7 0.06 ENVOLVENTE 4
B150 N+12.2m V-12x12 Middle -0.0313 ENVOLVENTE 2 0.0313 ENVOLVENTE 2
B150 N+12.2m V-12x12 End-J -0.1252 ENVOLVENTE 8 0.0626 ENVOLVENTE 4
B151 N+12.2m V-12x12 End-I -0.174 ENVOLVENTE 10 0.087 ENVOLVENTE 5
B151 N+12.2m V-12x12 Middle -0.0569 ENVOLVENTE 3 0.1786 ENVOLVENTE 11
B151 N+12.2m V-12x12 End-J -0.2274 ENVOLVENTE 14 0.1137 ENVOLVENTE 7
B152 N+12.2m V-12x12 End-I -0.0297 ENVOLVENTE 2 0.0205 ENVOLVENTE 1
B152 N+12.2m V-12x12 Middle -0.0337 ENVOLVENTE 2 0.0017 ENVOLVENTE 0.102
B152 N+12.2m V-12x12 End-J -0.0186 ENVOLVENTE 1 0.0134 ENVOLVENTE 1
B153 N+12.2m V-12x12 End-I -0.0296 ENVOLVENTE 2 0.0148 ENVOLVENTE 1
B153 N+12.2m V-12x12 Middle -0.0125 ENVOLVENTE 1 0.0074 ENVOLVENTE 0.4422
B153 N+12.2m V-12x12 End-J -0.002 ENVOLVENTE 0.1195 0.0034 ENVOLVENTE 0.2008
B154 N+12.2m V-12x12 End-I -0.0483 ENVOLVENTE 3 0.0241 ENVOLVENTE 1
B154 N+12.2m V-12x12 Middle -0.0479 ENVOLVENTE 3 0.0121 ENVOLVENTE 1
B154 N+12.2m V-12x12 End-J -0.0408 ENVOLVENTE 2 0.0278 ENVOLVENTE 2
B155 N+12.2m V-12x12 End-I -0.0476 ENVOLVENTE 3 0.0238 ENVOLVENTE 1
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
37
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B155 N+12.2m V-12x12 Middle -0.0444 ENVOLVENTE 3 0.023 ENVOLVENTE 1
B155 N+12.2m V-12x12 End-J -0.0395 ENVOLVENTE 2 0.0197 ENVOLVENTE 1
B156 N+12.2m V-12x12 End-I 0 ENVOLVENTE 0 0.0334 ENVOLVENTE 2
B156 N+12.2m V-12x12 Middle -0.0553 ENVOLVENTE 3 0.0553 ENVOLVENTE 3
B156 N+12.2m V-12x12 End-J -0.2213 ENVOLVENTE 13 0.1107 ENVOLVENTE 7
B157 N+12.2m V-12x12 End-I -0.1875 ENVOLVENTE 11 0.0937 ENVOLVENTE 6
B157 N+12.2m V-12x12 Middle -0.0469 ENVOLVENTE 3 0.0469 ENVOLVENTE 3
B157 N+12.2m V-12x12 End-J -0.0262 ENVOLVENTE 2 0.0131 ENVOLVENTE 1
B158 N+12.2m V-12x12 End-I -0.0548 ENVOLVENTE 3 0.0274 ENVOLVENTE 2
B158 N+12.2m V-12x12 Middle -0.0425 ENVOLVENTE 3 0.0163 ENVOLVENTE 1
B158 N+12.2m V-12x12 End-J -0.0377 ENVOLVENTE 2 0.0188 ENVOLVENTE 1
B159 N+12.2m V-12x12 End-I -0.0326 ENVOLVENTE 2 0.0316 ENVOLVENTE 2
B159 N+12.2m V-12x12 Middle -0.0461 ENVOLVENTE 3 0.0081 ENVOLVENTE 0.4859
B159 N+12.2m V-12x12 End-J -0.0303 ENVOLVENTE 2 0.033 ENVOLVENTE 2
B160 N+12.2m V-12x12 End-I 0 ENVOLVENTE 0 0.5585 1.2D+1.6Lr+1L 34
B160 N+12.2m V-12x12 Middle -0.9822 ENVOLVENTE 46 0.1782 1.2D+1.6Lr+1L 11
B160 N+12.2m V-12x12 End-J -0.1396 1.2D+1.6Lr+1L 8 0.1396 1.2D+1.6Lr+1L 8
B161 N+12.2m V-12x12 End-I -0.14 1.2D+1.6Lr+1L 8 0.14 1.2D+1.6Lr+1L 8
B161 N+12.2m V-12x12 Middle -0.6725 ENVOLVENTE 40 0.14 1.2D+1.6Lr+1L 8
B161 N+12.2m V-12x12 End-J -0.14 1.2D+1.6Lr+1L 8 0.5601 1.2D+1.6Lr+1L 34
B162 N+12.2m V-12x12 End-I 0 ENVOLVENTE 0 1.8388 ENVOLVENTE 90
B162 N+12.2m V-12x12 Middle -0.6732 ENVOLVENTE 40 0.9725 ENVOLVENTE 46
B162 N+12.2m V-12x12 End-J -2.6926 ENVOLVENTE 139 1.3463 ENVOLVENTE 64
B163 N+12.2m V-12x12 End-I -0.0728 ENVOLVENTE 4 0.0364 ENVOLVENTE 2
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
38
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B163 N+12.2m V-12x12 Middle -0.4876 ENVOLVENTE 30 0.6776 ENVOLVENTE 40
B163 N+12.2m V-12x12 End-J -1.9506 ENVOLVENTE 96 0.9753 ENVOLVENTE 46
B164 N+12.2m V-12x12 End-I -0.5755 ENVOLVENTE 35 0.2878 ENVOLVENTE 17
B164 N+12.2m V-12x12 Middle -0.6741 ENVOLVENTE 40 0.2302 ENVOLVENTE 14
B164 N+12.2m V-12x12 End-J -0.5498 ENVOLVENTE 34 0.2749 ENVOLVENTE 17
B165 N+12.2m V-12x12 End-I -0.9884 ENVOLVENTE 46 0.4942 ENVOLVENTE 30
B165 N+12.2m V-12x12 Middle -0.2471 ENVOLVENTE 15 0.407 ENVOLVENTE 25
B165 N+12.2m V-12x12 End-J -0.0483 ENVOLVENTE 3 0.0241 ENVOLVENTE 1
B166 N+12.2m V-12x12 End-I -0.6797 ENVOLVENTE 40 0.3399 ENVOLVENTE 21
B166 N+12.2m V-12x12 Middle -0.1699 ENVOLVENTE 10 0.2386 1.2D+1.6L+0.5Le 14
B166 N+12.2m V-12x12 End-J -0.1699 ENVOLVENTE 10 0.1699 ENVOLVENTE 10
B167 N+12.2m V-12x12 End-I -0.0583 1.2D+1.6Lr+1L 3 0.0583 1.2D+1.6Lr+1L 3
B167 N+12.2m V-12x12 Middle -0.0583 1.2D+1.6Lr+1L 3 0.0583 1.2D+1.6Lr+1L 3
B167 N+12.2m V-12x12 End-J -0.2331 1.2D+1.6Lr+1L 14 0.1166 1.2D+1.6Lr+1L 7
B168 N+12.2m V-12x12 End-I -0.7963 ENVOLVENTE 40 0.3981 ENVOLVENTE 24
B168 N+12.2m V-12x12 Middle -0.2295 ENVOLVENTE 14 0.3508 ENVOLVENTE 21
B168 N+12.2m V-12x12 End-J -0.918 ENVOLVENTE 43 0.459 ENVOLVENTE 28
B169 N+12.2m V-12x12 End-I -0.1416 ENVOLVENTE 9 0.0708 ENVOLVENTE 4
B169 N+12.2m V-12x12 Middle -0.4877 ENVOLVENTE 30 0.5593 ENVOLVENTE 34
B169 N+12.2m V-12x12 End-J -1.951 ENVOLVENTE 96 0.9755 ENVOLVENTE 46
B1 N+9.76m V-20x12 End-I -0.104 ENVOLVENTE 6 0.052 ENVOLVENTE 3
B1 N+9.76m V-20x12 Middle -0.291 ENVOLVENTE 18 0.2107 1.2D+1.6L+0.5Lr 13
B1 N+9.76m V-20x12 End-J -0.3429 ENVOLVENTE 21 0.1714 ENVOLVENTE 10
B2 N+9.76m V-20x12 End-I -2.095 ENVOLVENTE 102 1.2221 1.2D+1.6L+0.5Le 57
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
39
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B2 N+9.76m V-20x12 Middle -1.8009 ENVOLVENTE 86 1.0493 1.2D+1.6L+0.5Le 50
B2 N+9.76m V-20x12 End-J -0.5237 ENVOLVENTE 32 0.5237 ENVOLVENTE 32
B3 N+9.76m V-20x12 End-I -0.5227 ENVOLVENTE 32 0.2614 ENVOLVENTE 16
B3 N+9.76m V-20x12 Middle -0.696 ENVOLVENTE 43 0.4087 1.2D+1.6L+0.5Le 25
B3 N+9.76m V-20x12 End-J -0.495 ENVOLVENTE 30 0.2475 ENVOLVENTE 15
B4 N+9.76m V-20x12 End-I -0.0977 ENVOLVENTE 6 0.0977 ENVOLVENTE 6
B4 N+9.76m V-20x12 Middle -0.7281 ENVOLVENTE 45 0.2173 1.2D+1.6L+0.5Le 13
B4 N+9.76m V-20x12 End-J -0.3909 ENVOLVENTE 24 0.2672 1.2D+1.6L+0.5Lr 16
B5 N+9.76m V-20x12 End-I -0.1965 ENVOLVENTE 12 0.0983 ENVOLVENTE 6
B5 N+9.76m V-20x12 Middle -0.2691 ENVOLVENTE 16 0.1536 1.2D+1.6L+0.5Le 9
B5 N+9.76m V-20x12 End-J -0.1986 ENVOLVENTE 12 0.0993 ENVOLVENTE 6
B7 N+9.76m V-20x12 End-I -1.0929 ENVOLVENTE 51 0.5465 ENVOLVENTE 33
B7 N+9.76m V-20x12 Middle -0.2732 ENVOLVENTE 16 0.7612 1.2D+1.6L+0.5Lr 47
B7 N+9.76m V-20x12 End-J -0.9618 ENVOLVENTE 50 0.4809 ENVOLVENTE 29
B10 N+9.76m V-20x12 End-I -0.011 ENVOLVENTE 1 0.0055 ENVOLVENTE 0.3287
B10 N+9.76m V-20x12 Middle -0.0657 ENVOLVENTE 4 0.02 ENVOLVENTE 1
B10 N+9.76m V-20x12 End-J -0.0799 ENVOLVENTE 5 0.0399 ENVOLVENTE 2
B11 N+9.76m V-20x12 End-I -0.9638 ENVOLVENTE 50 0.4819 ENVOLVENTE 29
B11 N+9.76m V-20x12 Middle -0.2409 ENVOLVENTE 15 0.5683 1.2D+1.6L+0.5Lr 35
B11 N+9.76m V-20x12 End-J -0.7896 ENVOLVENTE 48 0.3948 ENVOLVENTE 24
B12 N+9.76m V-20x12 End-I -0.1697 ENVOLVENTE 10 0.0849 ENVOLVENTE 5
B12 N+9.76m V-20x12 Middle -0.1643 ENVOLVENTE 10 0.0424 ENVOLVENTE 3
B12 N+9.76m V-20x12 End-J -0.0999 ENVOLVENTE 6 0.05 ENVOLVENTE 3
B13 N+9.76m V-20x12 End-I -0.1089 ENVOLVENTE 7 0.0544 ENVOLVENTE 3
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
40
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B13 N+9.76m V-20x12 Middle -0.1156 ENVOLVENTE 7 0.0272 ENVOLVENTE 2
B13 N+9.76m V-20x12 End-J -0.0443 ENVOLVENTE 3 0.0222 ENVOLVENTE 1
B14 N+9.76m V-20x12 End-I -0.1097 ENVOLVENTE 7 0.0549 ENVOLVENTE 3
B14 N+9.76m V-20x12 Middle -0.3054 ENVOLVENTE 18 0.2142 1.2D+1.6L+0.5Lr 13
B14 N+9.76m V-20x12 End-J -0.332 ENVOLVENTE 20 0.166 ENVOLVENTE 10
B15 N+9.76m V-20x12 End-I -0.111 ENVOLVENTE 7 0.0555 ENVOLVENTE 3
B15 N+9.76m V-20x12 Middle -0.1703 ENVOLVENTE 10 0.0479 ENVOLVENTE 3
B15 N+9.76m V-20x12 End-J -0.1918 ENVOLVENTE 12 0.0959 ENVOLVENTE 6
B16 N+9.76m V-20x12 End-I -3.3194 ENVOLVENTE 171 1.6597 ENVOLVENTE 79
B16 N+9.76m V-20x12 Middle -0.8298 ENVOLVENTE 50 0.8298 ENVOLVENTE 50
B16 N+9.76m V-20x12 End-J 0 ENVOLVENTE 0 1.968 ENVOLVENTE 95
B17 N+9.76m V-20x12 End-I 0 ENVOLVENTE 0 1.655 ENVOLVENTE 79
B17 N+9.76m V-20x12 Middle -0.697 ENVOLVENTE 43 1.1485 ENVOLVENTE 54
B17 N+9.76m V-20x12 End-J -2.7879 ENVOLVENTE 140 1.3939 ENVOLVENTE 66
B18 N+9.76m V-20x12 End-I -0.1266 ENVOLVENTE 8 0.0633 ENVOLVENTE 4
B18 N+9.76m V-20x12 Middle -0.3595 ENVOLVENTE 22 0.2612 1.2D+1.6L+0.5Le 16
B18 N+9.76m V-20x12 End-J -0.4011 ENVOLVENTE 24 0.2005 ENVOLVENTE 12
B19 N+9.76m V-20x12 End-I -0.273 ENVOLVENTE 16 0.1365 ENVOLVENTE 8
B19 N+9.76m V-20x12 Middle -0.2463 ENVOLVENTE 15 0.1842 1.2D+1.6L+0.5Le 11
B19 N+9.76m V-20x12 End-J -0.0852 ENVOLVENTE 5 0.0426 ENVOLVENTE 3
B20 N+9.76m V-20x12 End-I -0.5337 ENVOLVENTE 32 0.2668 ENVOLVENTE 16
B20 N+9.76m V-20x12 Middle -0.1716 ENVOLVENTE 10 0.3649 1.2D+1.6L+0.5Lr 22
B20 N+9.76m V-20x12 End-J -0.6864 ENVOLVENTE 42 0.3432 ENVOLVENTE 21
B21 N+9.76m V-20x12 End-I -0.8396 ENVOLVENTE 50 0.4198 ENVOLVENTE 25
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
41
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B21 N+9.76m V-20x12 Middle -0.8752 ENVOLVENTE 50 0.6261 1.2D+1.6L+0.5Lr 38
B21 N+9.76m V-20x12 End-J -0.6254 ENVOLVENTE 38 0.2099 ENVOLVENTE 13
B22 N+9.76m V-20x12 End-I -0.5788 ENVOLVENTE 35 0.2894 ENVOLVENTE 17
B22 N+9.76m V-20x12 Middle -0.1447 ENVOLVENTE 9 0.3306 1.2D+1.6L+0.5Le 20
B22 N+9.76m V-20x12 End-J -0.3631 ENVOLVENTE 22 0.1815 ENVOLVENTE 11
B23 N+9.76m V-20x12 End-I -0.4724 ENVOLVENTE 29 0.2362 ENVOLVENTE 14
B23 N+9.76m V-20x12 Middle -0.1518 ENVOLVENTE 9 0.3942 1.2D+1.6L+0.5Lr 24
B23 N+9.76m V-20x12 End-J -0.6072 ENVOLVENTE 37 0.3036 ENVOLVENTE 18
B24 N+9.76m V-20x12 End-I -0.9204 ENVOLVENTE 50 0.4602 ENVOLVENTE 28
B24 N+9.76m V-20x12 Middle -0.9399 ENVOLVENTE 50 0.6875 1.2D+1.6L+0.5Le 42
B24 N+9.76m V-20x12 End-J -0.3953 ENVOLVENTE 24 0.1976 ENVOLVENTE 12
B26 N+9.76m V-20x12 End-I -0.9463 ENVOLVENTE 50 0.4731 ENVOLVENTE 29
B26 N+9.76m V-20x12 Middle -0.3139 ENVOLVENTE 19 0.6938 1.2D+1.6L+0.5Lr 42
B26 N+9.76m V-20x12 End-J -1.2554 ENVOLVENTE 59 0.6277 ENVOLVENTE 38
B27 N+9.76m V-20x12 End-I -2.0728 ENVOLVENTE 101 1.2161 1.2D+1.6L+0.5Le 57
B27 N+9.76m V-20x12 Middle -2.3539 ENVOLVENTE 116 1.3339 1.2D+1.6L+0.5Le 63
B27 N+9.76m V-20x12 End-J -1.9563 ENVOLVENTE 94 1.1564 1.2D+1.6L+0.5Le 54
B28 N+9.76m V-20x12 End-I -0.136 ENVOLVENTE 8 0.068 ENVOLVENTE 4
B28 N+9.76m V-20x12 Middle -0.068 ENVOLVENTE 4 0.034 ENVOLVENTE 2
B28 N+9.76m V-20x12 End-J -0.0381 ENVOLVENTE 2 0.0191 ENVOLVENTE 1
B29 N+9.76m V-20x12 End-I -0.619 ENVOLVENTE 38 0.3624 1.2D+1.6L+0.5Lr 22
B29 N+9.76m V-20x12 Middle -0.8926 ENVOLVENTE 50 0.4798 1.2D+1.6L+0.5Le 29
B29 N+9.76m V-20x12 End-J -0.6269 ENVOLVENTE 38 0.3607 1.2D+1.6L+0.5Le 22
B30 N+9.76m V-20x12 End-I -0.1777 ENVOLVENTE 11 0.0888 ENVOLVENTE 5
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
42
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B30 N+9.76m V-20x12 Middle -0.5067 ENVOLVENTE 31 0.3558 1.2D+1.6L+0.5Lr 22
B30 N+9.76m V-20x12 End-J -0.5339 ENVOLVENTE 32 0.267 ENVOLVENTE 16
B31 N+9.76m V-20x12 End-I -0.7283 ENVOLVENTE 45 0.3642 ENVOLVENTE 22
B31 N+9.76m V-20x12 Middle -0.1821 ENVOLVENTE 11 0.3414 1.2D+1.6L+0.5Le 21
B31 N+9.76m V-20x12 End-J -0.3368 ENVOLVENTE 20 0.1684 ENVOLVENTE 10
B32 N+9.76m V-20x12 End-I -0.4179 ENVOLVENTE 25 0.209 ENVOLVENTE 13
B32 N+9.76m V-20x12 Middle -0.1654 ENVOLVENTE 10 0.2854 1.2D+1.6L+0.5Le 17
B32 N+9.76m V-20x12 End-J -0.6618 ENVOLVENTE 40 0.3309 ENVOLVENTE 20
B33 N+9.76m V-20x12 End-I -0.5341 ENVOLVENTE 32 0.267 ENVOLVENTE 16
B33 N+9.76m V-20x12 Middle -0.5099 ENVOLVENTE 31 0.3775 1.2D+1.6L+0.5Le 23
B33 N+9.76m V-20x12 End-J -0.1742 ENVOLVENTE 10 0.0871 ENVOLVENTE 5
B34 N+9.76m V-20x12 End-I -1.1366 ENVOLVENTE 53 0.6827 1.2D+1.6L+0.5Le 42
B34 N+9.76m V-20x12 Middle -1.6744 ENVOLVENTE 80 0.9193 1.2D+1.6L+0.5Le 50
B34 N+9.76m V-20x12 End-J -1.135 ENVOLVENTE 53 0.6838 1.2D+1.6L+0.5Le 42
B35 N+9.76m V-20x12 End-I -0.4237 ENVOLVENTE 26 0.4237 ENVOLVENTE 26
B35 N+9.76m V-20x12 Middle -3.2013 ENVOLVENTE 164 0.4237 ENVOLVENTE 26
B35 N+9.76m V-20x12 End-J 0 ENVOLVENTE 0 1.6948 ENVOLVENTE 81
B36 N+9.76m V-20x12 End-I 0 ENVOLVENTE 0 1.6949 ENVOLVENTE 81
B36 N+9.76m V-20x12 Middle -2.8502 ENVOLVENTE 143 0.5526 1.2D+1.6L+0.5Lr 34
B36 N+9.76m V-20x12 End-J -0.4237 ENVOLVENTE 26 0.4237 ENVOLVENTE 26
B37 N+9.76m V-20x12 End-I -2.4633 ENVOLVENTE 122 1.2317 ENVOLVENTE 58
B37 N+9.76m V-20x12 Middle -0.6158 ENVOLVENTE 38 0.8359 ENVOLVENTE 50
B37 N+9.76m V-20x12 End-J 0 ENVOLVENTE 0 1.4962 ENVOLVENTE 71
B38 N+9.76m V-20x12 End-I -0.2044 ENVOLVENTE 12 0.1022 ENVOLVENTE 6
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
43
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B38 N+9.76m V-20x12 Middle -0.6499 ENVOLVENTE 40 0.9825 1.2D+1.6L+0.5Le 50
B38 N+9.76m V-20x12 End-J -2.5994 ENVOLVENTE 129 1.2997 ENVOLVENTE 61
B39 N+9.76m V-20x12 End-I -1.6023 ENVOLVENTE 76 0.9088 1.2D+1.6L+0.5Le 50
B39 N+9.76m V-20x12 Middle -1.7149 ENVOLVENTE 82 0.9544 1.2D+1.6L+0.5Le 50
B39 N+9.76m V-20x12 End-J -1.5551 ENVOLVENTE 74 0.9079 1.2D+1.6L+0.5Le 50
B40 N+9.76m V-20x12 End-I -1.3289 ENVOLVENTE 63 0.6645 ENVOLVENTE 41
B40 N+9.76m V-20x12 Middle -0.3322 ENVOLVENTE 20 0.5508 1.2D+1.6L+0.5Le 34
B40 N+9.76m V-20x12 End-J -0.3545 ENVOLVENTE 21 0.1772 ENVOLVENTE 11
B41 N+9.76m V-20x12 End-I -0.5635 ENVOLVENTE 8 0.2817 ENVOLVENTE 4
B41 N+9.76m V-20x12 Middle -0.1409 ENVOLVENTE 2 0.6315 1.2D+1.6L+0.5Le 9
B41 N+9.76m V-20x12 End-J -0.4673 ENVOLVENTE 7 0.2337 ENVOLVENTE 3
B42 N+9.76m V-20x12 End-I -0.2435 ENVOLVENTE 15 0.2435 ENVOLVENTE 15
B42 N+9.76m V-20x12 Middle -0.2435 ENVOLVENTE 15 0.2486 ENVOLVENTE 15
B42 N+9.76m V-20x12 End-J -0.9741 ENVOLVENTE 50 0.487 ENVOLVENTE 30
B44 N+9.76m V-20x12 End-I -0.1756 ENVOLVENTE 11 0.0878 ENVOLVENTE 5
B44 N+9.76m V-20x12 Middle -0.2938 ENVOLVENTE 18 0.1664 1.2D+1.6L+0.5Le 10
B44 N+9.76m V-20x12 End-J -0.1823 ENVOLVENTE 11 0.0912 ENVOLVENTE 5
B45 N+9.76m V-20x12 End-I -0.1951 ENVOLVENTE 12 0.0976 ENVOLVENTE 6
B45 N+9.76m V-20x12 Middle -0.3335 ENVOLVENTE 20 0.1909 1.2D+1.6L+0.5Lr 11
B45 N+9.76m V-20x12 End-J -0.2523 ENVOLVENTE 15 0.1261 ENVOLVENTE 8
B46 N+9.76m V-20x12 End-I -1.1262 ENVOLVENTE 53 0.638 1.2D+1.6L+0.5Le 39
B46 N+9.76m V-20x12 Middle -1.4738 ENVOLVENTE 70 0.7634 1.2D+1.6L+0.5Lr 47
B46 N+9.76m V-20x12 End-J -1.127 ENVOLVENTE 53 0.6362 1.2D+1.6L+0.5Lr 39
B47 N+9.76m V-20x12 End-I -0.1167 ENVOLVENTE 7 0.1167 ENVOLVENTE 7
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
44
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B47 N+9.76m V-20x12 Middle -0.6391 ENVOLVENTE 39 0.253 1.2D+1.6L+0.5Le 15
B47 N+9.76m V-20x12 End-J -0.4669 ENVOLVENTE 28 0.2492 1.2D+1.6L+0.5Lr 15
B51 N+9.76m V-20x12 End-I -0.0977 ENVOLVENTE 6 0.0977 ENVOLVENTE 6
B51 N+9.76m V-20x12 Middle -0.7281 ENVOLVENTE 45 0.2173 1.2D+1.6L+0.5Le 13
B51 N+9.76m V-20x12 End-J -0.3909 ENVOLVENTE 24 0.2672 1.2D+1.6L+0.5Lr 16
B52 N+9.76m V-20x12 End-I -0.1965 ENVOLVENTE 12 0.0983 ENVOLVENTE 6
B52 N+9.76m V-20x12 Middle -0.2691 ENVOLVENTE 16 0.1536 1.2D+1.6L+0.5Le 9
B52 N+9.76m V-20x12 End-J -0.1987 ENVOLVENTE 12 0.0993 ENVOLVENTE 6
B53 N+9.76m V-20x12 End-I -0.011 ENVOLVENTE 1 0.0055 ENVOLVENTE 0.3287
B53 N+9.76m V-20x12 Middle -0.0657 ENVOLVENTE 4 0.02 ENVOLVENTE 1
B53 N+9.76m V-20x12 End-J -0.0799 ENVOLVENTE 5 0.0399 ENVOLVENTE 2
B54 N+9.76m V-20x12 End-I -0.9638 ENVOLVENTE 50 0.4819 ENVOLVENTE 29
B54 N+9.76m V-20x12 Middle -0.2409 ENVOLVENTE 15 0.5683 1.2D+1.6L+0.5Lr 35
B54 N+9.76m V-20x12 End-J -0.7896 ENVOLVENTE 48 0.3948 ENVOLVENTE 24
B55 N+9.76m V-20x12 End-I -0.1697 ENVOLVENTE 10 0.0849 ENVOLVENTE 5
B55 N+9.76m V-20x12 Middle -0.1643 ENVOLVENTE 10 0.0424 ENVOLVENTE 3
B55 N+9.76m V-20x12 End-J -0.0999 ENVOLVENTE 6 0.05 ENVOLVENTE 3
B56 N+9.76m V-20x12 End-I -0.1089 ENVOLVENTE 7 0.0544 ENVOLVENTE 3
B56 N+9.76m V-20x12 Middle -0.1156 ENVOLVENTE 7 0.0272 ENVOLVENTE 2
B56 N+9.76m V-20x12 End-J -0.0443 ENVOLVENTE 3 0.0222 ENVOLVENTE 1
B57 N+9.76m V-20x12 End-I -0.1097 ENVOLVENTE 7 0.0549 ENVOLVENTE 3
B57 N+9.76m V-20x12 Middle -0.3054 ENVOLVENTE 18 0.2142 1.2D+1.6L+0.5Lr 13
B57 N+9.76m V-20x12 End-J -0.332 ENVOLVENTE 20 0.166 ENVOLVENTE 10
B58 N+9.76m V-20x12 End-I -0.111 ENVOLVENTE 7 0.0555 ENVOLVENTE 3
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
45
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B58 N+9.76m V-20x12 Middle -0.1703 ENVOLVENTE 10 0.0479 ENVOLVENTE 3
B58 N+9.76m V-20x12 End-J -0.1918 ENVOLVENTE 12 0.0959 ENVOLVENTE 6
B59 N+9.76m V-20x12 End-I -3.3194 ENVOLVENTE 171 1.6597 ENVOLVENTE 79
B59 N+9.76m V-20x12 Middle -0.8298 ENVOLVENTE 50 0.8298 ENVOLVENTE 50
B59 N+9.76m V-20x12 End-J 0 ENVOLVENTE 0 1.968 ENVOLVENTE 95
B60 N+9.76m V-20x12 End-I 0 ENVOLVENTE 0 1.655 ENVOLVENTE 79
B60 N+9.76m V-20x12 Middle -0.697 ENVOLVENTE 43 1.1485 ENVOLVENTE 54
B60 N+9.76m V-20x12 End-J -2.7879 ENVOLVENTE 140 1.3939 ENVOLVENTE 66
B61 N+9.76m V-20x12 End-I -0.1266 ENVOLVENTE 8 0.0633 ENVOLVENTE 4
B61 N+9.76m V-20x12 Middle -0.3595 ENVOLVENTE 22 0.2612 1.2D+1.6L+0.5Le 16
B61 N+9.76m V-20x12 End-J -0.4011 ENVOLVENTE 24 0.2005 ENVOLVENTE 12
B62 N+9.76m V-20x12 End-I -0.273 ENVOLVENTE 16 0.1365 ENVOLVENTE 8
B62 N+9.76m V-20x12 Middle -0.2463 ENVOLVENTE 15 0.1842 1.2D+1.6L+0.5Le 11
B62 N+9.76m V-20x12 End-J -0.0852 ENVOLVENTE 5 0.0426 ENVOLVENTE 3
B63 N+9.76m V-20x12 End-I -0.5337 ENVOLVENTE 32 0.2668 ENVOLVENTE 16
B63 N+9.76m V-20x12 Middle -0.1716 ENVOLVENTE 10 0.3649 1.2D+1.6L+0.5Lr 22
B63 N+9.76m V-20x12 End-J -0.6864 ENVOLVENTE 42 0.3432 ENVOLVENTE 21
B64 N+9.76m V-20x12 End-I -0.8396 ENVOLVENTE 50 0.4198 ENVOLVENTE 25
B64 N+9.76m V-20x12 Middle -0.8752 ENVOLVENTE 50 0.626 1.2D+1.6L+0.5Lr 38
B64 N+9.76m V-20x12 End-J -0.6254 ENVOLVENTE 38 0.2099 ENVOLVENTE 13
B65 N+9.76m V-20x12 End-I -0.5789 ENVOLVENTE 35 0.2894 ENVOLVENTE 17
B65 N+9.76m V-20x12 Middle -0.1447 ENVOLVENTE 9 0.3306 1.2D+1.6L+0.5Le 20
B65 N+9.76m V-20x12 End-J -0.3631 ENVOLVENTE 22 0.1815 ENVOLVENTE 11
B66 N+9.76m V-20x12 End-I -0.4724 ENVOLVENTE 29 0.2362 ENVOLVENTE 14
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
46
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B66 N+9.76m V-20x12 Middle -0.1518 ENVOLVENTE 9 0.3942 1.2D+1.6L+0.5Lr 24
B66 N+9.76m V-20x12 End-J -0.6072 ENVOLVENTE 37 0.3036 ENVOLVENTE 18
B67 N+9.76m V-20x12 End-I -0.9204 ENVOLVENTE 50 0.4602 ENVOLVENTE 28
B67 N+9.76m V-20x12 Middle -0.9399 ENVOLVENTE 50 0.6875 1.2D+1.6L+0.5Le 42
B67 N+9.76m V-20x12 End-J -0.3953 ENVOLVENTE 24 0.1976 ENVOLVENTE 12
B68 N+9.76m V-20x12 End-I -1.0929 ENVOLVENTE 51 0.5465 ENVOLVENTE 33
B68 N+9.76m V-20x12 Middle -0.2732 ENVOLVENTE 16 0.7612 1.2D+1.6L+0.5Lr 47
B68 N+9.76m V-20x12 End-J -0.9618 ENVOLVENTE 50 0.4809 ENVOLVENTE 29
B69 N+9.76m V-20x12 End-I -0.9463 ENVOLVENTE 50 0.4731 ENVOLVENTE 29
B69 N+9.76m V-20x12 Middle -0.3139 ENVOLVENTE 19 0.6938 1.2D+1.6L+0.5Lr 42
B69 N+9.76m V-20x12 End-J -1.2554 ENVOLVENTE 59 0.6277 ENVOLVENTE 38
B70 N+9.76m V-20x12 End-I -2.0728 ENVOLVENTE 101 1.2161 1.2D+1.6L+0.5Le 57
B70 N+9.76m V-20x12 Middle -2.3539 ENVOLVENTE 116 1.3339 1.2D+1.6L+0.5Le 63
B70 N+9.76m V-20x12 End-J -1.9563 ENVOLVENTE 94 1.1564 1.2D+1.6L+0.5Le 54
B71 N+9.76m V-20x12 End-I -0.136 ENVOLVENTE 8 0.068 ENVOLVENTE 4
B71 N+9.76m V-20x12 Middle -0.068 ENVOLVENTE 4 0.034 ENVOLVENTE 2
B71 N+9.76m V-20x12 End-J -0.0381 ENVOLVENTE 2 0.0191 ENVOLVENTE 1
B72 N+9.76m V-20x12 End-I -0.619 ENVOLVENTE 38 0.3624 1.2D+1.6L+0.5Lr 22
B72 N+9.76m V-20x12 Middle -0.8926 ENVOLVENTE 50 0.4798 1.2D+1.6L+0.5Le 29
B72 N+9.76m V-20x12 End-J -0.6269 ENVOLVENTE 38 0.3607 1.2D+1.6L+0.5Le 22
B73 N+9.76m V-20x12 End-I -0.1777 ENVOLVENTE 11 0.0888 ENVOLVENTE 5
B73 N+9.76m V-20x12 Middle -0.5067 ENVOLVENTE 31 0.3558 1.2D+1.6L+0.5Lr 22
B73 N+9.76m V-20x12 End-J -0.5339 ENVOLVENTE 32 0.267 ENVOLVENTE 16
B74 N+9.76m V-20x12 End-I -0.7283 ENVOLVENTE 45 0.3642 ENVOLVENTE 22
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
47
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B74 N+9.76m V-20x12 Middle -0.1821 ENVOLVENTE 11 0.3414 1.2D+1.6L+0.5Le 21
B74 N+9.76m V-20x12 End-J -0.3368 ENVOLVENTE 20 0.1684 ENVOLVENTE 10
B75 N+9.76m V-20x12 End-I -0.4179 ENVOLVENTE 25 0.209 ENVOLVENTE 13
B75 N+9.76m V-20x12 Middle -0.1654 ENVOLVENTE 10 0.2854 1.2D+1.6L+0.5Le 17
B75 N+9.76m V-20x12 End-J -0.6618 ENVOLVENTE 40 0.3309 ENVOLVENTE 20
B76 N+9.76m V-20x12 End-I -0.5341 ENVOLVENTE 32 0.267 ENVOLVENTE 16
B76 N+9.76m V-20x12 Middle -0.5099 ENVOLVENTE 31 0.3775 1.2D+1.6L+0.5Le 23
B76 N+9.76m V-20x12 End-J -0.1742 ENVOLVENTE 10 0.0871 ENVOLVENTE 5
B77 N+9.76m V-20x12 End-I -1.1366 ENVOLVENTE 53 0.6827 1.2D+1.6L+0.5Le 42
B77 N+9.76m V-20x12 Middle -1.6744 ENVOLVENTE 80 0.9193 1.2D+1.6L+0.5Le 50
B77 N+9.76m V-20x12 End-J -1.135 ENVOLVENTE 53 0.6838 1.2D+1.6L+0.5Le 42
B78 N+9.76m V-20x12 End-I -0.4237 ENVOLVENTE 26 0.4237 ENVOLVENTE 26
B78 N+9.76m V-20x12 Middle -3.2013 ENVOLVENTE 164 0.4237 ENVOLVENTE 26
B78 N+9.76m V-20x12 End-J 0 ENVOLVENTE 0 1.6948 ENVOLVENTE 81
B79 N+9.76m V-20x12 End-I 0 ENVOLVENTE 0 1.6949 ENVOLVENTE 81
B79 N+9.76m V-20x12 Middle -2.8502 ENVOLVENTE 143 0.5526 1.2D+1.6L+0.5Lr 34
B79 N+9.76m V-20x12 End-J -0.4237 ENVOLVENTE 26 0.4237 ENVOLVENTE 26
B80 N+9.76m V-20x12 End-I -2.4633 ENVOLVENTE 122 1.2317 ENVOLVENTE 58
B80 N+9.76m V-20x12 Middle -0.6158 ENVOLVENTE 38 0.8359 ENVOLVENTE 50
B80 N+9.76m V-20x12 End-J 0 ENVOLVENTE 0 1.4962 ENVOLVENTE 71
B81 N+9.76m V-20x12 End-I -0.2044 ENVOLVENTE 12 0.1022 ENVOLVENTE 6
B81 N+9.76m V-20x12 Middle -0.6499 ENVOLVENTE 40 0.9825 1.2D+1.6L+0.5Le 50
B81 N+9.76m V-20x12 End-J -2.5994 ENVOLVENTE 129 1.2997 ENVOLVENTE 61
B82 N+9.76m V-20x12 End-I -1.6023 ENVOLVENTE 76 0.9088 1.2D+1.6L+0.5Le 50
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
48
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B82 N+9.76m V-20x12 Middle -1.7149 ENVOLVENTE 82 0.9544 1.2D+1.6L+0.5Le 50
B82 N+9.76m V-20x12 End-J -1.5551 ENVOLVENTE 74 0.9079 1.2D+1.6L+0.5Le 50
B83 N+9.76m V-20x12 End-I -1.3289 ENVOLVENTE 63 0.6645 ENVOLVENTE 41
B83 N+9.76m V-20x12 Middle -0.3322 ENVOLVENTE 20 0.5508 1.2D+1.6L+0.5Le 34
B83 N+9.76m V-20x12 End-J -0.3545 ENVOLVENTE 21 0.1772 ENVOLVENTE 11
B84 N+9.76m V-20x12 End-I -0.2435 ENVOLVENTE 15 0.2435 ENVOLVENTE 15
B84 N+9.76m V-20x12 Middle -0.2435 ENVOLVENTE 15 0.2486 ENVOLVENTE 15
B84 N+9.76m V-20x12 End-J -0.9741 ENVOLVENTE 50 0.487 ENVOLVENTE 30
B85 N+9.76m V-20x12 End-I -0.1756 ENVOLVENTE 11 0.0878 ENVOLVENTE 5
B85 N+9.76m V-20x12 Middle -0.2938 ENVOLVENTE 18 0.1664 1.2D+1.6L+0.5Le 10
B85 N+9.76m V-20x12 End-J -0.1823 ENVOLVENTE 11 0.0912 ENVOLVENTE 5
B86 N+9.76m V-20x12 End-I -0.1951 ENVOLVENTE 12 0.0976 ENVOLVENTE 6
B86 N+9.76m V-20x12 Middle -0.3335 ENVOLVENTE 20 0.1909 1.2D+1.6L+0.5Lr 11
B86 N+9.76m V-20x12 End-J -0.2523 ENVOLVENTE 15 0.1261 ENVOLVENTE 8
B87 N+9.76m V-20x12 End-I -0.1167 ENVOLVENTE 7 0.1167 ENVOLVENTE 7
B87 N+9.76m V-20x12 Middle -0.6391 ENVOLVENTE 39 0.253 1.2D+1.6L+0.5Le 15
B87 N+9.76m V-20x12 End-J -0.4669 ENVOLVENTE 28 0.2492 1.2D+1.6L+0.5Lr 15
B88 N+9.76m V-20x12 End-I -0.5635 ENVOLVENTE 8 0.2817 ENVOLVENTE 4
B88 N+9.76m V-20x12 Middle -0.1409 ENVOLVENTE 2 0.6315 1.2D+1.6L+0.5Le 9
B88 N+9.76m V-20x12 End-J -0.4673 ENVOLVENTE 7 0.2337 ENVOLVENTE 3
B92 N+9.76m V-20x12 End-I -0.3429 ENVOLVENTE 21 0.1714 ENVOLVENTE 10
B92 N+9.76m V-20x12 Middle -0.291 ENVOLVENTE 18 0.2205 1.2D+1.6L+0.5Lr 13
B92 N+9.76m V-20x12 End-J -0.104 ENVOLVENTE 6 0.052 ENVOLVENTE 3
B93 N+9.76m V-20x12 End-I -0.5237 ENVOLVENTE 32 0.5237 ENVOLVENTE 32
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
49
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B93 N+9.76m V-20x12 Middle -1.8009 ENVOLVENTE 86 0.8546 1.2D+1.6L+0.5Le 50
B93 N+9.76m V-20x12 End-J -2.095 ENVOLVENTE 102 1.1248 1.2D+1.6L+0.5Le 52
B94 N+9.76m V-20x12 End-I -0.495 ENVOLVENTE 30 0.2475 ENVOLVENTE 15
B94 N+9.76m V-20x12 Middle -0.696 ENVOLVENTE 43 0.4355 1.2D+1.6L+0.5Lr 26
B94 N+9.76m V-20x12 End-J -0.5227 ENVOLVENTE 32 0.2614 ENVOLVENTE 16
B95 N+9.76m V-20x12 End-I -0.0977 ENVOLVENTE 6 0.0977 ENVOLVENTE 6
B95 N+9.76m V-20x12 Middle -0.7281 ENVOLVENTE 45 0.2173 1.2D+1.6L+0.5Le 13
B95 N+9.76m V-20x12 End-J -0.3909 ENVOLVENTE 24 0.2672 1.2D+1.6L+0.5Lr 16
B96 N+9.76m V-20x12 End-I -0.1965 ENVOLVENTE 12 0.0983 ENVOLVENTE 6
B96 N+9.76m V-20x12 Middle -0.2691 ENVOLVENTE 16 0.1536 1.2D+1.6L+0.5Le 9
B96 N+9.76m V-20x12 End-J -0.1987 ENVOLVENTE 12 0.0993 ENVOLVENTE 6
B97 N+9.76m V-20x12 End-I -0.0799 ENVOLVENTE 5 0.0399 ENVOLVENTE 2
B97 N+9.76m V-20x12 Middle -0.0657 ENVOLVENTE 4 0.02 ENVOLVENTE 1
B97 N+9.76m V-20x12 End-J -0.011 ENVOLVENTE 1 0.0055 ENVOLVENTE 0.3287
B98 N+9.76m V-20x12 End-I -0.7896 ENVOLVENTE 48 0.3948 ENVOLVENTE 24
B98 N+9.76m V-20x12 Middle -0.2409 ENVOLVENTE 15 0.5683 1.2D+1.6L+0.5Lr 35
B98 N+9.76m V-20x12 End-J -0.9638 ENVOLVENTE 50 0.4819 ENVOLVENTE 29
B99 N+9.76m V-20x12 End-I -0.0999 ENVOLVENTE 6 0.05 ENVOLVENTE 3
B99 N+9.76m V-20x12 Middle -0.1643 ENVOLVENTE 10 0.0424 ENVOLVENTE 3
B99 N+9.76m V-20x12 End-J -0.1697 ENVOLVENTE 10 0.0849 ENVOLVENTE 5
B100 N+9.76m V-20x12 End-I -0.0443 ENVOLVENTE 3 0.0222 ENVOLVENTE 1
B100 N+9.76m V-20x12 Middle -0.1156 ENVOLVENTE 7 0.0272 ENVOLVENTE 2
B100 N+9.76m V-20x12 End-J -0.1089 ENVOLVENTE 7 0.0544 ENVOLVENTE 3
B101 N+9.76m V-20x12 End-I -0.332 ENVOLVENTE 20 0.166 ENVOLVENTE 10
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
50
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B101 N+9.76m V-20x12 Middle -0.3054 ENVOLVENTE 18 0.2255 1.2D+1.6L+0.5Lr 14
B101 N+9.76m V-20x12 End-J -0.1097 ENVOLVENTE 7 0.0549 ENVOLVENTE 3
B102 N+9.76m V-20x12 End-I -0.1918 ENVOLVENTE 12 0.0959 ENVOLVENTE 6
B102 N+9.76m V-20x12 Middle -0.1703 ENVOLVENTE 10 0.0479 ENVOLVENTE 3
B102 N+9.76m V-20x12 End-J -0.111 ENVOLVENTE 7 0.0555 ENVOLVENTE 3
B103 N+9.76m V-20x12 End-I 0 ENVOLVENTE 0 1.968 ENVOLVENTE 95
B103 N+9.76m V-20x12 Middle -0.8298 ENVOLVENTE 50 0.8298 ENVOLVENTE 50
B103 N+9.76m V-20x12 End-J -3.3194 ENVOLVENTE 171 1.6597 ENVOLVENTE 79
B104 N+9.76m V-20x12 End-I -2.7879 ENVOLVENTE 140 1.3939 ENVOLVENTE 66
B104 N+9.76m V-20x12 Middle -0.697 ENVOLVENTE 43 1.1485 ENVOLVENTE 54
B104 N+9.76m V-20x12 End-J 0 ENVOLVENTE 0 1.655 ENVOLVENTE 79
B105 N+9.76m V-20x12 End-I -0.1266 ENVOLVENTE 8 0.0633 ENVOLVENTE 4
B105 N+9.76m V-20x12 Middle -0.3595 ENVOLVENTE 22 0.2612 1.2D+1.6L+0.5Le 16
B105 N+9.76m V-20x12 End-J -0.4011 ENVOLVENTE 24 0.2005 ENVOLVENTE 12
B106 N+9.76m V-20x12 End-I -0.273 ENVOLVENTE 16 0.1365 ENVOLVENTE 8
B106 N+9.76m V-20x12 Middle -0.2463 ENVOLVENTE 15 0.1842 1.2D+1.6L+0.5Le 11
B106 N+9.76m V-20x12 End-J -0.0852 ENVOLVENTE 5 0.0426 ENVOLVENTE 3
B107 N+9.76m V-20x12 End-I -0.6864 ENVOLVENTE 42 0.3432 ENVOLVENTE 21
B107 N+9.76m V-20x12 Middle -0.1716 ENVOLVENTE 10 0.3649 1.2D+1.6L+0.5Lr 22
B107 N+9.76m V-20x12 End-J -0.5337 ENVOLVENTE 32 0.2668 ENVOLVENTE 16
B108 N+9.76m V-20x12 End-I -0.6254 ENVOLVENTE 38 0.2099 ENVOLVENTE 13
B108 N+9.76m V-20x12 Middle -0.8752 ENVOLVENTE 50 0.4373 ENVOLVENTE 27
B108 N+9.76m V-20x12 End-J -0.8396 ENVOLVENTE 50 0.4198 ENVOLVENTE 25
B109 N+9.76m V-20x12 End-I -0.3631 ENVOLVENTE 22 0.1815 ENVOLVENTE 11
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
51
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B109 N+9.76m V-20x12 Middle -0.1447 ENVOLVENTE 9 0.3306 1.2D+1.6L+0.5Le 20
B109 N+9.76m V-20x12 End-J -0.5789 ENVOLVENTE 35 0.2894 ENVOLVENTE 17
B110 N+9.76m V-20x12 End-I -0.6072 ENVOLVENTE 37 0.3036 ENVOLVENTE 18
B110 N+9.76m V-20x12 Middle -0.1518 ENVOLVENTE 9 0.3942 1.2D+1.6L+0.5Lr 24
B110 N+9.76m V-20x12 End-J -0.4724 ENVOLVENTE 29 0.2362 ENVOLVENTE 14
B111 N+9.76m V-20x12 End-I -0.3953 ENVOLVENTE 24 0.1976 ENVOLVENTE 12
B111 N+9.76m V-20x12 Middle -0.9399 ENVOLVENTE 50 0.6475 1.2D+1.6L+0.5Le 40
B111 N+9.76m V-20x12 End-J -0.9204 ENVOLVENTE 50 0.4602 ENVOLVENTE 28
B112 N+9.76m V-20x12 End-I -1.0929 ENVOLVENTE 51 0.5465 ENVOLVENTE 33
B112 N+9.76m V-20x12 Middle -0.2732 ENVOLVENTE 16 0.7612 1.2D+1.6L+0.5Lr 47
B112 N+9.76m V-20x12 End-J -0.9618 ENVOLVENTE 50 0.4809 ENVOLVENTE 29
B113 N+9.76m V-20x12 End-I -0.9463 ENVOLVENTE 50 0.4731 ENVOLVENTE 29
B113 N+9.76m V-20x12 Middle -0.3139 ENVOLVENTE 19 0.6938 1.2D+1.6L+0.5Lr 42
B113 N+9.76m V-20x12 End-J -1.2554 ENVOLVENTE 59 0.6277 ENVOLVENTE 38
B114 N+9.76m V-20x12 End-I -2.0728 ENVOLVENTE 101 1.2161 1.2D+1.6L+0.5Le 57
B114 N+9.76m V-20x12 Middle -2.3539 ENVOLVENTE 116 1.3339 1.2D+1.6L+0.5Le 63
B114 N+9.76m V-20x12 End-J -1.9563 ENVOLVENTE 94 1.1564 1.2D+1.6L+0.5Le 54
B115 N+9.76m V-20x12 End-I -0.136 ENVOLVENTE 8 0.068 ENVOLVENTE 4
B115 N+9.76m V-20x12 Middle -0.068 ENVOLVENTE 4 0.034 ENVOLVENTE 2
B115 N+9.76m V-20x12 End-J -0.0381 ENVOLVENTE 2 0.0191 ENVOLVENTE 1
B116 N+9.76m V-20x12 End-I -0.619 ENVOLVENTE 38 0.3624 1.2D+1.6L+0.5Lr 22
B116 N+9.76m V-20x12 Middle -0.8926 ENVOLVENTE 50 0.4798 1.2D+1.6L+0.5Le 29
B116 N+9.76m V-20x12 End-J -0.6269 ENVOLVENTE 38 0.3607 1.2D+1.6L+0.5Le 22
B117 N+9.76m V-20x12 End-I -0.5339 ENVOLVENTE 32 0.267 ENVOLVENTE 16
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
52
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B117 N+9.76m V-20x12 Middle -0.5067 ENVOLVENTE 31 0.3774 1.2D+1.6L+0.5Lr 23
B117 N+9.76m V-20x12 End-J -0.1777 ENVOLVENTE 11 0.0888 ENVOLVENTE 5
B118 N+9.76m V-20x12 End-I -0.3368 ENVOLVENTE 20 0.1684 ENVOLVENTE 10
B118 N+9.76m V-20x12 Middle -0.1821 ENVOLVENTE 11 0.3414 1.2D+1.6L+0.5Le 21
B118 N+9.76m V-20x12 End-J -0.7283 ENVOLVENTE 45 0.3642 ENVOLVENTE 22
B119 N+9.76m V-20x12 End-I -0.6618 ENVOLVENTE 40 0.3309 ENVOLVENTE 20
B119 N+9.76m V-20x12 Middle -0.1654 ENVOLVENTE 10 0.2854 1.2D+1.6L+0.5Le 17
B119 N+9.76m V-20x12 End-J -0.4179 ENVOLVENTE 25 0.209 ENVOLVENTE 13
B120 N+9.76m V-20x12 End-I -0.1742 ENVOLVENTE 10 0.0871 ENVOLVENTE 5
B120 N+9.76m V-20x12 Middle -0.5099 ENVOLVENTE 31 0.3553 1.2D+1.6L+0.5Le 21
B120 N+9.76m V-20x12 End-J -0.5341 ENVOLVENTE 32 0.267 ENVOLVENTE 16
B121 N+9.76m V-20x12 End-I -1.1366 ENVOLVENTE 53 0.6827 1.2D+1.6L+0.5Le 42
B121 N+9.76m V-20x12 Middle -1.6744 ENVOLVENTE 80 0.9193 1.2D+1.6L+0.5Le 50
B121 N+9.76m V-20x12 End-J -1.135 ENVOLVENTE 53 0.6838 1.2D+1.6L+0.5Le 42
B122 N+9.76m V-20x12 End-I 0 ENVOLVENTE 0 1.6948 ENVOLVENTE 81
B122 N+9.76m V-20x12 Middle -3.2013 ENVOLVENTE 164 0.4237 ENVOLVENTE 26
B122 N+9.76m V-20x12 End-J -0.4237 ENVOLVENTE 26 0.4237 ENVOLVENTE 26
B123 N+9.76m V-20x12 End-I -0.4237 ENVOLVENTE 26 0.4237 ENVOLVENTE 26
B123 N+9.76m V-20x12 Middle -2.8501 ENVOLVENTE 143 0.5266 ENVOLVENTE 32
B123 N+9.76m V-20x12 End-J 0 ENVOLVENTE 0 1.6949 ENVOLVENTE 81
B124 N+9.76m V-20x12 End-I 0 ENVOLVENTE 0 1.4962 ENVOLVENTE 71
B124 N+9.76m V-20x12 Middle -0.6158 ENVOLVENTE 38 0.8359 ENVOLVENTE 50
B124 N+9.76m V-20x12 End-J -2.4633 ENVOLVENTE 122 1.2317 ENVOLVENTE 58
B125 N+9.76m V-20x12 End-I -0.2044 ENVOLVENTE 12 0.1022 ENVOLVENTE 6
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
53
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B125 N+9.76m V-20x12 Middle -0.6499 ENVOLVENTE 40 0.9825 1.2D+1.6L+0.5Le 50
B125 N+9.76m V-20x12 End-J -2.5994 ENVOLVENTE 129 1.2997 ENVOLVENTE 61
B126 N+9.76m V-20x12 End-I -1.6023 ENVOLVENTE 76 0.9088 1.2D+1.6L+0.5Le 50
B126 N+9.76m V-20x12 Middle -1.7149 ENVOLVENTE 82 0.9544 1.2D+1.6L+0.5Le 50
B126 N+9.76m V-20x12 End-J -1.5551 ENVOLVENTE 74 0.9079 1.2D+1.6L+0.5Le 50
B127 N+9.76m V-20x12 End-I -1.3289 ENVOLVENTE 63 0.6645 ENVOLVENTE 41
B127 N+9.76m V-20x12 Middle -0.3322 ENVOLVENTE 20 0.5508 1.2D+1.6L+0.5Le 34
B127 N+9.76m V-20x12 End-J -0.3545 ENVOLVENTE 21 0.1772 ENVOLVENTE 11
B128 N+9.76m V-20x12 End-I -0.9741 ENVOLVENTE 50 0.487 ENVOLVENTE 30
B128 N+9.76m V-20x12 Middle -0.2435 ENVOLVENTE 15 0.3166 1.2D+1.6L+0.5Le 19
B128 N+9.76m V-20x12 End-J -0.2435 ENVOLVENTE 15 0.2435 ENVOLVENTE 15
B129 N+9.76m V-20x12 End-I -1.127 ENVOLVENTE 53 0.6681 1.2D+1.6L+0.5Lr 41
B129 N+9.76m V-20x12 Middle -1.4738 ENVOLVENTE 70 0.8273 1.2D+1.6L+0.5Le 50
B129 N+9.76m V-20x12 End-J -1.1262 ENVOLVENTE 53 0.6699 1.2D+1.6L+0.5Le 41
B130 N+9.76m V-20x12 End-I -0.1167 ENVOLVENTE 7 0.1167 ENVOLVENTE 7
B130 N+9.76m V-20x12 Middle -0.6391 ENVOLVENTE 39 0.253 1.2D+1.6L+0.5Le 15
B130 N+9.76m V-20x12 End-J -0.4669 ENVOLVENTE 28 0.2492 1.2D+1.6L+0.5Lr 15
B131 N+9.76m V-20x12 End-I -0.4673 ENVOLVENTE 7 0.2337 ENVOLVENTE 3
B131 N+9.76m V-20x12 Middle -0.1409 ENVOLVENTE 2 0.6315 1.2D+1.6L+0.5Le 9
B131 N+9.76m V-20x12 End-J -0.5635 ENVOLVENTE 8 0.2817 ENVOLVENTE 4
B133 N+9.76m V-20x12 End-I -0.0977 ENVOLVENTE 6 0.0977 ENVOLVENTE 6
B133 N+9.76m V-20x12 Middle -0.7281 ENVOLVENTE 45 0.2173 1.2D+1.6L+0.5Le 13
B133 N+9.76m V-20x12 End-J -0.3909 ENVOLVENTE 24 0.2672 1.2D+1.6L+0.5Lr 16
B134 N+9.76m V-20x12 End-I -0.1965 ENVOLVENTE 12 0.0983 ENVOLVENTE 6
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
54
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B134 N+9.76m V-20x12 Middle -0.2691 ENVOLVENTE 16 0.1536 1.2D+1.6L+0.5Le 9
B134 N+9.76m V-20x12 End-J -0.1986 ENVOLVENTE 12 0.0993 ENVOLVENTE 6
B135 N+9.76m V-20x12 End-I -0.0799 ENVOLVENTE 5 0.0399 ENVOLVENTE 2
B135 N+9.76m V-20x12 Middle -0.0657 ENVOLVENTE 4 0.02 ENVOLVENTE 1
B135 N+9.76m V-20x12 End-J -0.011 ENVOLVENTE 1 0.0055 ENVOLVENTE 0.3287
B136 N+9.76m V-20x12 End-I -0.7896 ENVOLVENTE 48 0.3948 ENVOLVENTE 24
B136 N+9.76m V-20x12 Middle -0.2409 ENVOLVENTE 15 0.5683 1.2D+1.6L+0.5Lr 35
B136 N+9.76m V-20x12 End-J -0.9638 ENVOLVENTE 50 0.4819 ENVOLVENTE 29
B137 N+9.76m V-20x12 End-I -0.0999 ENVOLVENTE 6 0.05 ENVOLVENTE 3
B137 N+9.76m V-20x12 Middle -0.1643 ENVOLVENTE 10 0.0424 ENVOLVENTE 3
B137 N+9.76m V-20x12 End-J -0.1697 ENVOLVENTE 10 0.0849 ENVOLVENTE 5
B138 N+9.76m V-20x12 End-I -0.0443 ENVOLVENTE 3 0.0222 ENVOLVENTE 1
B138 N+9.76m V-20x12 Middle -0.1156 ENVOLVENTE 7 0.0272 ENVOLVENTE 2
B138 N+9.76m V-20x12 End-J -0.1089 ENVOLVENTE 7 0.0544 ENVOLVENTE 3
B139 N+9.76m V-20x12 End-I -0.332 ENVOLVENTE 20 0.166 ENVOLVENTE 10
B139 N+9.76m V-20x12 Middle -0.3054 ENVOLVENTE 18 0.2255 1.2D+1.6L+0.5Lr 14
B139 N+9.76m V-20x12 End-J -0.1097 ENVOLVENTE 7 0.0549 ENVOLVENTE 3
B140 N+9.76m V-20x12 End-I -0.1918 ENVOLVENTE 12 0.0959 ENVOLVENTE 6
B140 N+9.76m V-20x12 Middle -0.1703 ENVOLVENTE 10 0.0479 ENVOLVENTE 3
B140 N+9.76m V-20x12 End-J -0.111 ENVOLVENTE 7 0.0555 ENVOLVENTE 3
B141 N+9.76m V-20x12 End-I 0 ENVOLVENTE 0 1.968 ENVOLVENTE 95
B141 N+9.76m V-20x12 Middle -0.8298 ENVOLVENTE 50 0.8298 ENVOLVENTE 50
B141 N+9.76m V-20x12 End-J -3.3194 ENVOLVENTE 171 1.6597 ENVOLVENTE 79
B142 N+9.76m V-20x12 End-I -2.7879 ENVOLVENTE 140 1.3939 ENVOLVENTE 66
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
55
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B142 N+9.76m V-20x12 Middle -0.697 ENVOLVENTE 43 1.1485 ENVOLVENTE 54
B142 N+9.76m V-20x12 End-J 0 ENVOLVENTE 0 1.655 ENVOLVENTE 79
B143 N+9.76m V-20x12 End-I -0.1266 ENVOLVENTE 8 0.0633 ENVOLVENTE 4
B143 N+9.76m V-20x12 Middle -0.3595 ENVOLVENTE 22 0.2612 1.2D+1.6L+0.5Le 16
B143 N+9.76m V-20x12 End-J -0.4011 ENVOLVENTE 24 0.2005 ENVOLVENTE 12
B144 N+9.76m V-20x12 End-I -0.273 ENVOLVENTE 16 0.1365 ENVOLVENTE 8
B144 N+9.76m V-20x12 Middle -0.2463 ENVOLVENTE 15 0.1842 1.2D+1.6L+0.5Le 11
B144 N+9.76m V-20x12 End-J -0.0852 ENVOLVENTE 5 0.0426 ENVOLVENTE 3
B145 N+9.76m V-20x12 End-I -0.6864 ENVOLVENTE 42 0.3432 ENVOLVENTE 21
B145 N+9.76m V-20x12 Middle -0.1716 ENVOLVENTE 10 0.3649 1.2D+1.6L+0.5Lr 22
B145 N+9.76m V-20x12 End-J -0.5337 ENVOLVENTE 32 0.2668 ENVOLVENTE 16
B146 N+9.76m V-20x12 End-I -0.6254 ENVOLVENTE 38 0.2099 ENVOLVENTE 13
B146 N+9.76m V-20x12 Middle -0.8752 ENVOLVENTE 50 0.4373 ENVOLVENTE 27
B146 N+9.76m V-20x12 End-J -0.8396 ENVOLVENTE 50 0.4198 ENVOLVENTE 25
B147 N+9.76m V-20x12 End-I -0.3631 ENVOLVENTE 22 0.1815 ENVOLVENTE 11
B147 N+9.76m V-20x12 Middle -0.1447 ENVOLVENTE 9 0.3306 1.2D+1.6L+0.5Le 20
B147 N+9.76m V-20x12 End-J -0.5788 ENVOLVENTE 35 0.2894 ENVOLVENTE 17
B148 N+9.76m V-20x12 End-I -0.6072 ENVOLVENTE 37 0.3036 ENVOLVENTE 18
B148 N+9.76m V-20x12 Middle -0.1518 ENVOLVENTE 9 0.3942 1.2D+1.6L+0.5Lr 24
B148 N+9.76m V-20x12 End-J -0.4724 ENVOLVENTE 29 0.2362 ENVOLVENTE 14
B149 N+9.76m V-20x12 End-I -0.3953 ENVOLVENTE 24 0.1976 ENVOLVENTE 12
B149 N+9.76m V-20x12 Middle -0.9399 ENVOLVENTE 50 0.6475 1.2D+1.6L+0.5Le 40
B149 N+9.76m V-20x12 End-J -0.9204 ENVOLVENTE 50 0.4602 ENVOLVENTE 28
B150 N+9.76m V-20x12 End-I -1.093 ENVOLVENTE 51 0.5465 ENVOLVENTE 33
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
56
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B150 N+9.76m V-20x12 Middle -0.2732 ENVOLVENTE 16 0.7612 1.2D+1.6L+0.5Lr 47
B150 N+9.76m V-20x12 End-J -0.9618 ENVOLVENTE 50 0.4809 ENVOLVENTE 29
B151 N+9.76m V-20x12 End-I -0.9463 ENVOLVENTE 50 0.4731 ENVOLVENTE 29
B151 N+9.76m V-20x12 Middle -0.3139 ENVOLVENTE 19 0.6938 1.2D+1.6L+0.5Lr 42
B151 N+9.76m V-20x12 End-J -1.2554 ENVOLVENTE 59 0.6277 ENVOLVENTE 38
B152 N+9.76m V-20x12 End-I -2.0728 ENVOLVENTE 101 1.2161 1.2D+1.6L+0.5Le 57
B152 N+9.76m V-20x12 Middle -2.3539 ENVOLVENTE 116 1.3339 1.2D+1.6L+0.5Le 63
B152 N+9.76m V-20x12 End-J -1.9563 ENVOLVENTE 94 1.1564 1.2D+1.6L+0.5Le 54
B153 N+9.76m V-20x12 End-I -0.136 ENVOLVENTE 8 0.068 ENVOLVENTE 4
B153 N+9.76m V-20x12 Middle -0.068 ENVOLVENTE 4 0.034 ENVOLVENTE 2
B153 N+9.76m V-20x12 End-J -0.0381 ENVOLVENTE 2 0.0191 ENVOLVENTE 1
B154 N+9.76m V-20x12 End-I -0.619 ENVOLVENTE 38 0.3624 1.2D+1.6L+0.5Lr 22
B154 N+9.76m V-20x12 Middle -0.8926 ENVOLVENTE 50 0.4798 1.2D+1.6L+0.5Le 29
B154 N+9.76m V-20x12 End-J -0.6269 ENVOLVENTE 38 0.3607 1.2D+1.6L+0.5Le 22
B155 N+9.76m V-20x12 End-I -0.5339 ENVOLVENTE 32 0.267 ENVOLVENTE 16
B155 N+9.76m V-20x12 Middle -0.5067 ENVOLVENTE 31 0.3774 1.2D+1.6L+0.5Lr 23
B155 N+9.76m V-20x12 End-J -0.1777 ENVOLVENTE 11 0.0888 ENVOLVENTE 5
B156 N+9.76m V-20x12 End-I -0.3368 ENVOLVENTE 20 0.1684 ENVOLVENTE 10
B156 N+9.76m V-20x12 Middle -0.1821 ENVOLVENTE 11 0.3414 1.2D+1.6L+0.5Le 21
B156 N+9.76m V-20x12 End-J -0.7283 ENVOLVENTE 45 0.3642 ENVOLVENTE 22
B157 N+9.76m V-20x12 End-I -0.6618 ENVOLVENTE 40 0.3309 ENVOLVENTE 20
B157 N+9.76m V-20x12 Middle -0.1654 ENVOLVENTE 10 0.2854 1.2D+1.6L+0.5Le 17
B157 N+9.76m V-20x12 End-J -0.418 ENVOLVENTE 25 0.209 ENVOLVENTE 13
B158 N+9.76m V-20x12 End-I -0.1742 ENVOLVENTE 10 0.0871 ENVOLVENTE 5
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
57
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B158 N+9.76m V-20x12 Middle -0.5099 ENVOLVENTE 31 0.3553 1.2D+1.6L+0.5Le 21
B158 N+9.76m V-20x12 End-J -0.5341 ENVOLVENTE 32 0.267 ENVOLVENTE 16
B159 N+9.76m V-20x12 End-I -1.1366 ENVOLVENTE 53 0.6827 1.2D+1.6L+0.5Le 42
B159 N+9.76m V-20x12 Middle -1.6744 ENVOLVENTE 80 0.9193 1.2D+1.6L+0.5Le 50
B159 N+9.76m V-20x12 End-J -1.135 ENVOLVENTE 53 0.6838 1.2D+1.6L+0.5Le 42
B160 N+9.76m V-20x12 End-I 0 ENVOLVENTE 0 1.6948 ENVOLVENTE 81
B160 N+9.76m V-20x12 Middle -3.2013 ENVOLVENTE 164 0.4237 ENVOLVENTE 26
B160 N+9.76m V-20x12 End-J -0.4237 ENVOLVENTE 26 0.4237 ENVOLVENTE 26
B161 N+9.76m V-20x12 End-I -0.4237 ENVOLVENTE 26 0.4237 ENVOLVENTE 26
B161 N+9.76m V-20x12 Middle -2.8502 ENVOLVENTE 143 0.5266 ENVOLVENTE 32
B161 N+9.76m V-20x12 End-J 0 ENVOLVENTE 0 1.6949 ENVOLVENTE 81
B162 N+9.76m V-20x12 End-I 0 ENVOLVENTE 0 1.4962 ENVOLVENTE 71
B162 N+9.76m V-20x12 Middle -0.6158 ENVOLVENTE 38 0.8359 ENVOLVENTE 50
B162 N+9.76m V-20x12 End-J -2.4633 ENVOLVENTE 122 1.2317 ENVOLVENTE 58
B163 N+9.76m V-20x12 End-I -0.2044 ENVOLVENTE 12 0.1022 ENVOLVENTE 6
B163 N+9.76m V-20x12 Middle -0.6499 ENVOLVENTE 40 0.9825 1.2D+1.6L+0.5Le 50
B163 N+9.76m V-20x12 End-J -2.5994 ENVOLVENTE 129 1.2997 ENVOLVENTE 61
B164 N+9.76m V-20x12 End-I -1.6023 ENVOLVENTE 76 0.9088 1.2D+1.6L+0.5Le 50
B164 N+9.76m V-20x12 Middle -1.7149 ENVOLVENTE 82 0.9544 1.2D+1.6L+0.5Le 50
B164 N+9.76m V-20x12 End-J -1.5551 ENVOLVENTE 74 0.9079 1.2D+1.6L+0.5Le 50
B165 N+9.76m V-20x12 End-I -1.3289 ENVOLVENTE 63 0.6645 ENVOLVENTE 41
B165 N+9.76m V-20x12 Middle -0.3322 ENVOLVENTE 20 0.5508 1.2D+1.6L+0.5Le 34
B165 N+9.76m V-20x12 End-J -0.3545 ENVOLVENTE 21 0.1772 ENVOLVENTE 11
B166 N+9.76m V-20x12 End-I -0.9741 ENVOLVENTE 50 0.487 ENVOLVENTE 30
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
58
TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (-) Moment (-) Combo As Top (+) Moment (+) Combo As Bot
kN-m mm² kN-m mm²
B166 N+9.76m V-20x12 Middle -0.2435 ENVOLVENTE 15 0.3166 1.2D+1.6L+0.5Le 19
B166 N+9.76m V-20x12 End-J -0.2435 ENVOLVENTE 15 0.2435 ENVOLVENTE 15
B167 N+9.76m V-20x12 End-I -0.1167 ENVOLVENTE 7 0.1167 ENVOLVENTE 7
B167 N+9.76m V-20x12 Middle -0.6391 ENVOLVENTE 39 0.253 1.2D+1.6L+0.5Le 15
B167 N+9.76m V-20x12 End-J -0.4669 ENVOLVENTE 28 0.2492 1.2D+1.6L+0.5Lr 15
B168 N+9.76m V-12x31 End-I -0.4673 ENVOLVENTE 7 0.2337 ENVOLVENTE 3
B168 N+9.76m V-12x31 Middle -0.1409 ENVOLVENTE 2 0.6315 1.2D+1.6L+0.5Le 9
B168 N+9.76m V-12x31 End-J -0.5635 ENVOLVENTE 8 0.2817 ENVOLVENTE 4
11.1.2 Diseño de Vigas a Cortante y Torsión
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B1 N+12.2m V-12x12 0.1996 ENVOLVENTE 0 0.00004209 ENVOLVENTE 0 0.00004209 0
B1 N+12.2m V-12x12 0.0116 ENVOLVENTE 0 0.0001 ENVOLVENTE 0 0.0001 0
B1 N+12.2m V-12x12 0.2051 ENVOLVENTE 0 0.0001 ENVOLVENTE 0 0.0001 0
B2 N+12.2m V-12x12 0.0029 ENVOLVENTE 0 0.0001 ENVOLVENTE 0 0.0001 0
B2 N+12.2m V-12x12 0.2756 ENVOLVENTE 0 0.0001 ENVOLVENTE 0 0.0001 0
B2 N+12.2m V-12x12 0.2628 ENVOLVENTE 0 0.0001 ENVOLVENTE 0 0.0001 0
B3 N+12.2m V-12x12 0.3718 ENVOLVENTE 0 0.00000086 ENVOLVENTE 0 0.00000086 0
B3 N+12.2m V-12x12 0.3395 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B3 N+12.2m V-12x12 0.3335 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
59
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B4 N+12.2m V-12x12 0.0904 ENVOLVENTE 0 0.022 ENVOLVENTE 0 0.022 0
B4 N+12.2m V-12x12 0.0991 ENVOLVENTE 0 0.0282 ENVOLVENTE 0 0.0282 0
B4 N+12.2m V-12x12 0.371 ENVOLVENTE 0 0.0282 ENVOLVENTE 0 0.0282 0
B5 N+12.2m V-12x12 0.184 ENVOLVENTE 0 0.0387 ENVOLVENTE 0 0.0387 0
B5 N+12.2m V-12x12 0.0436 ENVOLVENTE 0 0.0035 ENVOLVENTE 0 0.0035 0
B5 N+12.2m V-12x12 0.2492 ENVOLVENTE 0 0.0035 ENVOLVENTE 0 0.0035 0
B7 N+12.2m V-12x12 0.4933 ENVOLVENTE 0 0.0148 ENVOLVENTE 0 0.0148 0
B7 N+12.2m V-12x12 0.1665 ENVOLVENTE 0 0.0148 ENVOLVENTE 0 0.0148 0
B7 N+12.2m V-12x12 0.4964 ENVOLVENTE 0 0.0148 ENVOLVENTE 0 0.0148 0
B10 N+12.2m V-12x12 0.0641 ENVOLVENTE 0 0.0000107 ENVOLVENTE 0 0.0000107 0
B10 N+12.2m V-12x12 0.1827 ENVOLVENTE 0 0.0116 ENVOLVENTE 0 0.0116 0
B10 N+12.2m V-12x12 0.0883 ENVOLVENTE 0 0.0116 ENVOLVENTE 0 0.0116 0
B11 N+12.2m V-12x12 0.2252 ENVOLVENTE 0 0.0249 ENVOLVENTE 0 0.0249 0
B11 N+12.2m V-12x12 0.1142 ENVOLVENTE 0 0.0249 ENVOLVENTE 0 0.0249 0
B11 N+12.2m V-12x12 0.4082 ENVOLVENTE 0 0.0249 ENVOLVENTE 0 0.0249 0
B12 N+12.2m V-12x12 0.1146 ENVOLVENTE 0 0.0471 ENVOLVENTE 0 0.0471 0
B12 N+12.2m V-12x12 0.198 ENVOLVENTE 0 0.0117 ENVOLVENTE 0 0.0117 0
B12 N+12.2m V-12x12 0.1384 ENVOLVENTE 0 0.0117 ENVOLVENTE 0 0.0117 0
B13 N+12.2m V-12x12 0.1753 ENVOLVENTE 0 0.0126 ENVOLVENTE 0 0.0126 0
B13 N+12.2m V-12x12 0.1975 ENVOLVENTE 0 0.0433 ENVOLVENTE 0 0.0433 0
B13 N+12.2m V-12x12 0.1905 ENVOLVENTE 0 0.0433 ENVOLVENTE 0 0.0433 0
B14 N+12.2m V-12x12 0.259 ENVOLVENTE 0 0.0385 ENVOLVENTE 0 0.0385 0
B14 N+12.2m V-12x12 0.0065 ENVOLVENTE 0 0.038 ENVOLVENTE 0 0.038 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
60
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B14 N+12.2m V-12x12 0.2718 ENVOLVENTE 0 0.038 ENVOLVENTE 0 0.038 0
B15 N+12.2m V-12x12 0.1057 ENVOLVENTE 0 0.0181 ENVOLVENTE 0 0.0181 0
B15 N+12.2m V-12x12 0.0254 ENVOLVENTE 0 0.1439 ENVOLVENTE 0 0.1439 0
B15 N+12.2m V-12x12 0.292 ENVOLVENTE 0 0.1439 ENVOLVENTE 0 0.1439 0
B16 N+12.2m V-12x12 5.5956 ENVOLVENTE 0 0.0859 ENVOLVENTE 0 0.0859 0
B16 N+12.2m V-12x12 5.2631 ENVOLVENTE 0 0.0859 ENVOLVENTE 0 0.0859 0
B16 N+12.2m V-12x12 4.9306 ENVOLVENTE 0 0.0859 ENVOLVENTE 0 0.0859 0
B17 N+12.2m V-12x12 0.161 ENVOLVENTE 0 0.0933 ENVOLVENTE 0 0.0933 0
B17 N+12.2m V-12x12 5.9686 ENVOLVENTE 0 0.0933 ENVOLVENTE 0 0.0933 0
B17 N+12.2m V-12x12 7.841 ENVOLVENTE 166.67 0.0933 ENVOLVENTE 0 0.0933 0
B18 N+12.2m V-12x12 0.2813 ENVOLVENTE 0 0.0447 ENVOLVENTE 0 0.0447 0
B18 N+12.2m V-12x12 0.004 ENVOLVENTE 0 0.0331 ENVOLVENTE 0 0.0331 0
B18 N+12.2m V-12x12 0.2797 ENVOLVENTE 0 0.0331 ENVOLVENTE 0 0.0331 0
B19 N+12.2m V-12x12 0.2387 ENVOLVENTE 0 0.0405 ENVOLVENTE 0 0.0405 0
B19 N+12.2m V-12x12 0.0233 ENVOLVENTE 0 0.0488 ENVOLVENTE 0 0.0488 0
B19 N+12.2m V-12x12 0.2284 ENVOLVENTE 0 0.0488 ENVOLVENTE 0 0.0488 0
B20 N+12.2m V-12x12 0.4434 ENVOLVENTE 0 0.0122 ENVOLVENTE 0 0.0122 0
B20 N+12.2m V-12x12 0.1214 ENVOLVENTE 0 0.0122 ENVOLVENTE 0 0.0122 0
B20 N+12.2m V-12x12 0.4038 ENVOLVENTE 0 0.0122 ENVOLVENTE 0 0.0122 0
B21 N+12.2m V-12x12 0.0031 ENVOLVENTE 0 0.028 ENVOLVENTE 0 0.028 0
B21 N+12.2m V-12x12 0.0205 ENVOLVENTE 0 0.0457 ENVOLVENTE 0 0.0457 0
B21 N+12.2m V-12x12 0.0308 ENVOLVENTE 0 0.0459 ENVOLVENTE 0 0.0459 0
B22 N+12.2m V-12x12 0.6021 ENVOLVENTE 0 0.0759 ENVOLVENTE 0 0.0759 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
61
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B22 N+12.2m V-12x12 0.3689 ENVOLVENTE 0 0.0759 ENVOLVENTE 0 0.0759 0
B22 N+12.2m V-12x12 0.5454 ENVOLVENTE 0 0.0759 ENVOLVENTE 0 0.0759 0
B23 N+12.2m V-12x12 0.2781 ENVOLVENTE 0 0.0742 ENVOLVENTE 0 0.0742 0
B23 N+12.2m V-12x12 0.0447 ENVOLVENTE 0 0.0742 ENVOLVENTE 0 0.0742 0
B23 N+12.2m V-12x12 0.9165 ENVOLVENTE 0 0.0742 ENVOLVENTE 0 0.0742 0
B24 N+12.2m V-12x12 0.2471 ENVOLVENTE 0 0.0477 ENVOLVENTE 0 0.0477 0
B24 N+12.2m V-12x12 0.0332 ENVOLVENTE 0 0.0839 ENVOLVENTE 0 0.0839 0
B24 N+12.2m V-12x12 0.374 ENVOLVENTE 0 0.0839 ENVOLVENTE 0 0.0839 0
B26 N+12.2m V-12x12 0.739 ENVOLVENTE 0 0.1453 ENVOLVENTE 0 0.1453 0
B26 N+12.2m V-12x12 0.5269 ENVOLVENTE 0 0.0953 ENVOLVENTE 0 0.0953 0
B26 N+12.2m V-12x12 0.9103 ENVOLVENTE 0 0.0953 ENVOLVENTE 0 0.0953 0
B27 N+12.2m V-12x12 0.007 ENVOLVENTE 0 0.0777 ENVOLVENTE 0 0.0777 0
B27 N+12.2m V-12x12 0.2393 ENVOLVENTE 0 0.054 ENVOLVENTE 0 0.054 0
B27 N+12.2m V-12x12 0.0993 ENVOLVENTE 0 0.0553 ENVOLVENTE 0 0.0553 0
B28 N+12.2m V-12x12 0.2331 ENVOLVENTE 0 0.0128 ENVOLVENTE 0 0.0128 0
B28 N+12.2m V-12x12 0.1981 ENVOLVENTE 0 0.0543 ENVOLVENTE 0 0.0543 0
B28 N+12.2m V-12x12 0.1502 ENVOLVENTE 0 0.0543 ENVOLVENTE 0 0.0543 0
B29 N+12.2m V-12x12 0.002 ENVOLVENTE 0 0.0299 ENVOLVENTE 0 0.0299 0
B29 N+12.2m V-12x12 0.3407 ENVOLVENTE 0 0.0198 ENVOLVENTE 0 0.0198 0
B29 N+12.2m V-12x12 0.3296 ENVOLVENTE 0 0.0198 ENVOLVENTE 0 0.0198 0
B30 N+12.2m V-12x12 0.3145 ENVOLVENTE 0 0.0732 ENVOLVENTE 0 0.0732 0
B30 N+12.2m V-12x12 0.0061 ENVOLVENTE 0 0.0707 ENVOLVENTE 0 0.0707 0
B30 N+12.2m V-12x12 0.3258 ENVOLVENTE 0 0.0707 ENVOLVENTE 0 0.0707 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
62
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B31 N+12.2m V-12x12 0.4067 ENVOLVENTE 0 0.0938 ENVOLVENTE 0 0.0938 0
B31 N+12.2m V-12x12 0.1183 ENVOLVENTE 0 0.0938 ENVOLVENTE 0 0.0938 0
B31 N+12.2m V-12x12 0.2736 ENVOLVENTE 0 0.0938 ENVOLVENTE 0 0.0938 0
B32 N+12.2m V-12x12 0.3384 ENVOLVENTE 0 0.149 ENVOLVENTE 0 0.149 0
B32 N+12.2m V-12x12 0.0336 ENVOLVENTE 0 0.149 ENVOLVENTE 0 0.149 0
B32 N+12.2m V-12x12 1.1955 ENVOLVENTE 0 0.0507 ENVOLVENTE 0 0.0507 0
B33 N+12.2m V-12x12 0.0027 ENVOLVENTE 0 0.0514 ENVOLVENTE 0 0.0514 0
B33 N+12.2m V-12x12 0.022 ENVOLVENTE 0 0.05 ENVOLVENTE 0 0.05 0
B33 N+12.2m V-12x12 0.3358 ENVOLVENTE 0 0.05 ENVOLVENTE 0 0.05 0
B34 N+12.2m V-12x12 0.0203 ENVOLVENTE 0 0.0029 ENVOLVENTE 0 0.0029 0
B34 N+12.2m V-12x12 0.3532 ENVOLVENTE 0 0.0066 ENVOLVENTE 0 0.0066 0
B34 N+12.2m V-12x12 0.3171 ENVOLVENTE 0 0.0066 ENVOLVENTE 0 0.0066 0
B37 N+12.2m V-12x12 6.4473 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B37 N+12.2m V-12x12 3.1001 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B37 N+12.2m V-12x12 2.0227 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B38 N+12.2m V-12x12 5.0681 ENVOLVENTE 0 0.1239 ENVOLVENTE 0 0.1239 0
B39 N+12.2m V-12x12 1.3649 ENVOLVENTE 0 0.0846 ENVOLVENTE 0 0.0846 0
B39 N+12.2m V-12x12 1.1659 ENVOLVENTE 0 0.1564 ENVOLVENTE 0 0.1564 0
B39 N+12.2m V-12x12 2.4299 ENVOLVENTE 0 0.1564 ENVOLVENTE 0 0.1564 0
B40 N+12.2m V-12x12 3.2987 ENVOLVENTE 0 0.1248 ENVOLVENTE 0 0.1248 0
B40 N+12.2m V-12x12 0.4461 ENVOLVENTE 0 0.1248 ENVOLVENTE 0 0.1248 0
B40 N+12.2m V-12x12 1.6494 ENVOLVENTE 0 0.1248 ENVOLVENTE 0 0.1248 0
B41 N+12.2m V-12x12 4.1148 ENVOLVENTE 0 0.0005 ENVOLVENTE 0 0.0005 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
63
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B41 N+12.2m V-12x12 2.0149 ENVOLVENTE 0 0.0005 ENVOLVENTE 0 0.0005 0
B41 N+12.2m V-12x12 3.8872 ENVOLVENTE 0 0.0005 ENVOLVENTE 0 0.0005 0
B42 N+12.2m V-12x12 0.7784 ENVOLVENTE 0 0.0944 ENVOLVENTE 0 0.0944 0
B42 N+12.2m V-12x12 1.4408 ENVOLVENTE 0 0.097 ENVOLVENTE 0 0.097 0
B42 N+12.2m V-12x12 2.9724 ENVOLVENTE 0 0.097 ENVOLVENTE 0 0.097 0
B44 N+12.2m V-12x33 2.4782 ENVOLVENTE 0 5.387E-07 ENVOLVENTE 0 5.387E-07 0
B44 N+12.2m V-12x33 0.5672 ENVOLVENTE 0 6.731E-07 ENVOLVENTE 0 6.731E-07 0
B44 N+12.2m V-12x33 1.351 ENVOLVENTE 0 6.731E-07 ENVOLVENTE 0 6.731E-07 0
B45 N+12.2m V-12x33 1.7212 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B45 N+12.2m V-12x33 0.7245 ENVOLVENTE 0 6.268E-07 ENVOLVENTE 0 6.268E-07 0
B45 N+12.2m V-12x33 2.7889 ENVOLVENTE 0 6.268E-07 ENVOLVENTE 0 6.268E-07 0
B46 N+12.2m V-12x33 0.1852 ENVOLVENTE 0 5.556E-07 ENVOLVENTE 0 5.556E-07 0
B46 N+12.2m V-12x33 1.8704 ENVOLVENTE 0 8.627E-07 ENVOLVENTE 0 8.627E-07 0
B46 N+12.2m V-12x33 4.6263 ENVOLVENTE 0 8.627E-07 ENVOLVENTE 0 8.627E-07 0
B47 N+12.2m V-12x12 0.0833 ENVOLVENTE 0 0.0189 ENVOLVENTE 0 0.0189 0
B47 N+12.2m V-12x12 0.3836 ENVOLVENTE 0 0.0023 ENVOLVENTE 0 0.0023 0
B47 N+12.2m V-12x12 0.6262 ENVOLVENTE 0 0.0023 ENVOLVENTE 0 0.0023 0
B48 N+12.2m V-12x33 7.6798 ENVOLVENTE 0 0.000001037 ENVOLVENTE 0 0.000001037 0
B48 N+12.2m V-12x33 2.167 ENVOLVENTE 0 0.000001037 ENVOLVENTE 0 0.000001037 0
B48 N+12.2m V-12x33 3.7144 ENVOLVENTE 0 0.000001037 ENVOLVENTE 0 0.000001037 0
B49 N+12.2m V-12x33 3.08 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B49 N+12.2m V-12x33 0.4843 ENVOLVENTE 0 8.537E-07 ENVOLVENTE 0 8.537E-07 0
B49 N+12.2m V-12x33 0.9244 ENVOLVENTE 0 8.537E-07 ENVOLVENTE 0 8.537E-07 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
64
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B51 N+12.2m V-12x12 0.0904 ENVOLVENTE 0 0.0338 ENVOLVENTE 0 0.0338 0
B51 N+12.2m V-12x12 0.0991 ENVOLVENTE 0 0.0187 ENVOLVENTE 0 0.0187 0
B51 N+12.2m V-12x12 0.371 ENVOLVENTE 0 0.0187 ENVOLVENTE 0 0.0187 0
B52 N+12.2m V-12x12 0.184 ENVOLVENTE 0 0.0324 ENVOLVENTE 0 0.0324 0
B52 N+12.2m V-12x12 0.0436 ENVOLVENTE 0 0.0059 ENVOLVENTE 0 0.0059 0
B52 N+12.2m V-12x12 0.2491 ENVOLVENTE 0 0.0059 ENVOLVENTE 0 0.0059 0
B53 N+12.2m V-12x12 0.0639 ENVOLVENTE 0 0.0371 ENVOLVENTE 0 0.0371 0
B53 N+12.2m V-12x12 0.1827 ENVOLVENTE 0 0.0278 ENVOLVENTE 0 0.0278 0
B53 N+12.2m V-12x12 0.0883 ENVOLVENTE 0 0.0278 ENVOLVENTE 0 0.0278 0
B54 N+12.2m V-12x12 0.2252 ENVOLVENTE 0 0.0174 ENVOLVENTE 0 0.0174 0
B54 N+12.2m V-12x12 0.1143 ENVOLVENTE 0 0.0174 ENVOLVENTE 0 0.0174 0
B54 N+12.2m V-12x12 0.4082 ENVOLVENTE 0 0.0174 ENVOLVENTE 0 0.0174 0
B55 N+12.2m V-12x12 0.1146 ENVOLVENTE 0 0.0718 ENVOLVENTE 0 0.0718 0
B55 N+12.2m V-12x12 0.198 ENVOLVENTE 0 0.018 ENVOLVENTE 0 0.018 0
B55 N+12.2m V-12x12 0.1384 ENVOLVENTE 0 0.018 ENVOLVENTE 0 0.018 0
B56 N+12.2m V-12x12 0.1753 ENVOLVENTE 0 0.0298 ENVOLVENTE 0 0.0298 0
B56 N+12.2m V-12x12 0.1975 ENVOLVENTE 0 0.0633 ENVOLVENTE 0 0.0633 0
B56 N+12.2m V-12x12 0.1905 ENVOLVENTE 0 0.0633 ENVOLVENTE 0 0.0633 0
B57 N+12.2m V-12x12 0.259 ENVOLVENTE 0 0.0629 ENVOLVENTE 0 0.0629 0
B57 N+12.2m V-12x12 0.0065 ENVOLVENTE 0 0.0558 ENVOLVENTE 0 0.0558 0
B57 N+12.2m V-12x12 0.2718 ENVOLVENTE 0 0.0558 ENVOLVENTE 0 0.0558 0
B58 N+12.2m V-12x12 0.1057 ENVOLVENTE 0 0.003 ENVOLVENTE 0 0.003 0
B58 N+12.2m V-12x12 0.0254 ENVOLVENTE 0 0.1955 ENVOLVENTE 0 0.1955 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
65
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B58 N+12.2m V-12x12 0.292 ENVOLVENTE 0 0.1955 ENVOLVENTE 0 0.1955 0
B59 N+12.2m V-12x12 5.5957 ENVOLVENTE 0 0.0461 ENVOLVENTE 0 0.0461 0
B59 N+12.2m V-12x12 5.2631 ENVOLVENTE 0 0.0461 ENVOLVENTE 0 0.0461 0
B59 N+12.2m V-12x12 4.9306 ENVOLVENTE 0 0.0461 ENVOLVENTE 0 0.0461 0
B60 N+12.2m V-12x12 0.161 ENVOLVENTE 0 0.0698 ENVOLVENTE 0 0.0698 0
B60 N+12.2m V-12x12 5.9686 ENVOLVENTE 0 0.0698 ENVOLVENTE 0 0.0698 0
B60 N+12.2m V-12x12 7.841 ENVOLVENTE 166.67 0.0698 ENVOLVENTE 0 0.0698 0
B61 N+12.2m V-12x12 0.2813 ENVOLVENTE 0 0.0261 ENVOLVENTE 0 0.0261 0
B61 N+12.2m V-12x12 0.004 ENVOLVENTE 0 0.02 ENVOLVENTE 0 0.02 0
B61 N+12.2m V-12x12 0.2797 ENVOLVENTE 0 0.02 ENVOLVENTE 0 0.02 0
B62 N+12.2m V-12x12 0.2387 ENVOLVENTE 0 0.0617 ENVOLVENTE 0 0.0617 0
B62 N+12.2m V-12x12 0.0233 ENVOLVENTE 0 0.0441 ENVOLVENTE 0 0.0441 0
B62 N+12.2m V-12x12 0.2284 ENVOLVENTE 0 0.0441 ENVOLVENTE 0 0.0441 0
B63 N+12.2m V-12x12 0.4433 ENVOLVENTE 0 0.0093 ENVOLVENTE 0 0.0093 0
B63 N+12.2m V-12x12 0.1215 ENVOLVENTE 0 0.0093 ENVOLVENTE 0 0.0093 0
B63 N+12.2m V-12x12 0.4039 ENVOLVENTE 0 0.0093 ENVOLVENTE 0 0.0093 0
B64 N+12.2m V-12x12 0.0024 ENVOLVENTE 0 0.0397 ENVOLVENTE 0 0.0397 0
B64 N+12.2m V-12x12 0.0212 ENVOLVENTE 0 0.0694 ENVOLVENTE 0 0.0694 0
B64 N+12.2m V-12x12 0.0306 ENVOLVENTE 0 0.0696 ENVOLVENTE 0 0.0696 0
B65 N+12.2m V-12x12 0.6019 ENVOLVENTE 0 0.05 ENVOLVENTE 0 0.05 0
B65 N+12.2m V-12x12 0.3691 ENVOLVENTE 0 0.05 ENVOLVENTE 0 0.05 0
B65 N+12.2m V-12x12 0.5456 ENVOLVENTE 0 0.05 ENVOLVENTE 0 0.05 0
B66 N+12.2m V-12x12 0.2781 ENVOLVENTE 0 0.1162 ENVOLVENTE 0 0.1162 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
66
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B66 N+12.2m V-12x12 0.0446 ENVOLVENTE 0 0.1162 ENVOLVENTE 0 0.1162 0
B66 N+12.2m V-12x12 0.9164 ENVOLVENTE 0 0.1162 ENVOLVENTE 0 0.1162 0
B67 N+12.2m V-12x12 0.2471 ENVOLVENTE 0 0.0315 ENVOLVENTE 0 0.0315 0
B67 N+12.2m V-12x12 0.0332 ENVOLVENTE 0 0.0563 ENVOLVENTE 0 0.0563 0
B67 N+12.2m V-12x12 0.374 ENVOLVENTE 0 0.0563 ENVOLVENTE 0 0.0563 0
B68 N+12.2m V-12x12 0.4937 ENVOLVENTE 0 0.0075 ENVOLVENTE 0 0.0075 0
B68 N+12.2m V-12x12 0.1661 ENVOLVENTE 0 0.0075 ENVOLVENTE 0 0.0075 0
B68 N+12.2m V-12x12 0.4959 ENVOLVENTE 0 0.0075 ENVOLVENTE 0 0.0075 0
B69 N+12.2m V-12x12 0.739 ENVOLVENTE 0 0.0935 ENVOLVENTE 0 0.0935 0
B69 N+12.2m V-12x12 0.5269 ENVOLVENTE 0 0.1449 ENVOLVENTE 0 0.1449 0
B69 N+12.2m V-12x12 0.9103 ENVOLVENTE 0 0.1449 ENVOLVENTE 0 0.1449 0
B70 N+12.2m V-12x12 0.007 ENVOLVENTE 0 0.0516 ENVOLVENTE 0 0.0516 0
B70 N+12.2m V-12x12 0.2393 ENVOLVENTE 0 0.082 ENVOLVENTE 0 0.082 0
B70 N+12.2m V-12x12 0.0993 ENVOLVENTE 0 0.0841 ENVOLVENTE 0 0.0841 0
B71 N+12.2m V-12x12 0.2332 ENVOLVENTE 0 0.0195 ENVOLVENTE 0 0.0195 0
B71 N+12.2m V-12x12 0.1981 ENVOLVENTE 0 0.0305 ENVOLVENTE 0 0.0305 0
B71 N+12.2m V-12x12 0.1502 ENVOLVENTE 0 0.0305 ENVOLVENTE 0 0.0305 0
B72 N+12.2m V-12x12 0.0021 ENVOLVENTE 0 0.018 ENVOLVENTE 0 0.018 0
B72 N+12.2m V-12x12 0.3407 ENVOLVENTE 0 0.0309 ENVOLVENTE 0 0.0309 0
B72 N+12.2m V-12x12 0.3296 ENVOLVENTE 0 0.0309 ENVOLVENTE 0 0.0309 0
B73 N+12.2m V-12x12 0.3145 ENVOLVENTE 0 0.0451 ENVOLVENTE 0 0.0451 0
B73 N+12.2m V-12x12 0.0061 ENVOLVENTE 0 0.0448 ENVOLVENTE 0 0.0448 0
B73 N+12.2m V-12x12 0.3258 ENVOLVENTE 0 0.0448 ENVOLVENTE 0 0.0448 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
67
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B74 N+12.2m V-12x12 0.4067 ENVOLVENTE 0 0.1437 ENVOLVENTE 0 0.1437 0
B74 N+12.2m V-12x12 0.1183 ENVOLVENTE 0 0.1437 ENVOLVENTE 0 0.1437 0
B74 N+12.2m V-12x12 0.2736 ENVOLVENTE 0 0.1437 ENVOLVENTE 0 0.1437 0
B75 N+12.2m V-12x12 0.3384 ENVOLVENTE 0 0.0976 ENVOLVENTE 0 0.0976 0
B75 N+12.2m V-12x12 0.0336 ENVOLVENTE 0 0.0976 ENVOLVENTE 0 0.0976 0
B75 N+12.2m V-12x12 1.1955 ENVOLVENTE 0 0.0787 ENVOLVENTE 0 0.0787 0
B76 N+12.2m V-12x12 0.0027 ENVOLVENTE 0 0.0802 ENVOLVENTE 0 0.0802 0
B76 N+12.2m V-12x12 0.022 ENVOLVENTE 0 0.0768 ENVOLVENTE 0 0.0768 0
B76 N+12.2m V-12x12 0.3358 ENVOLVENTE 0 0.0768 ENVOLVENTE 0 0.0768 0
B77 N+12.2m V-12x12 0.0203 ENVOLVENTE 0 0.0012 ENVOLVENTE 0 0.0012 0
B77 N+12.2m V-12x12 0.3532 ENVOLVENTE 0 0.0047 ENVOLVENTE 0 0.0047 0
B77 N+12.2m V-12x12 0.3171 ENVOLVENTE 0 0.0047 ENVOLVENTE 0 0.0047 0
B80 N+12.2m V-12x12 6.4473 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B80 N+12.2m V-12x12 3.1001 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B80 N+12.2m V-12x12 2.0227 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B81 N+12.2m V-12x12 5.0681 ENVOLVENTE 0 0.1907 ENVOLVENTE 0 0.1907 0
B82 N+12.2m V-12x12 1.3649 ENVOLVENTE 0 0.1261 ENVOLVENTE 0 0.1261 0
B82 N+12.2m V-12x12 1.1659 ENVOLVENTE 0 0.1374 ENVOLVENTE 0 0.1374 0
B82 N+12.2m V-12x12 2.4299 ENVOLVENTE 0 0.1374 ENVOLVENTE 0 0.1374 0
B83 N+12.2m V-12x12 3.2987 ENVOLVENTE 0 0.0815 ENVOLVENTE 0 0.0815 0
B83 N+12.2m V-12x12 0.4461 ENVOLVENTE 0 0.0815 ENVOLVENTE 0 0.0815 0
B83 N+12.2m V-12x12 1.6494 ENVOLVENTE 0 0.0815 ENVOLVENTE 0 0.0815 0
B84 N+12.2m V-12x12 0.7784 ENVOLVENTE 0 0.1005 ENVOLVENTE 0 0.1005 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
68
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B84 N+12.2m V-12x12 1.4408 ENVOLVENTE 0 0.104 ENVOLVENTE 0 0.104 0
B84 N+12.2m V-12x12 2.9724 ENVOLVENTE 0 0.104 ENVOLVENTE 0 0.104 0
B85 N+12.2m V-12x33 2.4781 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B85 N+12.2m V-12x33 0.5672 ENVOLVENTE 0 6.532E-07 ENVOLVENTE 0 6.532E-07 0
B85 N+12.2m V-12x33 1.351 ENVOLVENTE 0 6.532E-07 ENVOLVENTE 0 6.532E-07 0
B86 N+12.2m V-12x33 1.7212 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B86 N+12.2m V-12x33 0.7245 ENVOLVENTE 0 0.000000532 ENVOLVENTE 0 0.000000532 0
B86 N+12.2m V-12x33 2.7889 ENVOLVENTE 0 0.000000532 ENVOLVENTE 0 0.000000532 0
B87 N+12.2m V-12x12 0.0833 ENVOLVENTE 0 0.0052 ENVOLVENTE 0 0.0052 0
B87 N+12.2m V-12x12 0.3836 ENVOLVENTE 0 0.0098 ENVOLVENTE 0 0.0098 0
B87 N+12.2m V-12x12 0.6262 ENVOLVENTE 0 0.0098 ENVOLVENTE 0 0.0098 0
B88 N+12.2m V-12x12 4.1148 ENVOLVENTE 0 0.0009 ENVOLVENTE 0 0.0009 0
B88 N+12.2m V-12x12 2.0149 ENVOLVENTE 0 0.0009 ENVOLVENTE 0 0.0009 0
B88 N+12.2m V-12x12 3.8872 ENVOLVENTE 0 0.0009 ENVOLVENTE 0 0.0009 0
B89 N+12.2m V-12x33 7.6798 ENVOLVENTE 0 9.423E-07 ENVOLVENTE 0 9.423E-07 0
B89 N+12.2m V-12x33 2.167 ENVOLVENTE 0 9.423E-07 ENVOLVENTE 0 9.423E-07 0
B89 N+12.2m V-12x33 3.7145 ENVOLVENTE 0 9.423E-07 ENVOLVENTE 0 9.423E-07 0
B90 N+12.2m V-12x33 3.08 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B90 N+12.2m V-12x33 0.4843 ENVOLVENTE 0 8.306E-07 ENVOLVENTE 0 8.306E-07 0
B90 N+12.2m V-12x33 0.9244 ENVOLVENTE 0 8.306E-07 ENVOLVENTE 0 8.306E-07 0
B92 N+12.2m V-12x12 0.2051 ENVOLVENTE 0 0.0001 ENVOLVENTE 0 0.0001 0
B92 N+12.2m V-12x12 0.0152 ENVOLVENTE 0 0.00004333 ENVOLVENTE 0 0.00004333 0
B92 N+12.2m V-12x12 0.1996 ENVOLVENTE 0 0.00004333 ENVOLVENTE 0 0.00004333 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
69
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B93 N+12.2m V-12x12 0.0088 ENVOLVENTE 0 0.0001 ENVOLVENTE 0 0.0001 0
B93 N+12.2m V-12x12 0.335 ENVOLVENTE 0 0.0001 ENVOLVENTE 0 0.0001 0
B93 N+12.2m V-12x12 0.33 ENVOLVENTE 0 0.0001 ENVOLVENTE 0 0.0001 0
B94 N+12.2m V-12x12 0.003 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B94 N+12.2m V-12x12 0.0079 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B94 N+12.2m V-12x12 0.3718 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B95 N+12.2m V-12x12 0.0904 ENVOLVENTE 0 0.0338 ENVOLVENTE 0 0.0338 0
B95 N+12.2m V-12x12 0.0991 ENVOLVENTE 0 0.0187 ENVOLVENTE 0 0.0187 0
B95 N+12.2m V-12x12 0.371 ENVOLVENTE 0 0.0187 ENVOLVENTE 0 0.0187 0
B96 N+12.2m V-12x12 0.184 ENVOLVENTE 0 0.0324 ENVOLVENTE 0 0.0324 0
B96 N+12.2m V-12x12 0.0436 ENVOLVENTE 0 0.0059 ENVOLVENTE 0 0.0059 0
B96 N+12.2m V-12x12 0.2491 ENVOLVENTE 0 0.0059 ENVOLVENTE 0 0.0059 0
B97 N+12.2m V-12x12 0.0883 ENVOLVENTE 0 0.0278 ENVOLVENTE 0 0.0278 0
B97 N+12.2m V-12x12 0.1341 ENVOLVENTE 0 0.037 ENVOLVENTE 0 0.037 0
B97 N+12.2m V-12x12 0.0205 ENVOLVENTE 0 0.037 ENVOLVENTE 0 0.037 0
B98 N+12.2m V-12x12 0.4082 ENVOLVENTE 0 0.0174 ENVOLVENTE 0 0.0174 0
B98 N+12.2m V-12x12 0.1143 ENVOLVENTE 0 0.0174 ENVOLVENTE 0 0.0174 0
B98 N+12.2m V-12x12 1.0452 ENVOLVENTE 0 0.0174 ENVOLVENTE 0 0.0174 0
B99 N+12.2m V-12x12 0.1384 ENVOLVENTE 0 0.018 ENVOLVENTE 0 0.018 0
B99 N+12.2m V-12x12 0.1744 ENVOLVENTE 0 0.0718 ENVOLVENTE 0 0.0718 0
B99 N+12.2m V-12x12 0.0174 ENVOLVENTE 0 0.0718 ENVOLVENTE 0 0.0718 0
B100 N+12.2m V-12x12 0.1905 ENVOLVENTE 0 0.0633 ENVOLVENTE 0 0.0633 0
B100 N+12.2m V-12x12 0.2126 ENVOLVENTE 0 0.0298 ENVOLVENTE 0 0.0298 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
70
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B100 N+12.2m V-12x12 0.1753 ENVOLVENTE 0 0.0298 ENVOLVENTE 0 0.0298 0
B101 N+12.2m V-12x12 0.2718 ENVOLVENTE 0 0.0558 ENVOLVENTE 0 0.0558 0
B101 N+12.2m V-12x12 0.008 ENVOLVENTE 0 0.0629 ENVOLVENTE 0 0.0629 0
B101 N+12.2m V-12x12 0.259 ENVOLVENTE 0 0.0629 ENVOLVENTE 0 0.0629 0
B102 N+12.2m V-12x12 0.292 ENVOLVENTE 0 0.1955 ENVOLVENTE 0 0.1955 0
B102 N+12.2m V-12x12 0.3514 ENVOLVENTE 0 0.003 ENVOLVENTE 0 0.003 0
B102 N+12.2m V-12x12 0.1057 ENVOLVENTE 0 0.003 ENVOLVENTE 0 0.003 0
B103 N+12.2m V-12x12 4.9306 ENVOLVENTE 0 0.0461 ENVOLVENTE 0 0.0461 0
B103 N+12.2m V-12x12 5.2631 ENVOLVENTE 0 0.0461 ENVOLVENTE 0 0.0461 0
B103 N+12.2m V-12x12 5.5957 ENVOLVENTE 0 0.0461 ENVOLVENTE 0 0.0461 0
B104 N+12.2m V-12x12 7.841 ENVOLVENTE 166.67 0.0698 ENVOLVENTE 0 0.0698 0
B104 N+12.2m V-12x12 1.7113 ENVOLVENTE 0 0.0698 ENVOLVENTE 0 0.0698 0
B104 N+12.2m V-12x12 0.161 ENVOLVENTE 0 0.0698 ENVOLVENTE 0 0.0698 0
B105 N+12.2m V-12x12 0.2813 ENVOLVENTE 0 0.0261 ENVOLVENTE 0 0.0261 0
B105 N+12.2m V-12x12 0.004 ENVOLVENTE 0 0.02 ENVOLVENTE 0 0.02 0
B105 N+12.2m V-12x12 0.2797 ENVOLVENTE 0 0.02 ENVOLVENTE 0 0.02 0
B106 N+12.2m V-12x12 0.2387 ENVOLVENTE 0 0.0617 ENVOLVENTE 0 0.0617 0
B106 N+12.2m V-12x12 0.0233 ENVOLVENTE 0 0.0441 ENVOLVENTE 0 0.0441 0
B106 N+12.2m V-12x12 0.2284 ENVOLVENTE 0 0.0441 ENVOLVENTE 0 0.0441 0
B107 N+12.2m V-12x12 0.4039 ENVOLVENTE 0 0.0093 ENVOLVENTE 0 0.0093 0
B107 N+12.2m V-12x12 0.1671 ENVOLVENTE 0 0.0093 ENVOLVENTE 0 0.0093 0
B107 N+12.2m V-12x12 0.4433 ENVOLVENTE 0 0.0093 ENVOLVENTE 0 0.0093 0
B108 N+12.2m V-12x12 0.2744 ENVOLVENTE 0 0.0694 ENVOLVENTE 0 0.0694 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
71
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B108 N+12.2m V-12x12 0.3225 ENVOLVENTE 0 0.0397 ENVOLVENTE 0 0.0397 0
B108 N+12.2m V-12x12 0.3188 ENVOLVENTE 0 0.0397 ENVOLVENTE 0 0.0397 0
B109 N+12.2m V-12x12 0.5456 ENVOLVENTE 0 0.05 ENVOLVENTE 0 0.05 0
B109 N+12.2m V-12x12 0.4017 ENVOLVENTE 0 0.05 ENVOLVENTE 0 0.05 0
B109 N+12.2m V-12x12 0.6019 ENVOLVENTE 0 0.05 ENVOLVENTE 0 0.05 0
B110 N+12.2m V-12x12 0.3552 ENVOLVENTE 0 0.1162 ENVOLVENTE 0 0.1162 0
B110 N+12.2m V-12x12 0.0446 ENVOLVENTE 0 0.1162 ENVOLVENTE 0 0.1162 0
B110 N+12.2m V-12x12 0.2781 ENVOLVENTE 0 0.1162 ENVOLVENTE 0 0.1162 0
B111 N+12.2m V-12x12 0.374 ENVOLVENTE 0 0.0563 ENVOLVENTE 0 0.0563 0
B111 N+12.2m V-12x12 0.0083 ENVOLVENTE 0 0.0315 ENVOLVENTE 0 0.0315 0
B111 N+12.2m V-12x12 0.057 ENVOLVENTE 0 0.031 ENVOLVENTE 0 0.031 0
B112 N+12.2m V-12x12 0.4937 ENVOLVENTE 0 0.0075 ENVOLVENTE 0 0.0075 0
B112 N+12.2m V-12x12 0.1661 ENVOLVENTE 0 0.0075 ENVOLVENTE 0 0.0075 0
B112 N+12.2m V-12x12 0.4959 ENVOLVENTE 0 0.0075 ENVOLVENTE 0 0.0075 0
B113 N+12.2m V-12x12 0.739 ENVOLVENTE 0 0.0935 ENVOLVENTE 0 0.0935 0
B113 N+12.2m V-12x12 0.5269 ENVOLVENTE 0 0.1449 ENVOLVENTE 0 0.1449 0
B113 N+12.2m V-12x12 0.9103 ENVOLVENTE 0 0.1449 ENVOLVENTE 0 0.1449 0
B114 N+12.2m V-12x12 0.007 ENVOLVENTE 0 0.0516 ENVOLVENTE 0 0.0516 0
B114 N+12.2m V-12x12 0.2393 ENVOLVENTE 0 0.082 ENVOLVENTE 0 0.082 0
B114 N+12.2m V-12x12 0.0993 ENVOLVENTE 0 0.0841 ENVOLVENTE 0 0.0841 0
B115 N+12.2m V-12x12 0.2332 ENVOLVENTE 0 0.0195 ENVOLVENTE 0 0.0195 0
B115 N+12.2m V-12x12 0.1981 ENVOLVENTE 0 0.0305 ENVOLVENTE 0 0.0305 0
B115 N+12.2m V-12x12 0.1502 ENVOLVENTE 0 0.0305 ENVOLVENTE 0 0.0305 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
72
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B116 N+12.2m V-12x12 0.0021 ENVOLVENTE 0 0.018 ENVOLVENTE 0 0.018 0
B116 N+12.2m V-12x12 0.3407 ENVOLVENTE 0 0.0309 ENVOLVENTE 0 0.0309 0
B116 N+12.2m V-12x12 0.3296 ENVOLVENTE 0 0.0309 ENVOLVENTE 0 0.0309 0
B117 N+12.2m V-12x12 0.3258 ENVOLVENTE 0 0.0448 ENVOLVENTE 0 0.0448 0
B117 N+12.2m V-12x12 0.0077 ENVOLVENTE 0 0.0451 ENVOLVENTE 0 0.0451 0
B117 N+12.2m V-12x12 0.3145 ENVOLVENTE 0 0.0451 ENVOLVENTE 0 0.0451 0
B118 N+12.2m V-12x12 0.2736 ENVOLVENTE 0 0.1437 ENVOLVENTE 0 0.1437 0
B118 N+12.2m V-12x12 0.1183 ENVOLVENTE 0 0.1437 ENVOLVENTE 0 0.1437 0
B118 N+12.2m V-12x12 1.246 ENVOLVENTE 0 0.0514 ENVOLVENTE 0 0.0514 0
B119 N+12.2m V-12x12 0.3425 ENVOLVENTE 0 0.0976 ENVOLVENTE 0 0.0976 0
B119 N+12.2m V-12x12 0.0336 ENVOLVENTE 0 0.0976 ENVOLVENTE 0 0.0976 0
B119 N+12.2m V-12x12 0.3384 ENVOLVENTE 0 0.0976 ENVOLVENTE 0 0.0976 0
B120 N+12.2m V-12x12 0.3358 ENVOLVENTE 0 0.0768 ENVOLVENTE 0 0.0768 0
B120 N+12.2m V-12x12 0.2887 ENVOLVENTE 0 0.0802 ENVOLVENTE 0 0.0802 0
B120 N+12.2m V-12x12 0.2932 ENVOLVENTE 0 0.0802 ENVOLVENTE 0 0.0802 0
B121 N+12.2m V-12x12 0.0203 ENVOLVENTE 0 0.0012 ENVOLVENTE 0 0.0012 0
B121 N+12.2m V-12x12 0.3532 ENVOLVENTE 0 0.0047 ENVOLVENTE 0 0.0047 0
B121 N+12.2m V-12x12 0.3171 ENVOLVENTE 0 0.0047 ENVOLVENTE 0 0.0047 0
B124 N+12.2m V-12x12 2.0227 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B124 N+12.2m V-12x12 5.3699 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B124 N+12.2m V-12x12 6.4473 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B125 N+12.2m V-12x12 5.0681 ENVOLVENTE 0 0.1907 ENVOLVENTE 0 0.1907 0
B126 N+12.2m V-12x12 1.3649 ENVOLVENTE 0 0.1261 ENVOLVENTE 0 0.1261 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
73
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B126 N+12.2m V-12x12 1.1659 ENVOLVENTE 0 0.1374 ENVOLVENTE 0 0.1374 0
B126 N+12.2m V-12x12 2.4299 ENVOLVENTE 0 0.1374 ENVOLVENTE 0 0.1374 0
B127 N+12.2m V-12x12 3.2987 ENVOLVENTE 0 0.0815 ENVOLVENTE 0 0.0815 0
B127 N+12.2m V-12x12 0.4461 ENVOLVENTE 0 0.0815 ENVOLVENTE 0 0.0815 0
B127 N+12.2m V-12x12 1.6494 ENVOLVENTE 0 0.0815 ENVOLVENTE 0 0.0815 0
B128 N+12.2m V-12x12 2.9724 ENVOLVENTE 0 0.104 ENVOLVENTE 0 0.104 0
B128 N+12.2m V-12x12 0.7256 ENVOLVENTE 0 0.1005 ENVOLVENTE 0 0.1005 0
B128 N+12.2m V-12x12 0.2436 ENVOLVENTE 0 0.1477 ENVOLVENTE 0 0.1477 0
B129 N+12.2m V-12x33 2.5704 ENVOLVENTE 0 8.147E-07 ENVOLVENTE 0 8.147E-07 0
B129 N+12.2m V-12x33 0.6294 ENVOLVENTE 0 5.452E-07 ENVOLVENTE 0 5.452E-07 0
B129 N+12.2m V-12x33 0.259 ENVOLVENTE 0 5.452E-07 ENVOLVENTE 0 5.452E-07 0
B130 N+12.2m V-12x12 0.0833 ENVOLVENTE 0 0.0052 ENVOLVENTE 0 0.0052 0
B130 N+12.2m V-12x12 0.3836 ENVOLVENTE 0 0.0098 ENVOLVENTE 0 0.0098 0
B130 N+12.2m V-12x12 0.6262 ENVOLVENTE 0 0.0098 ENVOLVENTE 0 0.0098 0
B131 N+12.2m V-12x12 3.8872 ENVOLVENTE 0 0.0009 ENVOLVENTE 0 0.0009 0
B131 N+12.2m V-12x12 2.2424 ENVOLVENTE 0 0.0009 ENVOLVENTE 0 0.0009 0
B131 N+12.2m V-12x12 4.1148 ENVOLVENTE 0 0.0009 ENVOLVENTE 0 0.0009 0
B133 N+12.2m V-12x12 0.0904 ENVOLVENTE 0 0.022 ENVOLVENTE 0 0.022 0
B133 N+12.2m V-12x12 0.0991 ENVOLVENTE 0 0.0282 ENVOLVENTE 0 0.0282 0
B133 N+12.2m V-12x12 0.371 ENVOLVENTE 0 0.0282 ENVOLVENTE 0 0.0282 0
B134 N+12.2m V-12x12 0.184 ENVOLVENTE 0 0.0387 ENVOLVENTE 0 0.0387 0
B134 N+12.2m V-12x12 0.0436 ENVOLVENTE 0 0.0035 ENVOLVENTE 0 0.0035 0
B134 N+12.2m V-12x12 0.2492 ENVOLVENTE 0 0.0035 ENVOLVENTE 0 0.0035 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
74
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B135 N+12.2m V-12x12 0.0882 ENVOLVENTE 0 0.0115 ENVOLVENTE 0 0.0115 0
B135 N+12.2m V-12x12 0.1338 ENVOLVENTE 0 0.0001 ENVOLVENTE 0 0.0001 0
B135 N+12.2m V-12x12 0.0206 ENVOLVENTE 0 0.0001 ENVOLVENTE 0 0.0001 0
B136 N+12.2m V-12x12 0.4082 ENVOLVENTE 0 0.0249 ENVOLVENTE 0 0.0249 0
B136 N+12.2m V-12x12 0.1142 ENVOLVENTE 0 0.0249 ENVOLVENTE 0 0.0249 0
B136 N+12.2m V-12x12 1.0452 ENVOLVENTE 0 0.0249 ENVOLVENTE 0 0.0249 0
B137 N+12.2m V-12x12 0.1384 ENVOLVENTE 0 0.0117 ENVOLVENTE 0 0.0117 0
B137 N+12.2m V-12x12 0.1744 ENVOLVENTE 0 0.0471 ENVOLVENTE 0 0.0471 0
B137 N+12.2m V-12x12 0.0174 ENVOLVENTE 0 0.0471 ENVOLVENTE 0 0.0471 0
B138 N+12.2m V-12x12 0.1905 ENVOLVENTE 0 0.0433 ENVOLVENTE 0 0.0433 0
B138 N+12.2m V-12x12 0.2126 ENVOLVENTE 0 0.0126 ENVOLVENTE 0 0.0126 0
B138 N+12.2m V-12x12 0.1753 ENVOLVENTE 0 0.0126 ENVOLVENTE 0 0.0126 0
B139 N+12.2m V-12x12 0.2718 ENVOLVENTE 0 0.038 ENVOLVENTE 0 0.038 0
B139 N+12.2m V-12x12 0.008 ENVOLVENTE 0 0.0385 ENVOLVENTE 0 0.0385 0
B139 N+12.2m V-12x12 0.259 ENVOLVENTE 0 0.0385 ENVOLVENTE 0 0.0385 0
B140 N+12.2m V-12x12 0.292 ENVOLVENTE 0 0.1439 ENVOLVENTE 0 0.1439 0
B140 N+12.2m V-12x12 0.3514 ENVOLVENTE 0 0.0181 ENVOLVENTE 0 0.0181 0
B140 N+12.2m V-12x12 0.1057 ENVOLVENTE 0 0.0181 ENVOLVENTE 0 0.0181 0
B141 N+12.2m V-12x12 4.9306 ENVOLVENTE 0 0.0859 ENVOLVENTE 0 0.0859 0
B141 N+12.2m V-12x12 5.2631 ENVOLVENTE 0 0.0859 ENVOLVENTE 0 0.0859 0
B141 N+12.2m V-12x12 5.5956 ENVOLVENTE 0 0.0859 ENVOLVENTE 0 0.0859 0
B142 N+12.2m V-12x12 7.841 ENVOLVENTE 166.67 0.0933 ENVOLVENTE 0 0.0933 0
B142 N+12.2m V-12x12 1.7113 ENVOLVENTE 0 0.0933 ENVOLVENTE 0 0.0933 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
75
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B142 N+12.2m V-12x12 0.161 ENVOLVENTE 0 0.0933 ENVOLVENTE 0 0.0933 0
B143 N+12.2m V-12x12 0.2813 ENVOLVENTE 0 0.0447 ENVOLVENTE 0 0.0447 0
B143 N+12.2m V-12x12 0.004 ENVOLVENTE 0 0.0331 ENVOLVENTE 0 0.0331 0
B143 N+12.2m V-12x12 0.2797 ENVOLVENTE 0 0.0331 ENVOLVENTE 0 0.0331 0
B144 N+12.2m V-12x12 0.2387 ENVOLVENTE 0 0.0405 ENVOLVENTE 0 0.0405 0
B144 N+12.2m V-12x12 0.0233 ENVOLVENTE 0 0.0489 ENVOLVENTE 0 0.0489 0
B144 N+12.2m V-12x12 0.2284 ENVOLVENTE 0 0.0489 ENVOLVENTE 0 0.0489 0
B145 N+12.2m V-12x12 0.4036 ENVOLVENTE 0 0.0124 ENVOLVENTE 0 0.0124 0
B145 N+12.2m V-12x12 0.1674 ENVOLVENTE 0 0.0124 ENVOLVENTE 0 0.0124 0
B145 N+12.2m V-12x12 0.4436 ENVOLVENTE 0 0.0124 ENVOLVENTE 0 0.0124 0
B146 N+12.2m V-12x12 0.2756 ENVOLVENTE 0 0.0437 ENVOLVENTE 0 0.0437 0
B146 N+12.2m V-12x12 0.3351 ENVOLVENTE 0 0.0296 ENVOLVENTE 0 0.0296 0
B146 N+12.2m V-12x12 0.3299 ENVOLVENTE 0 0.0296 ENVOLVENTE 0 0.0296 0
B147 N+12.2m V-12x12 0.5452 ENVOLVENTE 0 0.0747 ENVOLVENTE 0 0.0747 0
B147 N+12.2m V-12x12 0.402 ENVOLVENTE 0 0.0747 ENVOLVENTE 0 0.0747 0
B147 N+12.2m V-12x12 0.6022 ENVOLVENTE 0 0.0747 ENVOLVENTE 0 0.0747 0
B148 N+12.2m V-12x12 0.3554 ENVOLVENTE 0 0.0743 ENVOLVENTE 0 0.0743 0
B148 N+12.2m V-12x12 0.0447 ENVOLVENTE 0 0.0743 ENVOLVENTE 0 0.0743 0
B148 N+12.2m V-12x12 0.278 ENVOLVENTE 0 0.0743 ENVOLVENTE 0 0.0743 0
B149 N+12.2m V-12x12 0.374 ENVOLVENTE 0 0.0839 ENVOLVENTE 0 0.0839 0
B149 N+12.2m V-12x12 0.0083 ENVOLVENTE 0 0.0477 ENVOLVENTE 0 0.0477 0
B149 N+12.2m V-12x12 0.057 ENVOLVENTE 0 0.047 ENVOLVENTE 0 0.047 0
B150 N+12.2m V-12x12 0.4939 ENVOLVENTE 0 0.0147 ENVOLVENTE 0 0.0147 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
76
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B150 N+12.2m V-12x12 0.1659 ENVOLVENTE 0 0.0147 ENVOLVENTE 0 0.0147 0
B150 N+12.2m V-12x12 0.4958 ENVOLVENTE 0 0.0147 ENVOLVENTE 0 0.0147 0
B151 N+12.2m V-12x12 0.739 ENVOLVENTE 0 0.1453 ENVOLVENTE 0 0.1453 0
B151 N+12.2m V-12x12 0.5269 ENVOLVENTE 0 0.0953 ENVOLVENTE 0 0.0953 0
B151 N+12.2m V-12x12 0.9103 ENVOLVENTE 0 0.0953 ENVOLVENTE 0 0.0953 0
B152 N+12.2m V-12x12 0.007 ENVOLVENTE 0 0.0777 ENVOLVENTE 0 0.0777 0
B152 N+12.2m V-12x12 0.2393 ENVOLVENTE 0 0.054 ENVOLVENTE 0 0.054 0
B152 N+12.2m V-12x12 0.0993 ENVOLVENTE 0 0.0553 ENVOLVENTE 0 0.0553 0
B153 N+12.2m V-12x12 0.2331 ENVOLVENTE 0 0.0128 ENVOLVENTE 0 0.0128 0
B153 N+12.2m V-12x12 0.1981 ENVOLVENTE 0 0.0543 ENVOLVENTE 0 0.0543 0
B153 N+12.2m V-12x12 0.1502 ENVOLVENTE 0 0.0543 ENVOLVENTE 0 0.0543 0
B154 N+12.2m V-12x12 0.0022 ENVOLVENTE 0 0.03 ENVOLVENTE 0 0.03 0
B154 N+12.2m V-12x12 0.3407 ENVOLVENTE 0 0.0198 ENVOLVENTE 0 0.0198 0
B154 N+12.2m V-12x12 0.3296 ENVOLVENTE 0 0.0198 ENVOLVENTE 0 0.0198 0
B155 N+12.2m V-12x12 0.3258 ENVOLVENTE 0 0.0706 ENVOLVENTE 0 0.0706 0
B155 N+12.2m V-12x12 0.0076 ENVOLVENTE 0 0.0731 ENVOLVENTE 0 0.0731 0
B155 N+12.2m V-12x12 0.3145 ENVOLVENTE 0 0.0731 ENVOLVENTE 0 0.0731 0
B156 N+12.2m V-12x12 0.2736 ENVOLVENTE 0 0.0937 ENVOLVENTE 0 0.0937 0
B156 N+12.2m V-12x12 0.1183 ENVOLVENTE 0 0.0937 ENVOLVENTE 0 0.0937 0
B156 N+12.2m V-12x12 1.2452 ENVOLVENTE 0 0.0794 ENVOLVENTE 0 0.0794 0
B157 N+12.2m V-12x12 0.3426 ENVOLVENTE 0 0.149 ENVOLVENTE 0 0.149 0
B157 N+12.2m V-12x12 0.0337 ENVOLVENTE 0 0.149 ENVOLVENTE 0 0.149 0
B157 N+12.2m V-12x12 0.3383 ENVOLVENTE 0 0.149 ENVOLVENTE 0 0.149 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
77
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B158 N+12.2m V-12x12 0.3358 ENVOLVENTE 0 0.05 ENVOLVENTE 0 0.05 0
B158 N+12.2m V-12x12 0.2887 ENVOLVENTE 0 0.0514 ENVOLVENTE 0 0.0514 0
B158 N+12.2m V-12x12 0.2932 ENVOLVENTE 0 0.0514 ENVOLVENTE 0 0.0514 0
B159 N+12.2m V-12x12 0.0203 ENVOLVENTE 0 0.0029 ENVOLVENTE 0 0.0029 0
B159 N+12.2m V-12x12 0.3532 ENVOLVENTE 0 0.0066 ENVOLVENTE 0 0.0066 0
B159 N+12.2m V-12x12 0.3171 ENVOLVENTE 0 0.0066 ENVOLVENTE 0 0.0066 0
B162 N+12.2m V-12x12 2.0227 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B162 N+12.2m V-12x12 5.3699 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B162 N+12.2m V-12x12 6.4473 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B163 N+12.2m V-12x12 5.0681 ENVOLVENTE 0 0.1239 ENVOLVENTE 0 0.1239 0
B164 N+12.2m V-12x12 1.3649 ENVOLVENTE 0 0.0846 ENVOLVENTE 0 0.0846 0
B164 N+12.2m V-12x12 1.1659 ENVOLVENTE 0 0.1564 ENVOLVENTE 0 0.1564 0
B164 N+12.2m V-12x12 2.4299 ENVOLVENTE 0 0.1564 ENVOLVENTE 0 0.1564 0
B165 N+12.2m V-12x12 3.2987 ENVOLVENTE 0 0.1248 ENVOLVENTE 0 0.1248 0
B165 N+12.2m V-12x12 0.4461 ENVOLVENTE 0 0.1248 ENVOLVENTE 0 0.1248 0
B165 N+12.2m V-12x12 1.6494 ENVOLVENTE 0 0.1248 ENVOLVENTE 0 0.1248 0
B166 N+12.2m V-12x12 2.9724 ENVOLVENTE 0 0.097 ENVOLVENTE 0 0.097 0
B166 N+12.2m V-12x12 0.7256 ENVOLVENTE 0 0.0944 ENVOLVENTE 0 0.0944 0
B166 N+12.2m V-12x12 0.2436 ENVOLVENTE 0 0.1304 ENVOLVENTE 0 0.1304 0
B167 N+12.2m V-12x12 0.0833 ENVOLVENTE 0 0.0189 ENVOLVENTE 0 0.0189 0
B167 N+12.2m V-12x12 0.3836 ENVOLVENTE 0 0.0023 ENVOLVENTE 0 0.0023 0
B167 N+12.2m V-12x12 0.6262 ENVOLVENTE 0 0.0023 ENVOLVENTE 0 0.0023 0
B168 N+12.2m V-12x12 3.8872 ENVOLVENTE 0 0.0005 ENVOLVENTE 0 0.0005 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
78
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B168 N+12.2m V-20x12 2.2424 ENVOLVENTE 0 0.0005 ENVOLVENTE 0 0.0005 0
B168 N+12.2m V-20x12 4.1148 ENVOLVENTE 0 0.0005 ENVOLVENTE 0 0.0005 0
B1 N+9.76m V-20x12 0.8978 ENVOLVENTE 0 0.00001454 ENVOLVENTE 0 0.00001454 0
B1 N+9.76m V-20x12 0.0845 ENVOLVENTE 0 0.00001638 ENVOLVENTE 0 0.00001638 0
B1 N+9.76m V-20x12 3.9463 ENVOLVENTE 0 0.00001638 ENVOLVENTE 0 0.00001638 0
B2 N+9.76m V-20x12 10.9733 ENVOLVENTE 208.33 0.000001842 ENVOLVENTE 0 0.000001842 0
B2 N+9.76m V-20x12 1.0052 ENVOLVENTE 0 0.000007732 ENVOLVENTE 0 0.000007732 0
B2 N+9.76m V-20x12 1.0222 ENVOLVENTE 0 0.000007732 ENVOLVENTE 0 0.000007732 0
B3 N+9.76m V-20x12 2.5044 ENVOLVENTE 0 0.000003285 ENVOLVENTE 0 0.000003285 0
B3 N+9.76m V-20x12 0.33 ENVOLVENTE 0 0.00000149 ENVOLVENTE 0 0.00000149 0
B3 N+9.76m V-20x12 2.4663 ENVOLVENTE 0 0.00000149 ENVOLVENTE 0 0.00000149 0
B4 N+9.76m V-20x12 0.4564 ENVOLVENTE 0 0.0073 ENVOLVENTE 0 0.0073 0
B4 N+9.76m V-20x12 1.3482 ENVOLVENTE 0 0.0025 ENVOLVENTE 0 0.0025 0
B4 N+9.76m V-20x12 2.3782 ENVOLVENTE 0 0.0025 ENVOLVENTE 0 0.0025 0
B5 N+9.76m V-20x12 1.3089 ENVOLVENTE 0 0.0014 ENVOLVENTE 0 0.0014 0
B5 N+9.76m V-20x12 0.1208 ENVOLVENTE 0 0.0081 ENVOLVENTE 0 0.0081 0
B5 N+9.76m V-20x12 1.3092 ENVOLVENTE 0 0.0081 ENVOLVENTE 0 0.0081 0
B7 N+9.76m V-20x12 6.0733 ENVOLVENTE 0 0.0404 ENVOLVENTE 0 0.0404 0
B7 N+9.76m V-20x12 2.214 ENVOLVENTE 0 0.0404 ENVOLVENTE 0 0.0404 0
B7 N+9.76m V-20x12 3.8857 ENVOLVENTE 0 0.0404 ENVOLVENTE 0 0.0404 0
B10 N+9.76m V-20x12 1.0285 ENVOLVENTE 0 0.1184 ENVOLVENTE 0 0.1184 0
B11 N+9.76m V-20x12 4.5023 ENVOLVENTE 0 0.0261 ENVOLVENTE 0 0.0261 0
B11 N+9.76m V-20x12 1.3474 ENVOLVENTE 0 0.0261 ENVOLVENTE 0 0.0261 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
79
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B11 N+9.76m V-20x12 5.2419 ENVOLVENTE 0 0.0261 ENVOLVENTE 0 0.0261 0
B12 N+9.76m V-20x12 2.2826 ENVOLVENTE 0 0.0193 ENVOLVENTE 0 0.0193 0
B12 N+9.76m V-20x12 1.7111 ENVOLVENTE 0 0.0688 ENVOLVENTE 0 0.0688 0
B12 N+9.76m V-20x12 1.3523 ENVOLVENTE 0 0.0688 ENVOLVENTE 0 0.0688 0
B13 N+9.76m V-20x12 1.3504 ENVOLVENTE 0 0.0639 ENVOLVENTE 0 0.0639 0
B13 N+9.76m V-20x12 0.8659 ENVOLVENTE 0 0.108 ENVOLVENTE 0 0.108 0
B13 N+9.76m V-20x12 0.4613 ENVOLVENTE 0 0.108 ENVOLVENTE 0 0.108 0
B14 N+9.76m V-20x12 0.7961 ENVOLVENTE 0 0.1325 ENVOLVENTE 0 0.1325 0
B14 N+9.76m V-20x12 0.1025 ENVOLVENTE 0 0.0742 ENVOLVENTE 0 0.0742 0
B14 N+9.76m V-20x12 3.1643 ENVOLVENTE 0 0.0742 ENVOLVENTE 0 0.0742 0
B15 N+9.76m V-20x12 1.876 ENVOLVENTE 0 0.0745 ENVOLVENTE 0 0.0745 0
B15 N+9.76m V-20x12 1.9841 ENVOLVENTE 0 0.0535 ENVOLVENTE 0 0.0535 0
B15 N+9.76m V-20x12 2.2286 ENVOLVENTE 0 0.0535 ENVOLVENTE 0 0.0535 0
B16 N+9.76m V-20x12 10.7123 ENVOLVENTE 208.33 0.1077 ENVOLVENTE 0 0.1077 0
B16 N+9.76m V-20x12 6.0713 ENVOLVENTE 0 0.1077 ENVOLVENTE 0 0.1077 0
B16 N+9.76m V-20x12 2.7651 ENVOLVENTE 0 0.1077 ENVOLVENTE 0 0.1077 0
B17 N+9.76m V-20x12 0.1395 ENVOLVENTE 0 0.0749 ENVOLVENTE 0 0.0749 0
B17 N+9.76m V-20x12 5.8202 ENVOLVENTE 0 0.0749 ENVOLVENTE 0 0.0749 0
B17 N+9.76m V-20x12 7.0887 ENVOLVENTE 0 0.0749 ENVOLVENTE 0 0.0749 0
B18 N+9.76m V-20x12 0.8778 ENVOLVENTE 0 0.0127 ENVOLVENTE 0 0.0127 0
B18 N+9.76m V-20x12 0.101 ENVOLVENTE 0 0.0018 ENVOLVENTE 0 0.0018 0
B18 N+9.76m V-20x12 3.5374 ENVOLVENTE 0 0.0018 ENVOLVENTE 0 0.0018 0
B19 N+9.76m V-20x12 2.7796 ENVOLVENTE 0 0.0089 ENVOLVENTE 0 0.0089 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
80
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B19 N+9.76m V-20x12 0.0581 ENVOLVENTE 0 0.15 ENVOLVENTE 0 0.15 0
B19 N+9.76m V-20x12 0.6939 ENVOLVENTE 0 0.15 ENVOLVENTE 0 0.15 0
B20 N+9.76m V-20x12 2.692 ENVOLVENTE 0 0.0009 ENVOLVENTE 0 0.0009 0
B20 N+9.76m V-20x12 1.0889 ENVOLVENTE 0 0.0009 ENVOLVENTE 0 0.0009 0
B20 N+9.76m V-20x12 4.4269 ENVOLVENTE 0 0.0009 ENVOLVENTE 0 0.0009 0
B21 N+9.76m V-20x12 5.3487 ENVOLVENTE 0 0.0238 ENVOLVENTE 0 0.0238 0
B21 N+9.76m V-20x12 0.0695 ENVOLVENTE 0 0.1323 ENVOLVENTE 0 0.1323 0
B21 N+9.76m V-20x12 0.3533 ENVOLVENTE 0 0.1308 ENVOLVENTE 0 0.1308 0
B22 N+9.76m V-20x12 3.6014 ENVOLVENTE 0 0.1414 ENVOLVENTE 0 0.1414 0
B22 N+9.76m V-20x12 0.2074 ENVOLVENTE 0 0.1414 ENVOLVENTE 0 0.1414 0
B22 N+9.76m V-20x12 2.8101 ENVOLVENTE 0 0.1414 ENVOLVENTE 0 0.1414 0
B23 N+9.76m V-20x12 3.1846 ENVOLVENTE 0 0.0434 ENVOLVENTE 0 0.0434 0
B23 N+9.76m V-20x12 0.0772 ENVOLVENTE 0 0.0434 ENVOLVENTE 0 0.0434 0
B23 N+9.76m V-20x12 4.4342 ENVOLVENTE 0 0.0434 ENVOLVENTE 0 0.0434 0
B24 N+9.76m V-20x12 6.0993 ENVOLVENTE 0 0.0003 ENVOLVENTE 0 0.0003 0
B24 N+9.76m V-20x12 0.2692 ENVOLVENTE 0 0.0238 ENVOLVENTE 0 0.0238 0
B24 N+9.76m V-20x12 2.1313 ENVOLVENTE 0 0.0238 ENVOLVENTE 0 0.0238 0
B26 N+9.76m V-20x12 3.7445 ENVOLVENTE 0 0.0073 ENVOLVENTE 0 0.0073 0
B26 N+9.76m V-20x12 1.9087 ENVOLVENTE 0 0.0073 ENVOLVENTE 0 0.0073 0
B26 N+9.76m V-20x12 6.2169 ENVOLVENTE 0 0.0073 ENVOLVENTE 0 0.0073 0
B27 N+9.76m V-20x12 9.1362 ENVOLVENTE 208.33 0.0023 ENVOLVENTE 0 0.0023 0
B27 N+9.76m V-20x12 11.6315 ENVOLVENTE 208.33 0.0111 ENVOLVENTE 0 0.0111 0
B27 N+9.76m V-20x12 8.2108 ENVOLVENTE 0 0.0111 ENVOLVENTE 0 0.0111 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
81
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B28 N+9.76m V-20x12 1.5662 ENVOLVENTE 0 0.0574 ENVOLVENTE 0 0.0574 0
B28 N+9.76m V-20x12 0.6753 ENVOLVENTE 0 0.1455 ENVOLVENTE 0 0.1455 0
B28 N+9.76m V-20x12 0.433 ENVOLVENTE 0 0.1455 ENVOLVENTE 0 0.1455 0
B29 N+9.76m V-20x12 1.3197 ENVOLVENTE 0 0.0041 ENVOLVENTE 0 0.0041 0
B29 N+9.76m V-20x12 1.0692 ENVOLVENTE 0 0.0039 ENVOLVENTE 0 0.0039 0
B29 N+9.76m V-20x12 2.3706 ENVOLVENTE 0 0.0039 ENVOLVENTE 0 0.0039 0
B30 N+9.76m V-20x12 1.0811 ENVOLVENTE 0 0.0269 ENVOLVENTE 0 0.0269 0
B30 N+9.76m V-20x12 0.0763 ENVOLVENTE 0 0.0041 ENVOLVENTE 0 0.0041 0
B30 N+9.76m V-20x12 3.8846 ENVOLVENTE 0 0.0041 ENVOLVENTE 0 0.0041 0
B31 N+9.76m V-20x12 4.2172 ENVOLVENTE 0 0.0351 ENVOLVENTE 0 0.0351 0
B31 N+9.76m V-20x12 0.0761 ENVOLVENTE 0 0.0351 ENVOLVENTE 0 0.0351 0
B31 N+9.76m V-20x12 2.1687 ENVOLVENTE 0 0.0351 ENVOLVENTE 0 0.0351 0
B32 N+9.76m V-20x12 2.357 ENVOLVENTE 0 0.0298 ENVOLVENTE 0 0.0298 0
B32 N+9.76m V-20x12 1.1079 ENVOLVENTE 0 0.0298 ENVOLVENTE 0 0.0298 0
B32 N+9.76m V-20x12 4.1308 ENVOLVENTE 0 0.0298 ENVOLVENTE 0 0.0298 0
B33 N+9.76m V-20x12 3.8976 ENVOLVENTE 0 0.0057 ENVOLVENTE 0 0.0057 0
B33 N+9.76m V-20x12 0.1039 ENVOLVENTE 0 0.0435 ENVOLVENTE 0 0.0435 0
B33 N+9.76m V-20x12 1.0701 ENVOLVENTE 0 0.0435 ENVOLVENTE 0 0.0435 0
B34 N+9.76m V-20x12 2.4777 ENVOLVENTE 0 0.0111 ENVOLVENTE 0 0.0111 0
B34 N+9.76m V-20x12 9.1278 ENVOLVENTE 208.33 0.011 ENVOLVENTE 0 0.011 0
B34 N+9.76m V-20x12 4.1966 ENVOLVENTE 0 0.011 ENVOLVENTE 0 0.011 0
B35 N+9.76m V-20x12 0.3082 ENVOLVENTE 0 0.0072 ENVOLVENTE 0 0.0072 0
B35 N+9.76m V-20x12 8.9705 ENVOLVENTE 208.33 0.0168 ENVOLVENTE 0 0.0168 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
82
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B35 N+9.76m V-20x12 0.3279 ENVOLVENTE 0 0.0168 ENVOLVENTE 0 0.0168 0
B36 N+9.76m V-20x12 0.3281 ENVOLVENTE 0 0.0168 ENVOLVENTE 0 0.0168 0
B36 N+9.76m V-20x12 9.3256 ENVOLVENTE 208.33 0.0237 ENVOLVENTE 0 0.0237 0
B36 N+9.76m V-20x12 0.4914 ENVOLVENTE 0 0.1642 ENVOLVENTE 0 0.1642 0
B37 N+9.76m V-20x12 6.1716 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B37 N+9.76m V-20x12 2.635 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B37 N+9.76m V-20x12 1.2288 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B38 N+9.76m V-20x12 2.9049 ENVOLVENTE 0 0.2536 ENVOLVENTE 0 0.2536 0
B38 N+9.76m V-20x12 3.639 ENVOLVENTE 0 0.2536 ENVOLVENTE 0 0.2536 0
B39 N+9.76m V-20x12 3.2693 ENVOLVENTE 0 0.018 ENVOLVENTE 0 0.018 0
B39 N+9.76m V-20x12 9.6412 ENVOLVENTE 208.33 0.078 ENVOLVENTE 0 0.078 0
B39 N+9.76m V-20x12 7.9267 ENVOLVENTE 0 0.078 ENVOLVENTE 0 0.078 0
B40 N+9.76m V-20x12 5.8597 ENVOLVENTE 0 0.062 ENVOLVENTE 0 0.062 0
B40 N+9.76m V-20x12 1.0843 ENVOLVENTE 0 0.062 ENVOLVENTE 0 0.062 0
B40 N+9.76m V-20x12 2.5031 ENVOLVENTE 0 0.062 ENVOLVENTE 0 0.062 0
B41 N+9.76m V-20x12 3.4833 ENVOLVENTE 0 0.0041 ENVOLVENTE 0 0.0041 0
B41 N+9.76m V-20x12 1.6832 ENVOLVENTE 0 0.0041 ENVOLVENTE 0 0.0041 0
B41 N+9.76m V-20x12 3.3087 ENVOLVENTE 0 0.0041 ENVOLVENTE 0 0.0041 0
B42 N+9.76m V-20x12 0.7557 ENVOLVENTE 0 0.0203 ENVOLVENTE 0 0.0203 0
B42 N+9.76m V-20x12 2.1265 ENVOLVENTE 0 0.0223 ENVOLVENTE 0 0.0223 0
B42 N+9.76m V-20x12 4.1894 ENVOLVENTE 0 0.0223 ENVOLVENTE 0 0.0223 0
B44 N+9.76m V-20x12 1.2933 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B44 N+9.76m V-20x12 0.138 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
83
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B44 N+9.76m V-20x12 1.3192 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B45 N+9.76m V-20x12 1.4038 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B45 N+9.76m V-20x12 0.2579 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B45 N+9.76m V-20x12 1.5316 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B46 N+9.76m V-20x12 2.3705 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B46 N+9.76m V-20x12 2.0801 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B46 N+9.76m V-20x12 4.1447 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B47 N+9.76m V-20x12 0.457 ENVOLVENTE 0 0.0127 ENVOLVENTE 0 0.0127 0
B47 N+9.76m V-20x12 1.196 ENVOLVENTE 0 0.0002 ENVOLVENTE 0 0.0002 0
B47 N+9.76m V-20x12 2.5361 ENVOLVENTE 0 0.0002 ENVOLVENTE 0 0.0002 0
B51 N+9.76m V-20x12 0.4564 ENVOLVENTE 0 0.005 ENVOLVENTE 0 0.005 0
B51 N+9.76m V-20x12 1.3482 ENVOLVENTE 0 0.0019 ENVOLVENTE 0 0.0019 0
B51 N+9.76m V-20x12 2.3782 ENVOLVENTE 0 0.0019 ENVOLVENTE 0 0.0019 0
B52 N+9.76m V-20x12 1.3089 ENVOLVENTE 0 0.0045 ENVOLVENTE 0 0.0045 0
B52 N+9.76m V-20x12 0.1208 ENVOLVENTE 0 0.0093 ENVOLVENTE 0 0.0093 0
B52 N+9.76m V-20x12 1.3092 ENVOLVENTE 0 0.0093 ENVOLVENTE 0 0.0093 0
B53 N+9.76m V-20x12 1.0286 ENVOLVENTE 0 0.0849 ENVOLVENTE 0 0.0849 0
B54 N+9.76m V-20x12 4.5023 ENVOLVENTE 0 0.0237 ENVOLVENTE 0 0.0237 0
B54 N+9.76m V-20x12 1.3474 ENVOLVENTE 0 0.0237 ENVOLVENTE 0 0.0237 0
B54 N+9.76m V-20x12 5.2419 ENVOLVENTE 0 0.0237 ENVOLVENTE 0 0.0237 0
B55 N+9.76m V-20x12 2.2826 ENVOLVENTE 0 0.0172 ENVOLVENTE 0 0.0172 0
B55 N+9.76m V-20x12 1.7111 ENVOLVENTE 0 0.0641 ENVOLVENTE 0 0.0641 0
B55 N+9.76m V-20x12 1.3523 ENVOLVENTE 0 0.0641 ENVOLVENTE 0 0.0641 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
84
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B56 N+9.76m V-20x12 1.3504 ENVOLVENTE 0 0.0763 ENVOLVENTE 0 0.0763 0
B56 N+9.76m V-20x12 0.8659 ENVOLVENTE 0 0.1438 ENVOLVENTE 0 0.1438 0
B56 N+9.76m V-20x12 0.4613 ENVOLVENTE 0 0.1438 ENVOLVENTE 0 0.1438 0
B57 N+9.76m V-20x12 0.7961 ENVOLVENTE 0 0.1042 ENVOLVENTE 0 0.1042 0
B57 N+9.76m V-20x12 0.1025 ENVOLVENTE 0 0.0698 ENVOLVENTE 0 0.0698 0
B57 N+9.76m V-20x12 3.1643 ENVOLVENTE 0 0.0698 ENVOLVENTE 0 0.0698 0
B58 N+9.76m V-20x12 1.876 ENVOLVENTE 0 0.0863 ENVOLVENTE 0 0.0863 0
B58 N+9.76m V-20x12 1.9841 ENVOLVENTE 0 0.0635 ENVOLVENTE 0 0.0635 0
B58 N+9.76m V-20x12 2.2286 ENVOLVENTE 0 0.0635 ENVOLVENTE 0 0.0635 0
B59 N+9.76m V-20x12 10.7123 ENVOLVENTE 208.33 0.1303 ENVOLVENTE 0 0.1303 0
B59 N+9.76m V-20x12 6.0713 ENVOLVENTE 0 0.1303 ENVOLVENTE 0 0.1303 0
B59 N+9.76m V-20x12 2.7652 ENVOLVENTE 0 0.1303 ENVOLVENTE 0 0.1303 0
B60 N+9.76m V-20x12 0.1395 ENVOLVENTE 0 0.0534 ENVOLVENTE 0 0.0534 0
B60 N+9.76m V-20x12 5.8202 ENVOLVENTE 0 0.0534 ENVOLVENTE 0 0.0534 0
B60 N+9.76m V-20x12 7.0887 ENVOLVENTE 0 0.0534 ENVOLVENTE 0 0.0534 0
B61 N+9.76m V-20x12 0.8778 ENVOLVENTE 0 0.0173 ENVOLVENTE 0 0.0173 0
B61 N+9.76m V-20x12 0.101 ENVOLVENTE 0 0.0006 ENVOLVENTE 0 0.0006 0
B61 N+9.76m V-20x12 3.5374 ENVOLVENTE 0 0.0006 ENVOLVENTE 0 0.0006 0
B62 N+9.76m V-20x12 2.7796 ENVOLVENTE 0 0.0068 ENVOLVENTE 0 0.0068 0
B62 N+9.76m V-20x12 0.0581 ENVOLVENTE 0 0.1364 ENVOLVENTE 0 0.1364 0
B62 N+9.76m V-20x12 0.6939 ENVOLVENTE 0 0.1364 ENVOLVENTE 0 0.1364 0
B63 N+9.76m V-20x12 2.692 ENVOLVENTE 0 0.0001 ENVOLVENTE 0 0.0001 0
B63 N+9.76m V-20x12 1.0889 ENVOLVENTE 0 0.0001 ENVOLVENTE 0 0.0001 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
85
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B63 N+9.76m V-20x12 4.4269 ENVOLVENTE 0 0.0001 ENVOLVENTE 0 0.0001 0
B64 N+9.76m V-20x12 5.3487 ENVOLVENTE 0 0.0191 ENVOLVENTE 0 0.0191 0
B64 N+9.76m V-20x12 0.0695 ENVOLVENTE 0 0.1014 ENVOLVENTE 0 0.1014 0
B64 N+9.76m V-20x12 0.3533 ENVOLVENTE 0 0.1003 ENVOLVENTE 0 0.1003 0
B65 N+9.76m V-20x12 3.6015 ENVOLVENTE 0 0.1837 ENVOLVENTE 0 0.1837 0
B65 N+9.76m V-20x12 0.2075 ENVOLVENTE 0 0.1837 ENVOLVENTE 0 0.1837 0
B65 N+9.76m V-20x12 2.81 ENVOLVENTE 0 0.1837 ENVOLVENTE 0 0.1837 0
B66 N+9.76m V-20x12 3.1846 ENVOLVENTE 0 0.0343 ENVOLVENTE 0 0.0343 0
B66 N+9.76m V-20x12 0.0772 ENVOLVENTE 0 0.0343 ENVOLVENTE 0 0.0343 0
B66 N+9.76m V-20x12 4.4342 ENVOLVENTE 0 0.0343 ENVOLVENTE 0 0.0343 0
B67 N+9.76m V-20x12 6.0993 ENVOLVENTE 0 0.004 ENVOLVENTE 0 0.004 0
B67 N+9.76m V-20x12 0.2692 ENVOLVENTE 0 0.0307 ENVOLVENTE 0 0.0307 0
B67 N+9.76m V-20x12 2.1313 ENVOLVENTE 0 0.0307 ENVOLVENTE 0 0.0307 0
B68 N+9.76m V-20x12 6.0733 ENVOLVENTE 0 0.0325 ENVOLVENTE 0 0.0325 0
B68 N+9.76m V-20x12 2.214 ENVOLVENTE 0 0.0325 ENVOLVENTE 0 0.0325 0
B68 N+9.76m V-20x12 3.8856 ENVOLVENTE 0 0.0325 ENVOLVENTE 0 0.0325 0
B69 N+9.76m V-20x12 3.7445 ENVOLVENTE 0 0.009 ENVOLVENTE 0 0.009 0
B69 N+9.76m V-20x12 1.9087 ENVOLVENTE 0 0.009 ENVOLVENTE 0 0.009 0
B69 N+9.76m V-20x12 6.2169 ENVOLVENTE 0 0.009 ENVOLVENTE 0 0.009 0
B70 N+9.76m V-20x12 9.1362 ENVOLVENTE 208.33 0.0055 ENVOLVENTE 0 0.0055 0
B70 N+9.76m V-20x12 11.6315 ENVOLVENTE 208.33 0.0087 ENVOLVENTE 0 0.0087 0
B70 N+9.76m V-20x12 8.2108 ENVOLVENTE 0 0.0087 ENVOLVENTE 0 0.0087 0
B71 N+9.76m V-20x12 1.5662 ENVOLVENTE 0 0.0469 ENVOLVENTE 0 0.0469 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
86
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B71 N+9.76m V-20x12 0.6753 ENVOLVENTE 0 0.1206 ENVOLVENTE 0 0.1206 0
B71 N+9.76m V-20x12 0.433 ENVOLVENTE 0 0.1206 ENVOLVENTE 0 0.1206 0
B72 N+9.76m V-20x12 1.3197 ENVOLVENTE 0 0.0073 ENVOLVENTE 0 0.0073 0
B72 N+9.76m V-20x12 1.0692 ENVOLVENTE 0 0.0031 ENVOLVENTE 0 0.0031 0
B72 N+9.76m V-20x12 2.3706 ENVOLVENTE 0 0.0031 ENVOLVENTE 0 0.0031 0
B73 N+9.76m V-20x12 1.0811 ENVOLVENTE 0 0.0328 ENVOLVENTE 0 0.0328 0
B73 N+9.76m V-20x12 0.0763 ENVOLVENTE 0 0.0082 ENVOLVENTE 0 0.0082 0
B73 N+9.76m V-20x12 3.8846 ENVOLVENTE 0 0.0082 ENVOLVENTE 0 0.0082 0
B74 N+9.76m V-20x12 4.2172 ENVOLVENTE 0 0.0273 ENVOLVENTE 0 0.0273 0
B74 N+9.76m V-20x12 0.0761 ENVOLVENTE 0 0.0273 ENVOLVENTE 0 0.0273 0
B74 N+9.76m V-20x12 2.1687 ENVOLVENTE 0 0.0273 ENVOLVENTE 0 0.0273 0
B75 N+9.76m V-20x12 2.357 ENVOLVENTE 0 0.0374 ENVOLVENTE 0 0.0374 0
B75 N+9.76m V-20x12 1.1079 ENVOLVENTE 0 0.0374 ENVOLVENTE 0 0.0374 0
B75 N+9.76m V-20x12 4.1308 ENVOLVENTE 0 0.0374 ENVOLVENTE 0 0.0374 0
B76 N+9.76m V-20x12 3.8976 ENVOLVENTE 0 0.0014 ENVOLVENTE 0 0.0014 0
B76 N+9.76m V-20x12 0.1039 ENVOLVENTE 0 0.0346 ENVOLVENTE 0 0.0346 0
B76 N+9.76m V-20x12 1.0701 ENVOLVENTE 0 0.0346 ENVOLVENTE 0 0.0346 0
B77 N+9.76m V-20x12 2.4777 ENVOLVENTE 0 0.0155 ENVOLVENTE 0 0.0155 0
B77 N+9.76m V-20x12 9.1278 ENVOLVENTE 208.33 0.0083 ENVOLVENTE 0 0.0083 0
B77 N+9.76m V-20x12 4.1966 ENVOLVENTE 0 0.0083 ENVOLVENTE 0 0.0083 0
B78 N+9.76m V-20x12 0.3082 ENVOLVENTE 0 0.0172 ENVOLVENTE 0 0.0172 0
B78 N+9.76m V-20x12 8.9705 ENVOLVENTE 208.33 0.0286 ENVOLVENTE 0 0.0286 0
B78 N+9.76m V-20x12 0.3279 ENVOLVENTE 0 0.0286 ENVOLVENTE 0 0.0286 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
87
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B79 N+9.76m V-20x12 0.3281 ENVOLVENTE 0 0.0286 ENVOLVENTE 0 0.0286 0
B79 N+9.76m V-20x12 9.3256 ENVOLVENTE 208.33 0.0079 ENVOLVENTE 0 0.0079 0
B79 N+9.76m V-20x12 0.4914 ENVOLVENTE 0 0.0945 ENVOLVENTE 0 0.0945 0
B80 N+9.76m V-20x12 6.1716 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B80 N+9.76m V-20x12 2.635 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B80 N+9.76m V-20x12 1.2288 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B81 N+9.76m V-20x12 2.9049 ENVOLVENTE 0 0.3143 ENVOLVENTE 0 0.3143 0
B81 N+9.76m V-20x12 3.639 ENVOLVENTE 0 0.3143 ENVOLVENTE 0 0.3143 0
B82 N+9.76m V-20x12 3.2693 ENVOLVENTE 0 0.0086 ENVOLVENTE 0 0.0086 0
B82 N+9.76m V-20x12 9.6412 ENVOLVENTE 208.33 0.0628 ENVOLVENTE 0 0.0628 0
B82 N+9.76m V-20x12 7.9267 ENVOLVENTE 0 0.0628 ENVOLVENTE 0 0.0628 0
B83 N+9.76m V-20x12 5.8597 ENVOLVENTE 0 0.0667 ENVOLVENTE 0 0.0667 0
B83 N+9.76m V-20x12 1.0843 ENVOLVENTE 0 0.0667 ENVOLVENTE 0 0.0667 0
B83 N+9.76m V-20x12 2.5031 ENVOLVENTE 0 0.0667 ENVOLVENTE 0 0.0667 0
B84 N+9.76m V-20x12 0.7557 ENVOLVENTE 0 0.0271 ENVOLVENTE 0 0.0271 0
B84 N+9.76m V-20x12 2.1265 ENVOLVENTE 0 0.028 ENVOLVENTE 0 0.028 0
B84 N+9.76m V-20x12 4.1893 ENVOLVENTE 0 0.028 ENVOLVENTE 0 0.028 0
B85 N+9.76m V-20x12 1.2933 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B85 N+9.76m V-20x12 0.138 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B85 N+9.76m V-20x12 1.3192 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B86 N+9.76m V-20x12 1.4038 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B86 N+9.76m V-20x12 0.2579 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B86 N+9.76m V-20x12 1.5316 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
88
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B87 N+9.76m V-20x12 0.457 ENVOLVENTE 0 0.0157 ENVOLVENTE 0 0.0157 0
B87 N+9.76m V-20x12 1.196 ENVOLVENTE 0 0.0001 ENVOLVENTE 0 0.0001 0
B87 N+9.76m V-20x12 2.5361 ENVOLVENTE 0 0.0001 ENVOLVENTE 0 0.0001 0
B88 N+9.76m V-20x12 3.4833 ENVOLVENTE 0 0.0117 ENVOLVENTE 0 0.0117 0
B88 N+9.76m V-20x12 1.6832 ENVOLVENTE 0 0.0117 ENVOLVENTE 0 0.0117 0
B88 N+9.76m V-20x12 3.3087 ENVOLVENTE 0 0.0117 ENVOLVENTE 0 0.0117 0
B92 N+9.76m V-20x12 3.9463 ENVOLVENTE 0 0.00001576 ENVOLVENTE 0 0.00001576 0
B92 N+9.76m V-20x12 0.1276 ENVOLVENTE 0 0.00001381 ENVOLVENTE 0 0.00001381 0
B92 N+9.76m V-20x12 0.8978 ENVOLVENTE 0 0.00001381 ENVOLVENTE 0 0.00001381 0
B93 N+9.76m V-20x12 0.0098 ENVOLVENTE 0 0.000007589 ENVOLVENTE 0 0.000007589 0
B93 N+9.76m V-20x12 3.6339 ENVOLVENTE 0 0.000001569 ENVOLVENTE 0 0.000001569 0
B93 N+9.76m V-20x12 10.9733 ENVOLVENTE 208.33 0.000001569 ENVOLVENTE 0 0.000001569 0
B94 N+9.76m V-20x12 2.4663 ENVOLVENTE 0 0.00000157 ENVOLVENTE 0 0.00000157 0
B94 N+9.76m V-20x12 0.368 ENVOLVENTE 0 0.000003203 ENVOLVENTE 0 0.000003203 0
B94 N+9.76m V-20x12 2.5044 ENVOLVENTE 0 0.000003203 ENVOLVENTE 0 0.000003203 0
B95 N+9.76m V-20x12 0.4564 ENVOLVENTE 0 0.005 ENVOLVENTE 0 0.005 0
B95 N+9.76m V-20x12 1.3482 ENVOLVENTE 0 0.0019 ENVOLVENTE 0 0.0019 0
B95 N+9.76m V-20x12 2.3782 ENVOLVENTE 0 0.0019 ENVOLVENTE 0 0.0019 0
B96 N+9.76m V-20x12 1.3089 ENVOLVENTE 0 0.0045 ENVOLVENTE 0 0.0045 0
B96 N+9.76m V-20x12 0.1208 ENVOLVENTE 0 0.0093 ENVOLVENTE 0 0.0093 0
B96 N+9.76m V-20x12 1.3092 ENVOLVENTE 0 0.0093 ENVOLVENTE 0 0.0093 0
B97 N+9.76m V-20x12 1.0286 ENVOLVENTE 0 0.0849 ENVOLVENTE 0 0.0849 0
B98 N+9.76m V-20x12 5.2419 ENVOLVENTE 0 0.0237 ENVOLVENTE 0 0.0237 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
89
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B98 N+9.76m V-20x12 2.0518 ENVOLVENTE 0 0.0237 ENVOLVENTE 0 0.0237 0
B98 N+9.76m V-20x12 4.5023 ENVOLVENTE 0 0.0237 ENVOLVENTE 0 0.0237 0
B99 N+9.76m V-20x12 1.3523 ENVOLVENTE 0 0.0641 ENVOLVENTE 0 0.0641 0
B99 N+9.76m V-20x12 2.0829 ENVOLVENTE 0 0.0172 ENVOLVENTE 0 0.0172 0
B99 N+9.76m V-20x12 2.2826 ENVOLVENTE 0 0.0172 ENVOLVENTE 0 0.0172 0
B100 N+9.76m V-20x12 0.4613 ENVOLVENTE 0 0.1438 ENVOLVENTE 0 0.1438 0
B100 N+9.76m V-20x12 1.3215 ENVOLVENTE 0 0.0763 ENVOLVENTE 0 0.0763 0
B100 N+9.76m V-20x12 1.3504 ENVOLVENTE 0 0.0763 ENVOLVENTE 0 0.0763 0
B101 N+9.76m V-20x12 3.1643 ENVOLVENTE 0 0.0698 ENVOLVENTE 0 0.0698 0
B101 N+9.76m V-20x12 0.0859 ENVOLVENTE 0 0.1042 ENVOLVENTE 0 0.1042 0
B101 N+9.76m V-20x12 0.7961 ENVOLVENTE 0 0.1042 ENVOLVENTE 0 0.1042 0
B102 N+9.76m V-20x12 2.2286 ENVOLVENTE 0 0.0635 ENVOLVENTE 0 0.0635 0
B102 N+9.76m V-20x12 2.2754 ENVOLVENTE 0 0.0863 ENVOLVENTE 0 0.0863 0
B102 N+9.76m V-20x12 1.876 ENVOLVENTE 0 0.0863 ENVOLVENTE 0 0.0863 0
B103 N+9.76m V-20x12 2.7652 ENVOLVENTE 0 0.1303 ENVOLVENTE 0 0.1303 0
B103 N+9.76m V-20x12 6.0713 ENVOLVENTE 0 0.1303 ENVOLVENTE 0 0.1303 0
B103 N+9.76m V-20x12 10.7123 ENVOLVENTE 208.33 0.1303 ENVOLVENTE 0 0.1303 0
B104 N+9.76m V-20x12 7.0887 ENVOLVENTE 0 0.0534 ENVOLVENTE 0 0.0534 0
B104 N+9.76m V-20x12 2.8614 ENVOLVENTE 0 0.0534 ENVOLVENTE 0 0.0534 0
B104 N+9.76m V-20x12 0.1395 ENVOLVENTE 0 0.0534 ENVOLVENTE 0 0.0534 0
B105 N+9.76m V-20x12 0.8778 ENVOLVENTE 0 0.0173 ENVOLVENTE 0 0.0173 0
B105 N+9.76m V-20x12 0.101 ENVOLVENTE 0 0.0006 ENVOLVENTE 0 0.0006 0
B105 N+9.76m V-20x12 3.5374 ENVOLVENTE 0 0.0006 ENVOLVENTE 0 0.0006 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
90
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B106 N+9.76m V-20x12 2.7796 ENVOLVENTE 0 0.0068 ENVOLVENTE 0 0.0068 0
B106 N+9.76m V-20x12 0.0581 ENVOLVENTE 0 0.1364 ENVOLVENTE 0 0.1364 0
B106 N+9.76m V-20x12 0.6939 ENVOLVENTE 0 0.1364 ENVOLVENTE 0 0.1364 0
B107 N+9.76m V-20x12 4.4269 ENVOLVENTE 0 0.0001 ENVOLVENTE 0 0.0001 0
B107 N+9.76m V-20x12 1.2859 ENVOLVENTE 0 0.0001 ENVOLVENTE 0 0.0001 0
B107 N+9.76m V-20x12 2.692 ENVOLVENTE 0 0.0001 ENVOLVENTE 0 0.0001 0
B108 N+9.76m V-20x12 4.4263 ENVOLVENTE 0 0.1014 ENVOLVENTE 0 0.1014 0
B108 N+9.76m V-20x12 0.0442 ENVOLVENTE 0 0.0191 ENVOLVENTE 0 0.0191 0
B108 N+9.76m V-20x12 5.3487 ENVOLVENTE 0 0.0191 ENVOLVENTE 0 0.0191 0
B109 N+9.76m V-20x12 2.81 ENVOLVENTE 0 0.1837 ENVOLVENTE 0 0.1837 0
B109 N+9.76m V-20x12 0.2075 ENVOLVENTE 0 0.1837 ENVOLVENTE 0 0.1837 0
B109 N+9.76m V-20x12 3.6015 ENVOLVENTE 0 0.1837 ENVOLVENTE 0 0.1837 0
B110 N+9.76m V-20x12 4.4342 ENVOLVENTE 0 0.0343 ENVOLVENTE 0 0.0343 0
B110 N+9.76m V-20x12 0.0772 ENVOLVENTE 0 0.0343 ENVOLVENTE 0 0.0343 0
B110 N+9.76m V-20x12 3.1846 ENVOLVENTE 0 0.0343 ENVOLVENTE 0 0.0343 0
B111 N+9.76m V-20x12 2.1313 ENVOLVENTE 0 0.0307 ENVOLVENTE 0 0.0307 0
B111 N+9.76m V-20x12 0.005 ENVOLVENTE 0 0.004 ENVOLVENTE 0 0.004 0
B111 N+9.76m V-20x12 6.0993 ENVOLVENTE 0 0.004 ENVOLVENTE 0 0.004 0
B112 N+9.76m V-20x12 6.0733 ENVOLVENTE 0 0.0325 ENVOLVENTE 0 0.0325 0
B112 N+9.76m V-20x12 2.214 ENVOLVENTE 0 0.0325 ENVOLVENTE 0 0.0325 0
B112 N+9.76m V-20x12 3.8856 ENVOLVENTE 0 0.0325 ENVOLVENTE 0 0.0325 0
B113 N+9.76m V-20x12 3.7445 ENVOLVENTE 0 0.009 ENVOLVENTE 0 0.009 0
B113 N+9.76m V-20x12 1.9087 ENVOLVENTE 0 0.009 ENVOLVENTE 0 0.009 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
91
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B113 N+9.76m V-20x12 6.2169 ENVOLVENTE 0 0.009 ENVOLVENTE 0 0.009 0
B114 N+9.76m V-20x12 9.1362 ENVOLVENTE 208.33 0.0055 ENVOLVENTE 0 0.0055 0
B114 N+9.76m V-20x12 11.6315 ENVOLVENTE 208.33 0.0087 ENVOLVENTE 0 0.0087 0
B114 N+9.76m V-20x12 8.2108 ENVOLVENTE 0 0.0087 ENVOLVENTE 0 0.0087 0
B115 N+9.76m V-20x12 1.5662 ENVOLVENTE 0 0.0469 ENVOLVENTE 0 0.0469 0
B115 N+9.76m V-20x12 0.6753 ENVOLVENTE 0 0.1206 ENVOLVENTE 0 0.1206 0
B115 N+9.76m V-20x12 0.433 ENVOLVENTE 0 0.1206 ENVOLVENTE 0 0.1206 0
B116 N+9.76m V-20x12 1.3197 ENVOLVENTE 0 0.0073 ENVOLVENTE 0 0.0073 0
B116 N+9.76m V-20x12 1.0692 ENVOLVENTE 0 0.0031 ENVOLVENTE 0 0.0031 0
B116 N+9.76m V-20x12 2.3706 ENVOLVENTE 0 0.0031 ENVOLVENTE 0 0.0031 0
B117 N+9.76m V-20x12 3.8846 ENVOLVENTE 0 0.0082 ENVOLVENTE 0 0.0082 0
B117 N+9.76m V-20x12 0.1148 ENVOLVENTE 0 0.0328 ENVOLVENTE 0 0.0328 0
B117 N+9.76m V-20x12 1.0811 ENVOLVENTE 0 0.0328 ENVOLVENTE 0 0.0328 0
B118 N+9.76m V-20x12 2.1687 ENVOLVENTE 0 0.0273 ENVOLVENTE 0 0.0273 0
B118 N+9.76m V-20x12 0.0761 ENVOLVENTE 0 0.0273 ENVOLVENTE 0 0.0273 0
B118 N+9.76m V-20x12 4.2172 ENVOLVENTE 0 0.0273 ENVOLVENTE 0 0.0273 0
B119 N+9.76m V-20x12 4.1308 ENVOLVENTE 0 0.0374 ENVOLVENTE 0 0.0374 0
B119 N+9.76m V-20x12 1.0553 ENVOLVENTE 0 0.0374 ENVOLVENTE 0 0.0374 0
B119 N+9.76m V-20x12 2.357 ENVOLVENTE 0 0.0374 ENVOLVENTE 0 0.0374 0
B120 N+9.76m V-20x12 1.0701 ENVOLVENTE 0 0.0346 ENVOLVENTE 0 0.0346 0
B120 N+9.76m V-20x12 0.0833 ENVOLVENTE 0 0.0014 ENVOLVENTE 0 0.0014 0
B120 N+9.76m V-20x12 3.8976 ENVOLVENTE 0 0.0014 ENVOLVENTE 0 0.0014 0
B121 N+9.76m V-20x12 2.4777 ENVOLVENTE 0 0.0155 ENVOLVENTE 0 0.0155 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
92
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B121 N+9.76m V-20x12 9.1278 ENVOLVENTE 208.33 0.0083 ENVOLVENTE 0 0.0083 0
B121 N+9.76m V-20x12 4.1966 ENVOLVENTE 0 0.0083 ENVOLVENTE 0 0.0083 0
B122 N+9.76m V-20x12 0.3279 ENVOLVENTE 0 0.0286 ENVOLVENTE 0 0.0286 0
B122 N+9.76m V-20x12 8.9705 ENVOLVENTE 208.33 0.0172 ENVOLVENTE 0 0.0172 0
B122 N+9.76m V-20x12 0.0634 ENVOLVENTE 0 0.0128 ENVOLVENTE 0 0.0128 0
B123 N+9.76m V-20x12 0.8776 ENVOLVENTE 0 0.0079 ENVOLVENTE 0 0.0079 0
B123 N+9.76m V-20x12 9.3256 ENVOLVENTE 208.33 0.0286 ENVOLVENTE 0 0.0286 0
B123 N+9.76m V-20x12 0.3281 ENVOLVENTE 0 0.0286 ENVOLVENTE 0 0.0286 0
B124 N+9.76m V-20x12 1.2288 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B124 N+9.76m V-20x12 4.7655 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B124 N+9.76m V-20x12 6.1716 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B125 N+9.76m V-20x12 2.9049 ENVOLVENTE 0 0.3143 ENVOLVENTE 0 0.3143 0
B125 N+9.76m V-20x12 3.639 ENVOLVENTE 0 0.3143 ENVOLVENTE 0 0.3143 0
B126 N+9.76m V-20x12 3.2693 ENVOLVENTE 0 0.0086 ENVOLVENTE 0 0.0086 0
B126 N+9.76m V-20x12 9.6412 ENVOLVENTE 208.33 0.0628 ENVOLVENTE 0 0.0628 0
B126 N+9.76m V-20x12 7.9267 ENVOLVENTE 0 0.0628 ENVOLVENTE 0 0.0628 0
B127 N+9.76m V-20x12 5.8597 ENVOLVENTE 0 0.0667 ENVOLVENTE 0 0.0667 0
B127 N+9.76m V-20x12 1.0843 ENVOLVENTE 0 0.0667 ENVOLVENTE 0 0.0667 0
B127 N+9.76m V-20x12 2.5031 ENVOLVENTE 0 0.0667 ENVOLVENTE 0 0.0667 0
B128 N+9.76m V-20x12 4.1894 ENVOLVENTE 0 0.028 ENVOLVENTE 0 0.028 0
B128 N+9.76m V-20x12 0.8007 ENVOLVENTE 0 0.0271 ENVOLVENTE 0 0.0271 0
B128 N+9.76m V-20x12 0.2996 ENVOLVENTE 0 0.0588 ENVOLVENTE 0 0.0588 0
B129 N+9.76m V-20x12 2.3637 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
93
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B129 N+9.76m V-20x12 2.0732 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B129 N+9.76m V-20x12 4.1516 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B130 N+9.76m V-20x12 0.457 ENVOLVENTE 0 0.0157 ENVOLVENTE 0 0.0157 0
B130 N+9.76m V-20x12 1.196 ENVOLVENTE 0 0.0001 ENVOLVENTE 0 0.0001 0
B130 N+9.76m V-20x12 2.5361 ENVOLVENTE 0 0.0001 ENVOLVENTE 0 0.0001 0
B131 N+9.76m V-20x12 3.3087 ENVOLVENTE 0 0.0117 ENVOLVENTE 0 0.0117 0
B131 N+9.76m V-20x12 1.8579 ENVOLVENTE 0 0.0117 ENVOLVENTE 0 0.0117 0
B131 N+9.76m V-20x12 3.4833 ENVOLVENTE 0 0.0117 ENVOLVENTE 0 0.0117 0
B133 N+9.76m V-20x12 0.4564 ENVOLVENTE 0 0.0073 ENVOLVENTE 0 0.0073 0
B133 N+9.76m V-20x12 1.3482 ENVOLVENTE 0 0.0025 ENVOLVENTE 0 0.0025 0
B133 N+9.76m V-20x12 2.3782 ENVOLVENTE 0 0.0025 ENVOLVENTE 0 0.0025 0
B134 N+9.76m V-20x12 1.3089 ENVOLVENTE 0 0.0014 ENVOLVENTE 0 0.0014 0
B134 N+9.76m V-20x12 0.1208 ENVOLVENTE 0 0.0081 ENVOLVENTE 0 0.0081 0
B134 N+9.76m V-20x12 1.3091 ENVOLVENTE 0 0.0081 ENVOLVENTE 0 0.0081 0
B135 N+9.76m V-20x12 1.0285 ENVOLVENTE 0 0.1184 ENVOLVENTE 0 0.1184 0
B136 N+9.76m V-20x12 5.2419 ENVOLVENTE 0 0.0261 ENVOLVENTE 0 0.0261 0
B136 N+9.76m V-20x12 2.0518 ENVOLVENTE 0 0.0261 ENVOLVENTE 0 0.0261 0
B136 N+9.76m V-20x12 4.5023 ENVOLVENTE 0 0.0261 ENVOLVENTE 0 0.0261 0
B137 N+9.76m V-20x12 1.3523 ENVOLVENTE 0 0.0688 ENVOLVENTE 0 0.0688 0
B137 N+9.76m V-20x12 2.0829 ENVOLVENTE 0 0.0193 ENVOLVENTE 0 0.0193 0
B137 N+9.76m V-20x12 2.2826 ENVOLVENTE 0 0.0193 ENVOLVENTE 0 0.0193 0
B138 N+9.76m V-20x12 0.4613 ENVOLVENTE 0 0.108 ENVOLVENTE 0 0.108 0
B138 N+9.76m V-20x12 1.3215 ENVOLVENTE 0 0.0639 ENVOLVENTE 0 0.0639 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
94
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B138 N+9.76m V-20x12 1.3504 ENVOLVENTE 0 0.0639 ENVOLVENTE 0 0.0639 0
B139 N+9.76m V-20x12 3.1643 ENVOLVENTE 0 0.0742 ENVOLVENTE 0 0.0742 0
B139 N+9.76m V-20x12 0.0859 ENVOLVENTE 0 0.1325 ENVOLVENTE 0 0.1325 0
B139 N+9.76m V-20x12 0.7961 ENVOLVENTE 0 0.1325 ENVOLVENTE 0 0.1325 0
B140 N+9.76m V-20x12 2.2286 ENVOLVENTE 0 0.0535 ENVOLVENTE 0 0.0535 0
B140 N+9.76m V-20x12 2.2754 ENVOLVENTE 0 0.0745 ENVOLVENTE 0 0.0745 0
B140 N+9.76m V-20x12 1.876 ENVOLVENTE 0 0.0745 ENVOLVENTE 0 0.0745 0
B141 N+9.76m V-20x12 2.7651 ENVOLVENTE 0 0.1077 ENVOLVENTE 0 0.1077 0
B141 N+9.76m V-20x12 6.0713 ENVOLVENTE 0 0.1077 ENVOLVENTE 0 0.1077 0
B141 N+9.76m V-20x12 10.7123 ENVOLVENTE 208.33 0.1077 ENVOLVENTE 0 0.1077 0
B142 N+9.76m V-20x12 7.0887 ENVOLVENTE 0 0.0749 ENVOLVENTE 0 0.0749 0
B142 N+9.76m V-20x12 2.8614 ENVOLVENTE 0 0.0749 ENVOLVENTE 0 0.0749 0
B142 N+9.76m V-20x12 0.1395 ENVOLVENTE 0 0.0749 ENVOLVENTE 0 0.0749 0
B143 N+9.76m V-20x12 0.8778 ENVOLVENTE 0 0.0127 ENVOLVENTE 0 0.0127 0
B143 N+9.76m V-20x12 0.101 ENVOLVENTE 0 0.0018 ENVOLVENTE 0 0.0018 0
B143 N+9.76m V-20x12 3.5374 ENVOLVENTE 0 0.0018 ENVOLVENTE 0 0.0018 0
B144 N+9.76m V-20x12 2.7796 ENVOLVENTE 0 0.0089 ENVOLVENTE 0 0.0089 0
B144 N+9.76m V-20x12 0.0581 ENVOLVENTE 0 0.15 ENVOLVENTE 0 0.15 0
B144 N+9.76m V-20x12 0.6939 ENVOLVENTE 0 0.15 ENVOLVENTE 0 0.15 0
B145 N+9.76m V-20x12 4.4269 ENVOLVENTE 0 0.0009 ENVOLVENTE 0 0.0009 0
B145 N+9.76m V-20x12 1.2859 ENVOLVENTE 0 0.0009 ENVOLVENTE 0 0.0009 0
B145 N+9.76m V-20x12 2.692 ENVOLVENTE 0 0.0009 ENVOLVENTE 0 0.0009 0
B146 N+9.76m V-20x12 4.4263 ENVOLVENTE 0 0.1323 ENVOLVENTE 0 0.1323 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
95
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B146 N+9.76m V-20x12 0.0443 ENVOLVENTE 0 0.0238 ENVOLVENTE 0 0.0238 0
B146 N+9.76m V-20x12 5.3487 ENVOLVENTE 0 0.0238 ENVOLVENTE 0 0.0238 0
B147 N+9.76m V-20x12 2.8101 ENVOLVENTE 0 0.1415 ENVOLVENTE 0 0.1415 0
B147 N+9.76m V-20x12 0.2074 ENVOLVENTE 0 0.1415 ENVOLVENTE 0 0.1415 0
B147 N+9.76m V-20x12 3.6014 ENVOLVENTE 0 0.1415 ENVOLVENTE 0 0.1415 0
B148 N+9.76m V-20x12 4.4342 ENVOLVENTE 0 0.0434 ENVOLVENTE 0 0.0434 0
B148 N+9.76m V-20x12 0.0773 ENVOLVENTE 0 0.0434 ENVOLVENTE 0 0.0434 0
B148 N+9.76m V-20x12 3.1847 ENVOLVENTE 0 0.0434 ENVOLVENTE 0 0.0434 0
B149 N+9.76m V-20x12 2.1313 ENVOLVENTE 0 0.0238 ENVOLVENTE 0 0.0238 0
B149 N+9.76m V-20x12 0.005 ENVOLVENTE 0 0.0003 ENVOLVENTE 0 0.0003 0
B149 N+9.76m V-20x12 6.0993 ENVOLVENTE 0 0.0003 ENVOLVENTE 0 0.0003 0
B150 N+9.76m V-20x12 6.0733 ENVOLVENTE 0 0.0404 ENVOLVENTE 0 0.0404 0
B150 N+9.76m V-20x12 2.2139 ENVOLVENTE 0 0.0404 ENVOLVENTE 0 0.0404 0
B150 N+9.76m V-20x12 3.8856 ENVOLVENTE 0 0.0404 ENVOLVENTE 0 0.0404 0
B151 N+9.76m V-20x12 3.7445 ENVOLVENTE 0 0.0073 ENVOLVENTE 0 0.0073 0
B151 N+9.76m V-20x12 1.9087 ENVOLVENTE 0 0.0073 ENVOLVENTE 0 0.0073 0
B151 N+9.76m V-20x12 6.2169 ENVOLVENTE 0 0.0073 ENVOLVENTE 0 0.0073 0
B152 N+9.76m V-20x12 9.1362 ENVOLVENTE 208.33 0.0023 ENVOLVENTE 0 0.0023 0
B152 N+9.76m V-20x12 11.6315 ENVOLVENTE 208.33 0.0111 ENVOLVENTE 0 0.0111 0
B152 N+9.76m V-20x12 8.2108 ENVOLVENTE 0 0.0111 ENVOLVENTE 0 0.0111 0
B153 N+9.76m V-20x12 1.5662 ENVOLVENTE 0 0.0574 ENVOLVENTE 0 0.0574 0
B153 N+9.76m V-20x12 0.6753 ENVOLVENTE 0 0.1455 ENVOLVENTE 0 0.1455 0
B153 N+9.76m V-20x12 0.433 ENVOLVENTE 0 0.1455 ENVOLVENTE 0 0.1455 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
96
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B154 N+9.76m V-20x12 1.3197 ENVOLVENTE 0 0.0041 ENVOLVENTE 0 0.0041 0
B154 N+9.76m V-20x12 1.0692 ENVOLVENTE 0 0.0039 ENVOLVENTE 0 0.0039 0
B154 N+9.76m V-20x12 2.3706 ENVOLVENTE 0 0.0039 ENVOLVENTE 0 0.0039 0
B155 N+9.76m V-20x12 3.8846 ENVOLVENTE 0 0.0041 ENVOLVENTE 0 0.0041 0
B155 N+9.76m V-20x12 0.1148 ENVOLVENTE 0 0.0269 ENVOLVENTE 0 0.0269 0
B155 N+9.76m V-20x12 1.0811 ENVOLVENTE 0 0.0269 ENVOLVENTE 0 0.0269 0
B156 N+9.76m V-20x12 2.1687 ENVOLVENTE 0 0.0351 ENVOLVENTE 0 0.0351 0
B156 N+9.76m V-20x12 0.0761 ENVOLVENTE 0 0.0351 ENVOLVENTE 0 0.0351 0
B156 N+9.76m V-20x12 4.2172 ENVOLVENTE 0 0.0351 ENVOLVENTE 0 0.0351 0
B157 N+9.76m V-20x12 4.1308 ENVOLVENTE 0 0.0298 ENVOLVENTE 0 0.0298 0
B157 N+9.76m V-20x12 1.0553 ENVOLVENTE 0 0.0298 ENVOLVENTE 0 0.0298 0
B157 N+9.76m V-20x12 2.357 ENVOLVENTE 0 0.0298 ENVOLVENTE 0 0.0298 0
B158 N+9.76m V-20x12 1.0701 ENVOLVENTE 0 0.0435 ENVOLVENTE 0 0.0435 0
B158 N+9.76m V-20x12 0.0833 ENVOLVENTE 0 0.0057 ENVOLVENTE 0 0.0057 0
B158 N+9.76m V-20x12 3.8976 ENVOLVENTE 0 0.0057 ENVOLVENTE 0 0.0057 0
B159 N+9.76m V-20x12 2.4777 ENVOLVENTE 0 0.0111 ENVOLVENTE 0 0.0111 0
B159 N+9.76m V-20x12 9.1278 ENVOLVENTE 208.33 0.011 ENVOLVENTE 0 0.011 0
B159 N+9.76m V-20x12 4.1966 ENVOLVENTE 0 0.011 ENVOLVENTE 0 0.011 0
B160 N+9.76m V-20x12 0.3279 ENVOLVENTE 0 0.0168 ENVOLVENTE 0 0.0168 0
B160 N+9.76m V-20x12 8.9705 ENVOLVENTE 208.33 0.0072 ENVOLVENTE 0 0.0072 0
B160 N+9.76m V-20x12 0.0634 ENVOLVENTE 0 0.0052 ENVOLVENTE 0 0.0052 0
B161 N+9.76m V-20x12 0.8776 ENVOLVENTE 0 0.0237 ENVOLVENTE 0 0.0237 0
B161 N+9.76m V-20x12 9.3256 ENVOLVENTE 208.33 0.0168 ENVOLVENTE 0 0.0168 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
97
TABLE: Concrete Beam Shear Envelope
Label Story Section V V Combo At T for At T Combo At At
Torsion T for As As Torsion
kN mm²/m kN-m mm²/m kN-m mm²
B161 N+9.76m V-20x12 0.3281 ENVOLVENTE 0 0.0168 ENVOLVENTE 0 0.0168 0
B162 N+9.76m V-20x12 1.2288 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B162 N+9.76m V-20x12 4.7655 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B162 N+9.76m V-20x12 6.1716 ENVOLVENTE 0 0 ENVOLVENTE 0 0 0
B163 N+9.76m V-20x12 2.9049 ENVOLVENTE 0 0.2536 ENVOLVENTE 0 0.2536 0
B163 N+9.76m V-20x12 3.639 ENVOLVENTE 0 0.2536 ENVOLVENTE 0 0.2536 0
B164 N+9.76m V-20x12 3.2693 ENVOLVENTE 0 0.018 ENVOLVENTE 0 0.018 0
B164 N+9.76m V-20x12 9.6412 ENVOLVENTE 208.33 0.078 ENVOLVENTE 0 0.078 0
B164 N+9.76m V-20x12 7.9267 ENVOLVENTE 0 0.078 ENVOLVENTE 0 0.078 0
B165 N+9.76m V-20x12 5.8597 ENVOLVENTE 0 0.062 ENVOLVENTE 0 0.062 0
B165 N+9.76m V-20x12 1.0843 ENVOLVENTE 0 0.062 ENVOLVENTE 0 0.062 0
B165 N+9.76m V-20x12 2.5031 ENVOLVENTE 0 0.062 ENVOLVENTE 0 0.062 0
B166 N+9.76m V-20x12 4.1894 ENVOLVENTE 0 0.0223 ENVOLVENTE 0 0.0223 0
B166 N+9.76m V-20x12 0.8007 ENVOLVENTE 0 0.0203 ENVOLVENTE 0 0.0203 0
B166 N+9.76m V-20x12 0.2996 ENVOLVENTE 0 0.0449 ENVOLVENTE 0 0.0449 0
B167 N+9.76m V-20x12 0.457 ENVOLVENTE 0 0.0127 ENVOLVENTE 0 0.0127 0
B167 N+9.76m V-20x12 1.196 ENVOLVENTE 0 0.0002 ENVOLVENTE 0 0.0002 0
B167 N+9.76m V-20x12 2.5361 ENVOLVENTE 0 0.0002 ENVOLVENTE 0 0.0002 0
B168 N+9.76m V-12x31 3.3087 ENVOLVENTE 0 0.0041 ENVOLVENTE 0 0.0041 0
B168 N+9.76m V-12x31 1.8578 ENVOLVENTE 0 0.0041 ENVOLVENTE 0 0.0041 0
B168 N+9.76m V-12x31 3.4833 ENVOLVENTE 0 0.0041 ENVOLVENTE 0 0.0041 0
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
98
11.2 DISEÑO DE MUROS ESTRUCTURALES
La geometría usada para representar los muros es la siguiente
11.2.1 Diseño de Mampostería estructural
TABLE: Shear Wall Pier Summary - NSR 10
Story Pier
Label Edge Rebar
End Rebar
Rebar Spacing
Required Reinf
Current Reinf
Shear Rebar
Boundary Zone
mm % % mm²/m
N+12.2m P01 #4a #4a 600 0.25 0.22 250 No requiere
N+12.2m P01 #4a #4a 600 0.25 0.22 250 No requiere
N+9.76m P01 #4a #4a 600 0.25 0.27 250 No requiere
N+9.76m P01 #4a #4a 600 0.25 0.27 250 No requiere
N+7.32m P01 #4a #4a 600 0.25 0.27 250 No requiere
N+7.32m P01 #4a #4a 600 0.25 0.27 250 No requiere
N+4.88m P01 #4a #4a 600 0.25 0.27 250 No requiere
N+4.88m P01 #4a #4a 600 0.27 0.27 250 No requiere
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
99
TABLE: Shear Wall Pier Summary - NSR 10
Story Pier
Label Edge Rebar
End Rebar
Rebar Spacing
Required Reinf
Current Reinf
Shear Rebar
Boundary Zone
mm % % mm²/m
N+2.44m P01 #4a #4a 600 0.25 0.27 250 No requiere
N+2.44m P01 #4a #4a 600 0.44 0.27 250 No requiere
N+12.2m P02 #4a #4a 600 0.25 0.26 250 No requiere
N+12.2m P02 #4a #4a 600 0.25 0.26 250 No requiere
N+9.76m P02 #4a #4a 600 0.25 0.26 250 No requiere
N+9.76m P02 #4a #4a 600 0.25 0.26 250 No requiere
N+7.32m P02 #4a #4a 600 0.25 0.26 250 No requiere
N+7.32m P02 #4a #4a 600 0.25 0.26 250 No requiere
N+4.88m P02 #4a #4a 600 0.25 0.26 250 No requiere
N+4.88m P02 #4a #4a 600 0.25 0.26 250 No requiere
N+2.44m P02 #4a #4a 600 0.25 0.26 250 No requiere
N+2.44m P02 #4a #4a 600 0.34 0.26 250 No requiere
N+12.2m P03 #4a #4a 600 0.25 0.26 250 No requiere
N+12.2m P03 #4a #4a 600 0.25 0.26 250 No requiere
N+9.76m P03 #4a #4a 600 0.25 0.26 250 No requiere
N+9.76m P03 #4a #4a 600 0.25 0.26 250 No requiere
N+7.32m P03 #4a #4a 600 0.25 0.26 250 No requiere
N+7.32m P03 #4a #4a 600 0.25 0.26 250 No requiere
N+4.88m P03 #4a #4a 600 0.25 0.26 250 No requiere
N+4.88m P03 #4a #4a 600 0.25 0.26 250 No requiere
N+2.44m P03 #4a #4a 600 0.25 0.26 250 No requiere
N+2.44m P03 #4a #4a 600 0.34 0.26 250 No requiere
N+12.2m P04 #3a #3a 600 0.25 0.17 250 No requiere
N+12.2m P04 #3a #3a 600 0.25 0.17 250 No requiere
N+9.76m P04 #3a #3a 600 0.25 0.17 250 No requiere
N+9.76m P04 #3a #3a 600 0.25 0.17 250 No requiere
N+7.32m P04 #3a #3a 600 0.25 0.17 250 No requiere
N+7.32m P04 #3a #3a 600 0.25 0.17 250 No requiere
N+4.88m P04 #3a #3a 600 0.25 0.17 250 No requiere
N+4.88m P04 #3a #3a 600 0.25 0.17 250 No requiere
N+2.44m P04 #3a #3a 600 0.25 0.17 250 No requiere
N+2.44m P04 #3a #3a 600 0.25 0.17 250 No requiere
N+12.2m P05 #3a #3a 600 0.25 0.17 250 No requiere
N+12.2m P05 #3a #3a 600 0.25 0.17 250 No requiere
N+9.76m P05 #3a #3a 600 0.25 0.17 250 No requiere
N+9.76m P05 #3a #3a 600 0.25 0.17 250 No requiere
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
100
TABLE: Shear Wall Pier Summary - NSR 10
Story Pier
Label Edge Rebar
End Rebar
Rebar Spacing
Required Reinf
Current Reinf
Shear Rebar
Boundary Zone
mm % % mm²/m
N+7.32m P05 #3a #3a 600 0.25 0.17 250 No requiere
N+7.32m P05 #3a #3a 600 0.25 0.17 250 No requiere
N+4.88m P05 #3a #3a 600 0.25 0.17 250 No requiere
N+4.88m P05 #3a #3a 600 0.25 0.17 250 No requiere
N+2.44m P05 #3a #3a 600 0.25 0.17 250 No requiere
N+2.44m P05 #3a #3a 600 0.25 0.17 250 No requiere
N+12.2m P06 #4a #4a 600 0.25 0.27 250 No requiere
N+12.2m P06 #4a #4a 600 0.25 0.27 250 No requiere
N+9.76m P06 #4a #4a 600 0.25 0.27 250 No requiere
N+9.76m P06 #4a #4a 600 0.25 0.27 250 No requiere
N+7.32m P06 #4a #4a 600 0.25 0.27 250 No requiere
N+7.32m P06 #4a #4a 600 0.25 0.27 250 No requiere
N+4.88m P06 #4a #4a 600 0.25 0.27 250 No requiere
N+4.88m P06 #4a #4a 600 0.25 0.27 250 No requiere
N+2.44m P06 #4a #4a 600 0.25 0.27 250 No requiere
N+2.44m P06 #4a #4a 600 0.41 0.27 250 No requiere
N+12.2m P07 #3a #3a 600 0.25 0.15 250 No requiere
N+12.2m P07 #3a #3a 600 0.25 0.15 250 No requiere
N+9.76m P07 #3a #3a 600 0.25 0.15 250 No requiere
N+9.76m P07 #3a #3a 600 0.25 0.15 250 No requiere
N+7.32m P07 #3a #3a 600 0.25 0.15 250 No requiere
N+7.32m P07 #3a #3a 600 0.25 0.15 250 No requiere
N+4.88m P07 #3a #3a 600 0.25 0.15 250 No requiere
N+4.88m P07 #3a #3a 600 0.25 0.15 250 No requiere
N+2.44m P07 #3a #3a 600 0.25 0.15 250 No requiere
N+2.44m P07 #3a #3a 600 0.25 0.15 250 No requiere
N+12.2m P08 #3a #3a 600 0.25 0.15 250 No requiere
N+12.2m P08 #3a #3a 600 0.25 0.15 250 No requiere
N+9.76m P08 #3a #3a 600 0.25 0.15 250 No requiere
N+9.76m P08 #3a #3a 600 0.25 0.15 250 No requiere
N+7.32m P08 #3a #3a 600 0.25 0.15 250 No requiere
N+7.32m P08 #3a #3a 600 0.25 0.15 250 No requiere
N+4.88m P08 #3a #3a 600 0.25 0.15 250 No requiere
N+4.88m P08 #3a #3a 600 0.25 0.15 250 No requiere
N+2.44m P08 #3a #3a 600 0.25 0.15 250 No requiere
N+2.44m P08 #3a #3a 600 0.25 0.15 250 No requiere
MEMORIA DE CÁLCULO ESTRUCTURAL AGRUPACION F BOSQUES DE SAN LUIS
Ing. Olga Patricia González [email protected] Tel: 315 8759904
101
TABLE: Shear Wall Pier Summary - NSR 10
Story Pier
Label Edge Rebar
End Rebar
Rebar Spacing
Required Reinf
Current Reinf
Shear Rebar
Boundary Zone
mm % % mm²/m
N+12.2m P09 #4a #4a 600 0.25 0.27 250 No requiere
N+12.2m P09 #4a #4a 600 0.25 0.27 250 No requiere
N+9.76m P09 #4a #4a 600 0.25 0.27 250 No requiere
N+9.76m P09 #4a #4a 600 0.25 0.27 250 No requiere
N+7.32m P09 #4a #4a 600 0.25 0.27 250 No requiere
N+7.32m P09 #4a #4a 600 0.25 0.27 250 No requiere
N+4.88m P09 #4a #4a 600 0.25 0.27 250 No requiere
N+4.88m P09 #4a #4a 600 0.25 0.27 250 No requiere
N+2.44m P09 #4a #4a 600 0.25 0.27 250 No requiere
N+2.44m P09 #4a #4a 600 0.42 0.27 250 No requiere
N+12.2m P10 #3a #3a 600 0.25 0.23 250 No requiere
N+12.2m P10 #3a #3a 600 0.25 0.23 250 No requiere
N+9.76m P10 #3a #3a 600 0.25 0.23 250 No requiere
N+9.76m P10 #3a #3a 600 0.25 0.23 250 No requiere
N+7.32m P10 #3a #3a 600 0.25 0.23 250 No requiere
N+7.32m P10 #3a #3a 600 0.25 0.23 250 No requiere
N+4.88m P10 #3a #3a 600 0.25 0.23 250 No requiere
N+4.88m P10 #3a #3a 600 0.25 0.23 250 No requiere
N+2.44m P10 #3a #3a 600 0.25 0.23 250 No requiere
N+2.44m P10 #3a #3a 600 0.25 0.23 250 No requiere
N+12.2m P11 #3a #3a 600 0.25 0.17 250 No requiere
N+12.2m P11 #3a #3a 600 0.25 0.17 250 No requiere
N+9.76m P11 #3a #3a 600 0.25 0.17 250 No requiere
N+9.76m P11 #3a #3a 600 0.25 0.17 250 No requiere
N+7.32m P11 #3a #3a 600 0.25 0.17 250 No requiere
N+7.32m P11 #3a #3a 600 0.25 0.17 250 No requiere
N+4.88m P11 #3a #3a 600 0.25 0.17 250 No requiere
N+4.88m P11 #3a #3a 600 0.25 0.17 250 No requiere
N+2.44m P11 #3a #3a 600 0.25 0.17 250 No requiere
N+2.44m P11 #3a #3a 600 0.25 0.17 250 No requiere
N+12.2m P12 #3a #3a 600 0.25 0.18 250 No requiere
N+12.2m P12 #3a #3a 600 0.25 0.18 250 No requiere
N+9.76m P12 #3a #3a 600 0.25 0.18 250 No requiere
N+9.76m P12 #3a #3a 600 0.25 0.18 250 No requiere
N+7.32m P12 #3a #3a 600 0.25 0.18 250 No requiere
N+7.32m P12 #3a #3a 600 0.25 0.18 250 No requiere
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TABLE: Shear Wall Pier Summary - NSR 10
Story Pier
Label Edge Rebar
End Rebar
Rebar Spacing
Required Reinf
Current Reinf
Shear Rebar
Boundary Zone
mm % % mm²/m
N+4.88m P12 #3a #3a 600 0.25 0.18 250 No requiere
N+4.88m P12 #3a #3a 600 0.25 0.18 250 No requiere
N+2.44m P12 #3a #3a 600 0.25 0.18 250 No requiere
N+2.44m P12 #3a #3a 600 0.25 0.18 250 No requiere
N+12.2m P13 #4a #4a 600 0.25 0.28 250 No requiere
N+12.2m P13 #4a #4a 600 0.25 0.28 250 No requiere
N+9.76m P13 #4a #4a 600 0.25 0.28 250 No requiere
N+9.76m P13 #4a #4a 600 0.25 0.28 250 No requiere
N+7.32m P13 #4a #4a 600 0.25 0.28 250 No requiere
N+7.32m P13 #4a #4a 600 0.25 0.28 250 No requiere
N+4.88m P13 #4a #4a 600 0.25 0.28 250 No requiere
N+4.88m P13 #4a #4a 600 0.25 0.28 250 No requiere
N+2.44m P13 #4a #4a 600 0.25 0.28 250 No requiere
N+2.44m P13 #4a #4a 600 0.25 0.28 250 No requiere
N+12.2m P14 #3a #3a 600 0.25 0.17 250 No requiere
N+12.2m P14 #3a #3a 600 0.25 0.17 250 No requiere
N+9.76m P14 #3a #3a 600 0.25 0.17 250 No requiere
N+9.76m P14 #3a #3a 600 0.25 0.17 250 No requiere
N+7.32m P14 #3a #3a 600 0.25 0.17 250 No requiere
N+7.32m P14 #3a #3a 600 0.25 0.17 250 No requiere
N+4.88m P14 #3a #3a 600 0.25 0.17 250 No requiere
N+4.88m P14 #3a #3a 600 0.25 0.17 250 No requiere
N+2.44m P14 #3a #3a 600 0.25 0.17 250 No requiere
N+2.44m P14 #3a #3a 600 0.25 0.17 250 No requiere
N+12.2m P15 #3a #3a 600 0.25 0.18 250 No requiere
N+12.2m P15 #3a #3a 600 0.25 0.18 250 No requiere
N+9.76m P15 #3a #3a 600 0.25 0.18 250 No requiere
N+9.76m P15 #3a #3a 600 0.25 0.18 250 No requiere
N+7.32m P15 #3a #3a 600 0.25 0.18 250 No requiere
N+7.32m P15 #3a #3a 600 0.25 0.18 250 No requiere
N+4.88m P15 #3a #3a 600 0.25 0.18 250 No requiere
N+4.88m P15 #3a #3a 600 0.25 0.18 250 No requiere
N+2.44m P15 #3a #3a 600 0.25 0.18 250 No requiere
N+2.44m P15 #3a #3a 600 0.25 0.18 250 No requiere
N+12.2m P16 #3a #3a 600 0.25 0.23 250 No requiere
N+12.2m P16 #3a #3a 600 0.25 0.23 250 No requiere
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TABLE: Shear Wall Pier Summary - NSR 10
Story Pier
Label Edge Rebar
End Rebar
Rebar Spacing
Required Reinf
Current Reinf
Shear Rebar
Boundary Zone
mm % % mm²/m
N+9.76m P16 #3a #3a 600 0.25 0.23 250 No requiere
N+9.76m P16 #3a #3a 600 0.25 0.23 250 No requiere
N+7.32m P16 #3a #3a 600 0.25 0.23 250 No requiere
N+7.32m P16 #3a #3a 600 0.25 0.23 250 No requiere
N+4.88m P16 #3a #3a 600 0.25 0.23 250 No requiere
N+4.88m P16 #3a #3a 600 0.25 0.23 250 No requiere
N+2.44m P16 #3a #3a 600 0.25 0.23 250 No requiere
N+2.44m P16 #3a #3a 600 0.25 0.23 250 No requiere
12 DISEÑO DE CIMENTACIÓN Resistencia del Concreto F´c=21 MPa Capacidad admisible del suelo=18.6 kN/m2 Losa de cimentación (En general) Recubrimiento de losa= 7.5 cm Altura Efectiva=12.5 cm Espesor Losa=20 cm Profundidad de Cimentación: SUPERFICIAL- SIN MATERIA ORGANICA COMPACTADA AL 100% DEL PROCTOR MODIFICADO
12.1 DATOS DE DISEÑO Se verifico las reacciones del suelo que no sobrepasen 18.6KN/m2 con FS de 3.
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Diseño de las Zapatas del Edificio Muro P / L (t/m) M / L2 (t/m) Axial (t) Ancho B
Mínimo (m) Espesor
Mínimo (m) Acero Paralelo a
B (cm2/m)
1 8.82 2.90 11.71 1.17 0.17 4.51
2 7.34 1.76 9.09 0.91 0.15 2.96
3 7.34 1.76 9.09 0.91 0.15 2.96
4 11.56 1.07 12.63 1.26 0.18 4.95
5 11.56 1.07 12.63 1.26 0.18 4.95
6 11.38 1.75 13.13 1.31 0.19 5.00
7 11.38 1.69 13.06 1.31 0.19 4.94
8 6.26 0.47 6.72 0.67 0.15 1.37
9 6.26 0.47 6.72 0.67 0.15 1.37
10 11.78 2.18 13.96 1.40 0.20 5.36
11 11.78 2.18 13.96 1.40 0.20 5.36
12 7.27 0.46 7.74 0.77 0.15 1.98
13 7.27 0.46 7.74 0.77 0.15 1.98
14 9.37 1.59 10.96 1.10 0.16 4.23
15 9.37 1.52 10.90 1.09 0.16 4.17
16 11.25 1.81 13.06 1.31 0.19 4.94
17 11.25 1.87 13.13 1.31 0.19 5.00
18 9.37 1.59 10.96 1.1 0.16 4.23
19 9.37 1.52 10.89 1.09 0.16 4.16
20 7.27 0.46 7.74 0.77 0.15 1.98
21 7.27 0.46 7.74 0.77 0.15 1.98
22 11.78 2.17 13.95 1.39 0.20 5.35
23 11.78 2.17 13.95 1.39 0.20 5.35
24 6.26 0.46 6.72 0.67 0.15 1.37
25 6.26 0.46 6.72 0.67 0.15 1.37
26 11.38 1.74 13.11 1.31 0.19 4.99
27 11.38 1.74 13.11 1.31 0.18 4.99
28 11.56 1.06 12.62 1.26 0.18 4.94
29 11.56 1.06 12.62 1.26 0.18 4.94
30 7.34 1.74 9.07 0.91 0.15 2.95
31 7.34 1.74 9.07 0.91 0.15 2.95
32 8.82 2.85 11.67 1.17 0.17 4.47
33 6.38 0.46 6.84 0.68 0.15 1.44
34 6.38 0.46 6.84 0.68 0.15 1.44
35 6.38 0.46 6.84 0.68 0.15 1.44
36 6.38 0.46 6.84 0.68 0.15 1.44
37 7.21 1.14 8.35 0.83 0.15 2.39
38 7.21 1.14 8.35 0.83 0.15 2.39
39 7.21 1.14 8.35 0.83 0.15 2.39
40 7.21 1.14 8.35 0.83 0.15 2.39
41 11.47 1.23 12.70 1.27 0.18 5.02
42 9.16 1.23 10.39 1.04 0.16 3.71
43 9.16 1.13 10.29 1.03 0.16 3.63
44 11.47 1.23 12.70 1.27 0.18 5.02
45 7.61 0.46 8.08 0.81 0.15 2.20
46 7.61 0.60 8.21 0.82 0.15 2.30
47 9.00 1.44 10.44 1.04 0.16 3.75
48 9.00 1.44 10.44 1.04 0.16 3.75
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DISEÑO DE LAS ZAPATAS DEL EDIFICIO
Muro P / L (t/m) M / L2 (t/m) Axial (t) Ancho B Mínimo (m)
Espesor Mínimo (m)
Acero Paralelo a B (cm2/m)
49 7.61 0.60 8.21 0.82 0.15 2.30
50 7.61 0.46 8.08 0.81 0.15 2.20
51 11.56 2.92 14.48 1.45 0.20 5.84
52 7.61 0.46 8.08 0.81 0.15 2.20
53 7.61 0.60 8.21 0.82 0.15 2.30
54 9.00 1.44 10.44 1.04 0.16 3.75
55 9.00 1.44 10.44 1.04 0.16 3.75
56 7.61 0.60 8.21 0.82 0.15 2.30
57 7.61 0.46 8.08 0.81 0.15 2.20
58 11.47 1.23 12.70 1.27 0.18 5.01
59 9.16 1.23 10.39 1.04 0.16 3.71
60 9.16 1.13 10.29 1.03 0.16 3.62
61 11.47 1.23 12.70 1.27 0.18 5.01
62 7.21 1.13 8.35 0.83 0.15 2.39
63 7.21 1.13 8.35 0.83 0.15 2.39
64 7.21 1.26 8.48 0.85 0.15 2.49
65 7.21 1.17 8.38 0.84 0.15 2.42
66 6.38 0.46 6.84 0.68 0.15 1.44
67 6.38 0.46 6.84 0.68 0.15 1.44
68 6.38 0.46 6.84 0.68 0.15 1.44
69 6.38 0.46 6.84 0.68 0.15 1.44
13 DISEÑO DE ELEMENTOS NO ESTRUCTURALES
El Reglamento Colombiano de Construcción Sismo Resistente (NSR-10) tiene como objeto
“establecer criterios y requisitos mínimos para el diseño, construcción y supervisión técnica
de edificaciones, con el fin de reducir a un mínimo el riesgo de la pérdida de vidas humanas
y defender en lo posible el patrimonio del Estado y de los ciudadanos”.
En principio, se han utilizado dos tipos de estrategias: a) Separarlos de la estructura ó b)
Disponer elementos que admitan las deformaciones de la estructura.
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13.1 DETERMINACION DE FUERZAS
ELEMENTOS NO ESTRUCTURALES
PISO hx M ax Fp
1 2.56 m 15.00KN 0.8046875 20.12KN
2 5.12 m 15.00KN 0.8046875 20.12KN
3 7.68 m 15.00KN 0.8046875 20.12KN
4 10.24 m 15.00KN 0.900546448 22.51KN
5 12.80 m 16.00KN 1.12568306 30.02KN
ELEMENTOS BIAPOYADOS
PISO hm Fp Mf Raf Rbf
1 2.56 20.12KN 13.07 kN*m 10.15KN 10.15KN
2 2.56 20.12KN 13.07 kN*m 10.15KN 10.15KN
3 2.56 20.12KN 13.07 kN*m 10.15KN 10.15KN
4 2.56 22.51KN 14.60 kN*m 11.35KN 11.35KN
ELEMENTOS EN VOLADIZO
PISO hm Fp Mf Raf
5 2.56 30.02KN 38.42 kN*m 30.02KN
13.2 DISEÑO DE ELEMENTOS NO ESTRUCTURALES
Compresión Axial
h' = 256 h' = 256
t = 12 t = 12
Re = 0.742000504 Re = 0.7420005
04
Fa = 13.35600907 Fa = 13.356009
07
Compresión por Flexión Tracción Perpendicular a la junta
Fb = 29.7 Fb = 2.4
Cortante Acero
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Fv = 2.466576575 Fs = 1700
CASO CONDICION M P e ek ESTADO
1 BIAPOYADO 0.13 kN*m 15.00KN 0.009 0.025 Ref. mínimo
2 VOLADIZO 0.38 kN*m 16.00KN 0.024 0.025 Ref. mínimo
CASO fa fb Fb Fa fa/Fa Fb fb.req
1 3.947368421 8.711 2.4 13.356 0.296 29.7 41.844
2 4.210526316 25.616 2.4 13.356 0.315 29.7 40.674
CASO K K/Fb
1 0.435566667 0.014665544
2 1.280777171 0.04312381
REVISION A TRACCION Y CORTE
CASO # Separacion nρ 2/kj fb fs Condición
1 3 1.50m 0.020268299 11.6935 1.74226667 390.46275 Cumple
2 3 1.50m 0.020268299 11.6935 5.12310868 1148.1498 Cumple
CASO V fv
1 10.15KN 0.013539458
2 30.02KN 0.040024287
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14. DISEÑO ESTRUCTURAL DE PLACA ENTREPISO
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15. DISEÑO ESTRUCTURAL DE CORREAS
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16. DISEÑO ESTRUCTURAL DE ESCALERA
GEOMETRIA
Longitud Horizontal de la Escalera, a ejes (m)
1.27
Altura Vertical Máxima de la Escalera (m) 1.12 Longitud Total del Peldaño (m) 1.07 Ancho Total del Peldaño (m) .28 Espesor Total del Peldaño (cm) 12
Dimensiones de Viga (2 iguales) Ancho B de la Viga (cm) 12
Altura H de la Viga (cm) 31
MATERIALES
F´c Concreto (kg/cm2)
210 Fy Acero Long kg/cm2 4200 Fy Acero Fleje kg/cm2 4200 Diámetro Fleje # (pulg) 3 Número Ramas Fleje
Mód Elástic (kg/cm2) Recubrimiento d´ (cm)
2
1.86E5
4.0
SOBRECARGA (Cargas de Servicio . SIN Mayorar)
Carga Acabados (t/m2 0.1
Carga Viva (t/m2) 0.3
ANALISIS Y DISEÑO DE LAS VIGAS RECTAS
Longitud de Escalera a Ejes (m):1.27 Sección (cm):12 x 31
X Momento As Armadura As Armadura Cortante Separación Flecha (m) Mu (t-m) Tensión (cm2) a Tensión Comprs (cm2) a Compres. Vu (t) Flejes (cm) 0 0 0.33 2 # 4 0 0.42 1E#2 a 6 0 0.127 0.05 0.33 2 # 4 0 0.34 1E#2 a 6 -0.02 0.254 0.09 0.33 2 # 4 0 0.25 1E#2 a 6 -0.04 0.381 0.11 0.38 2 # 4 0 0.17 1E#2 a 6 -0.06 0.508 0.13 0.44 2 # 4 0 0.08 1E#2 a 6 -0.07 0.635 0.13 0.46 2 # 4 0 0 1E#2 a 6 -0.07 0.762 0.13 0.44 2 # 4 0 -0.08 1E#2 a 6 -0.07 0.889 0.11 0.38 2 # 4 0 -0.17 1E#2 a 6 -0.06 1.016 0.09 0.33 2 # 4 0 -0.25 1E#2 a 6 -0.04 1.143 0.05 0.33 2 # 4 0 -0.34 1E#2 a 6 -0.02 1.27 0 0.33 2 # 4 0 -0.42 1E#2 a 6 0
Carga Grada + Cuña (t / m) 0.19
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Carga por Acabados (t / m) 0.054
Carga P. Propio Viga (t / m) 0.035
Carga Total Wu (t / m) 0.662
Momento Mu Máx (t - m) 0.13
Cortante Vu Máximo (t) 0.42
DISEÑO DEL PELDAÑO
Momento Mu Máx (t-m) 0.042
Cortante Vu Máx (t) 0.158
Acero a Tensión As (cm2) Use 2 # 4 Abaj
Acero a Comprs A's(cm2) 0
Chequeo a Cortante O.K.
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17. PLANOS