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Datos Generales
Proyecto:
Dirección: Plantas de tratamiento de agua 15 a la 20 para CPF2 Ciudad: Campo Rubiales (Abrego - Norte de Santander) Bloque: Edificio CCM1
Diseño: Análisis elástico
Capacidad de Disipación de Energía:
Tipo de Cubierta: Metálica Zona Sísmica: Alta
Aa: 0.25 Av: 0.20 Grupo de Uso: III Coeficiente de disipación de energía (Rox): 1.50 Coeficiente de disipación de energía (Roy): 3.00
Sistema Estructural: Pórticos Resistentes a Momentos (DES) Ct: 0.072
Número de Niveles: 2 Altura: 10.49 Tipo de perfil de suelo: D
Metodo de Análisis Sísmico: Análisis dinámico elástico espectral Modelo Matemático: Tridimensional con diafragma Método de análisis estructural Matricial para la estructura principal
Método de diseño: Método directo de análisis Programas utilizados: SAP 2000 V14
Nombre de archivo: Análisis sísmico modal
Coeficiente de importancia:1.25
Rs:1.50
Pacific Rubiales Energy (PRE)
Minima (DMI)
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Altura (φa):1.00 Planta (φp):1.00 Peso de la Estructura 7898.5 kN
Se incluye factor por conexiones soldadas =0.9
Aceleración pico efectiva. Tc Aa 0.25 g
Aceleración pico efectiva. TL Av 0.20 g
Tipo de perfil de suelo D
Coeficiente amplificación. Tc Fa 1.30
Coeficiente amplificación. TL Fv 2
Periodo inicial To 0.12 s
Periodo corto Tc 0.59 s
Periodo largo TL 4.80 s
Parámetro Ct Ct 0.072
Altura hn 10.49 m
Parámetro α α 0.80
Período fundamental T 0.47 s
Cu Cu 1.27
Período máximo Cu Ta 0.60 s
Coeficiente de importancia I 1.25
Aceleración espectral Sa 1.02 g
Velocidad espectral Sv 0.75 m/s
Desplazamiento espectral Sd 0.06 m
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Alt. piso ∆α 1 2() P Vxpiso ∆α 1 + ∆α 1 +
(m) (cm) (kN) (kN) (cm) ∆α 1 2()
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Piso 2 3.00 2.34 1060.08 1137.40 0.0073 2.36 0.79 O.K 1.007
SISMO EN X Columna Eje Vertical: D
Caso de Carga: DER-SERV5A
Alt. piso ∆α 1 2() P Vxpiso ∆α 1 + ∆α 1 +
(m) (cm) (kN) (kN) (cm) ∆α 1 2()
Cubierta 5.39 9.84 59.82 155.03 0.0070 9.91 1.84 O.K 1.007
Piso 2 3.00 2.34 1060.08 1137.40 0.0073 2.36 0.79 O.K 1.007
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Nivel % Verificación
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SISMO EN Y Columna Eje Vertical: 1
Caso de Carga: DER-SERV5A
Alt. piso ∆α 1 2() P Vxpiso ∆α 1 + ∆α 1 +
(m) (cm) (kN) (kN) (cm) ∆α 1 2()
Cubierta 5.39 6.53 214.00 556.09 0.0047 6.56 1.22 O.K 1.005
Piso 2 3.00 2.93 3917.75 4196.31 0.0091 2.96 0.99 O.K 1.009
SISMO EN Y Columna Eje Vertical: 2
Caso de Carga: DER-SERV5A
Alt. piso ∆α 1 2() P Vxpiso ∆α 1 + ∆α 1 +
(m) (cm) (kN) (kN) (cm) ∆α 1 2()
Cubierta 5.39 6.44 214.00 556.09 0.0046 6.47 1.20 O.K 1.005
Piso 2 3.00 2.93 3917.75 4196.31 0.0091 2.96 0.99 O.K 1.009
SISMO EN Y Columna Eje Vertical: 3
Caso de Carga: DER-SERV5A
Alt. piso ∆α 1 2() P Vxpiso ∆α 1 + ∆α 1 +
(m) (cm) (kN) (kN) (cm) ∆α 1 2()
Cubierta 5.39 6.47 214.00 556.09 0.0046 6.50 1.21 O.K 1.005
Piso 2 3.00 2.93 3917.75 4196.31 0.0091 2.96 0.99 O.K 1.009
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