REPORTE MURO 1

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Catálogo
ENTRADA DE DATOS PARA EL MURO 1.pdf ································································································ 1
REPORTE MURO 1.pdf ··································································································································· 3
1grafico1.pdf ··········································································································································· 4
2grafico2.pdf ··········································································································································· 5
3grafico3.pdf ··········································································································································· 6
4grafico4.pdf ··········································································································································· 7
5Entrada de datos1.pdf ··························································································································· 8
6cargas mom y empuje tierra.pdf ············································································································ 9
7sismo y global.pdf ······························································································································· 10
8estados limites.pdf ······························································································································ 11
9estados limites servicio y resistencia.pdf ···························································································· 12
10Analis estabilidad suelo estado limite servicio1.pdf ·········································································· 13
11Analisis estabilidad estado limite resistencia1.pdf ············································································ 14
12Zarpa talon diseño estado limites servicio1.pdf ················································································ 15
13Zarpa talon diseño estado limites servicio1flexion.pdf ······································································ 16
14Zarpa talon diseño estado limites servicio cortante (2).pdf ······························································· 17
15diseño estado limites resistencia1.pdf ······························································································ 18
16diseño estado limites resistencia1 flexion.pdf ··················································································· 19
17diseño estado limites resistencia1 cortante.pdf ················································································ 20
18despiece-.pdf ···································································································································· 21
19despiece.pdf ······································································································································ 22
ENTRADA DE DATOS PARA EL MURO 1 
UTILZARAMOS CAPACIDAD DE CARGA 𝜎𝑢 = 122.67 𝑇𝑜𝑛/𝑚² 
 
 
Resistencia del suelo Estado límite de resistencia (Ton/m2) 0.60 x 122.67= 73.6 
Resistencia del suelo Estado límite en evento extremo (Ton/m2) 0.80 x 122.67= 98.136 
Resistencia del suelo Estado límite de servicio (Ton/m2) 0.40 x 122.67= 49.1 
Angulo de inclinación talud relleno i (grados) = 0º 
Angulo de fricción del suelo (empuje) Φ= 29º 
Angulo de fricción de la estructura suelo Φ: 19º 
Angulo de fricción interna suelo zapata= 2/3 x Φ: 2/3 x 29º = 19.33 º 
Peso específico del suelo sobre la zarpa Delantera, γh= 2.21 (m) 
Altura del nivel freático desde el fondo de la zapata Hn (m)= 0 
Altura libre entre tope del muro y el relleno = 0.3(m) 
 
 
 
CHEQUEO DE SECCIONES MURO 1.0 Mtsz 
 
Catálogo
1grafico1.pdf ····················································································································································· 1
2grafico2.pdf ····················································································································································· 2
3grafico3.pdf ····················································································································································· 3
4grafico4.pdf ····················································································································································· 4
5Entrada de datos1.pdf ···································································································································· 5
6cargas mom y empuje tierra.pdf ····················································································································· 6
7sismo y global.pdf ··········································································································································· 7
8estados limites.pdf ·········································································································································· 8
9estados limites servicio y resistencia.pdf ········································································································ 9
10Analis estabilidad suelo estado limite servicio1.pdf ···················································································· 10
11Analisis estabilidad estado limite resistencia1.pdf ······················································································ 11
12Zarpa talon diseño estado limites servicio1.pdf ·························································································· 12
13Zarpa talon diseño estado limites servicio1flexion.pdf ··············································································· 13
14Zarpa talon diseño estado limites servicio cortante (2).pdf ········································································ 14
15diseño estado limites resistencia1.pdf ········································································································ 15
16diseño estado limites resistencia1 flexion.pdf ···························································································· 16
17diseño estado limites resistencia1 cortante.pdf ·························································································· 17
18despiece-.pdf ·············································································································································· 18
19despiece.pdf ··············································································································································· 19
Muro: Rep. 1
VISTA TRANSVERSAL - Corte en LTM/2 = 2.m
C:\Users\win10\OneDrive\Escritorio\ANDRES ORTEGA\modelo muro1\modelo muro1.MurosSP
 Diseño Sísmico de Muros y Aletas Superficiales
Módulo MUROS - Normas AASHTO 2014 - CCP14
Muro: Rep. 2
VISTA EN PLANTA
C:\Users\win10\OneDrive\Escritorio\ANDRES ORTEGA\modelo muro1\modelo muro1.MurosSP
 Diseño Sísmico de Muros y Aletas Superficiales
Módulo MUROS - Normas AASHTO 2014 - CCP14
Muro: Rep. 3
VISTA LONGITD.FRONTAL - Pto de Calculo en : LTM/2 = 2.m
C:\Users\win10\OneDrive\Escritorio\ANDRES ORTEGA\modelo muro1\modelo muro1.MurosSP
 Diseño Sísmico de Muros y Aletas Superficiales
Módulo MUROS - Normas AASHTO 2014 - CCP14
Muro: Rep. 4
VISTA TRANSVERSAL - Corte en LTM/2 = 2.m
VISTA EN PLANTA
C:\Users\win10\OneDrive\Escritorio\ANDRES ORTEGA\modelo muro1\modelo muro1.MurosSP
VISTA LONGITD.FRONTAL - Pto de Calculo en : LTM/2 = 2.m
 Diseño Sísmico de Muros y Aletas Superficiales
Módulo Muros - Normas AASHTO 2014 - CCP14
Muro: Rep. 5
C:\Users\win10\OneDrive\Escritorio\ANDRES ORTEGA\modelo muro1\modelo Módulo Muros - Normas AASHTO 2014 - CCP14
 Diseño Sísmico de Muros y Aletas Superficiales
Especificaciones del Muro
Muro: Rep. 6
Cargas y
Momentos Empuje de Tierras
C:\Users\win10\OneDrive\Escritorio\ANDRES ORTEGA\modelo muro1\modelo Módulo Muros - Normas AASHTO 2014 - CCP14
 Diseño Sísmico de Muros y Aletas Superficiales
Muro: Rep. 7
Sismo Global
C:\Users\win10\OneDrive\Escritorio\ANDRES ORTEGA\modelo muro1\modelo Módulo Muros - Normas AASHTO 2014 - CCP14
 Diseño Sísmico de Muros y Aletas Superficiales
Muros: Hoja.01
modelo muro1.MurosSP
Muros o Aletas Superficiales . Solicitaciones para los diferentes Estados Límites
Estados Límite
Módulo: Muros de Contención - Normas AASHTO 2014 - CCP14
Muros: Hoja.02
modelo muro1.MurosSP
Muros o Aletas Superficiales . Solicitaciones para los diferentes Estados Límites
Estados Límite
Módulo: Muros de Contención - Normas AASHTO 2014 - CCP14
Muro SP: R. 1
modelo muro1.MurosSP
ANÁLISIS DE ESTABILIDAD Y ESFUERZOS EN EL SUELO
Estado Límite Servicio I
Módulo: Muros de Contención - Normas AASHTO 2014 - CCP14
Muro SP: R. 2
modelo muro1.MurosSP
ANÁLISIS DE ESTABILIDAD Y ESFUERZOS EN EL SUELO
Estado Límite Resistencia I
Módulo: Muros de Contención - Normas AASHTO 2014 - CCP14
Report. 1.1
Diseño Muros SP
modelo muro1.MurosSP
InfraEstructura: Diseño del Muro o Aleta Superficial
Estado Límite: Servicio I
Módulo: Muros de Contención - Normas AASHTO 2014 - CCP14
Report. 1.2
Diseño Muros SP
modelo muro1.MurosSP
InfraEstructura: Diseño del Muro o Aleta Superficial
Estado Límite: Servicio I
Módulo: Muros de Contención - Normas AASHTO 2014 - CCP14
Report. 1.3
Diseño Muros SP
modelo muro1.MurosSP
InfraEstructura: Diseño del Muro o Aleta Superficial
Estado Límite: Servicio I
Módulo: Muros de Contención - Normas AASHTO 2014 - CCP14
Report. 2.1
Diseño Muros SP
modelo muro1.MurosSP
InfraEstructura: Diseño del Muro o Aleta Superficial
Estado Límite: Resistencia I
Módulo: Muros de Contención - Normas AASHTO 2014 - CCP14
Report. 2.2
Diseño Muros SP
modelo muro1.MurosSP
InfraEstructura: Diseño del Muro o Aleta Superficial
Estado Límite: Resistencia I
Módulo: Muros de Contención - Normas AASHTO 2014 - CCP14
Report. 2.3
Diseño Muros SP
modelo muro1.MurosSP
InfraEstructura: Diseño del Muro o Aleta Superficial
Estado Límite: Resistencia I
Módulo: Muros de Contención - Normas AASHTO 2014 - CCP14
Report. Annex A
Diseño Muros SP
modelo muro1.MurosSP
MURO DE CONTENCIÓN - Detalles de Armadura
Detalles del Muro
Módulo: Muros de Contención - Normas AASHTO 2014 - CCP14
Report. Annex B
Diseño Muros SP
modelo muro1.MurosSP
MURO DE CONTENCIÓN - Detalles de Armadura
Detalles del Muro en Vista Separada
Módulo: Muros de Contención - Normas AASHTO 2014 - CCP14
	ENTRADA DE DATOS PARA EL MURO 1.pdf
	REPORTE MURO 1.pdf
	1grafico1.pdf
	2grafico2.pdf
	3grafico3.pdf
	4grafico4.pdf
	5Entrada de datos1.pdf
	6cargas mom y empuje tierra.pdf
	7sismo y global.pdf
	8estados limites.pdf
	9estados limites servicio y resistencia.pdf
	10Analis estabilidad suelo estado limite servicio1.pdf
	11Analisis estabilidad estado limite resistencia1.pdf
	12Zarpa talon diseño estado limites servicio1.pdf
	13Zarpa talon diseño estado limites servicio1flexion.pdf
	14Zarpa talon diseño estado limites servicio cortante (2).pdf
	15diseño estado limites resistencia1.pdf
	16diseño estado limites resistencia1 flexion.pdf
	17diseño estado limites resistencia1 cortante.pdf
	18despiece-.pdf
	19despiece.pdf