DISEO DE MURO DE CONCRETO CICLOPEODATOS:ALTURA DE ZAPATA CIMENTACION(m) d = 0.50TIPO DE TERRENO(Kg/cm2) 2.13ANCHO DEL MURO(m) A = 4.00ALTURA DEL MURO (m) h = 4.00ANGULO DE FRICCIONINTERNA (grados) 32.00ALTURA EUI!" DE #O$RE CARGA (m) h'= 0.00PE#O E#PECIF" RELLENO (T%/m&) 1.69PE#O E#PECIF" CONCRETO(T%/m&) 2.30M= 1.60N= 1.10E= 0.35G= 0.35 = 0.00= =1 =2 =! = 0.15" = 0.20# = 3.40C = 2(45/2)= 0.31ANALISIS DE ESTA#ILIDAD EN LA SECCION SUPERIORE$%&'( d() *(++(,-:H' 2"(()*' ("((C' ("&+E = 0,5 * W * h ( h + 2h' ) * C = 1.035 T,Ev = E * Sen (o/2) = ("2,-T%E) ' E . Cos (o/2) ' ("//-T%P0%1o d2 a345cac56% d2 2m3072 Ea8D) ' ) . ( ) 9 &)* ) / ( ) 9 2)* ) / & (":;m.&(+/0 1(+*2")(0 "*&,*(0:P5(1%) ( (">- (",2,P& +":+( ("2& ("&;:E? ("2,- (":; ("+/(T-*) 5.115 2.256