empujes de suelos

EmpujesEMPUJES DE SUELOSDatos Suelo:f (rad) =0.524Peso Epecfico Suelo (gs):2.2(Ton/m3)Empuje en Reposo:d (rad) =0.262Ang. Friccin (f):30()q (rad) =0.149Coef. Ssmico Horizontal (Cs):0.15Ko =0.5i (rad) =0.000Inclinacin Terreno (i)0()so =2.42(Ton/m2)d = f / 2:15()q =Arctg (Cs):8.53()Empuje Activo:Datos Muro:Ka =0.33sa =1.61(Ton/m2)Altura Muro (H):2.2(m)Espesor (e)0.15(m)Empuje Ssmico:Peso Espec. H.A. (gHA):2.5(Ton/m3)Ks =0.41Inercia de Muro (I):DKs =0.074si =0.06(Ton/m2)ss =0.36(Ton/m2)COMBINACIONES DE CARGA (ASSHTO)a) Empuje en Reposo:U = 1.7* s0 =4.1(Ton/m2)b) Empuje Eventual:U = 0.75*( 1.7*sa + 1.87*ss + 1.87*sI ) =2.6(Ton/m2)

Hsss

Hoja1EMPUJES DE SUELOSDatos Suelo:f (rad) =0.524Peso Epecfico Suelo (gs):2(Ton/m3)Empuje en Reposo:d (rad) =0.262Ang. Friccin (f):30()q (rad) =0.291Coef. Ssmico Horizontal (Cs):0.3Ko =0.5i (rad) =0.000Inclinacin Terreno (i)0()so =2.73(Ton/m2)d = f / 2:15()q =Arctg (Cs):16.70()Empuje Activo:Datos Muro:Ka =0.33sa =1.82(Ton/m2)Altura Muro (H):2.73(m)Espesor (e)0.25(m)Empuje Ssmico:Peso Espec. H.A. (gHA):2.5(Ton/m3)Ks =0.56DKs =0.229ss =1.25(Ton/m2)

Hsoss

MBD0006AE39.unknown

MBD000933B4.unknown

MBD000933B6.unknown

MBD000933B7.unknown

MBD000933B5.unknown

MBD000933B2.unknown

MBD000933B3.unknown

MBD000933B1.unknown

MBD00042F9A.unknown

MBD00045D4B.unknown

MBD000492FA.unknown

MBD000440E4.unknown

MBD00040AEC.unknown

MBD000426C0.unknown

MBD0003F52D.unknown