suelos II
2
0 138.02 61.42 138.02 206.90 86.91 206.9 241.41 103.95 241.41 275.86 124.42 275.86 empleando la _=+ =tan^(− ) 〖 ( b) Determinación fuerza cortante = ( ) =84 kN/m^2 tan(34°) ∗ τ=55.66 kN m^2 ∕ Luego: F=τ ∗ F=55.66 kN/m^2 2.5× ∗ 〖 10 〗 ^(−3) m^2 ( ∗ 〖 10 〗 ^3 N)/1kN ⇒ =. _= . ^ ∕ σ_3=105 kN/m^2 σ_1=357.66 kN/m^2 _ á= ^ ∕ 0 2 69 = ( ∗ ^ )+ …( ) . = ( ^ )+ ……( ) ∗ 〖 ( 〖∆〗 _) 〗 _ σ_1^′ σ_ í σ
description
cortantes
Transcript of suelos II
Hoja100138.0261.42138.0261.42206.9086.91206.986.91241.41103.95241.41103.95275.86124.42275.86124.42
