teoriacapacidaddecargaterzaghi UNI.pdf | Fundación (Ingeniería) | Rigidez

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  TEORIA DE CAPACIDAD DE CARGA SEGÚN TERZAGHI CIMIENTO CORRIDO: qu= CNc+γ1DfNq+0.5γ2BNγ CIMIENTO CUADRADO: qu= 1.3CNc+γ1DfNq+0.4γ2BNγ CIMIENTO CIRCULAR: qu= 1.3CNc+γ1DfNq+0.3γ2BNγ γ1 DONDE: Df C= cohesión γ1=peso volumétrico sobre N.F.Z γ2 Df=profundidad del cimiento B γ2=peso volumétrico debajo del N.F.Z B= ancho del cimiento NC , Nq ,Nγ = factores de capacid
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  TEORIA DE CAPACIDAD DE CARGA SEGÚN TERZAGHI CIMIENTO CORRIDO:qu= CNc+ γ 1 D f  Nq+0.5 γ 2 BN γ  CIMIENTO CUADRADO: q u= 1.3CNc+ γ 1 DfNq+0.4 γ 2 BN γ  CIMIENTO CIRCULAR:qu= 1.3CNc+ γ 1 DfNq+0.3 γ 2 BN γ  DONDE:C= cohesión γ1 =peso volumétrico sobre N.F.ZDf=profundidad del cimiento γ2 =peso volumétrico debajo del N.F.ZB= ancho del cimiento B γ 1 γ2 Df 
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