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  1. alou001

    Sliding for retaining Wall- Nominal loads AASHTO LRFD

    Hi, I have been designing retaining walls and abutments following chapter AASHTO LRFD 10.6.3.4. I am using equation Rr= Phi*Rn= Phi1*R1 + Phiep* Rep Rn : Nominal Load R1: Nominal sliding resistance = V * tan(angle of friction) ----- V is total vertical Load ( Dead Load, Live Load, etc)...

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