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  1. StructuralPhil

    ACI 350 Load Factor for Earth Loads, H

    Per ACI 350-06, the load factor H listed in the load combinations of Section 9.2.1 "shall be reduced to 0.6 where H reduces the effect of D, L, or F." In the case of a cantilever retaining wall, would it be appropriate then to apply a 1.6 factor to the lateral earth pressure behind the wall but...

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