StructuralPhil
Structural
- Sep 23, 2022
- 3
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 only a 0.6 factor to the weight of soil on the heel of the footing?
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 only a 0.6 factor to the weight of soil on the heel of the footing?