Calculating capacity for battered piles
Calculating capacity for battered piles
(OP)
A question: I performed an axial capacity calculation for a vertical pile. Do I need to adjust this capacity for a battered pile when I present it to the structural engineer even though he will decide the batter angle?





RE: Calculating capacity for battered piles
RE: Calculating capacity for battered piles
If the axial capacity changes with changing batter then the structural engineer will not know how to calculate this.