I need a reference that has design procedures for post-tensioned bridge pier caps, and possibly an example. If you know of a good one, please post. thanks!
I am doing an analysis of drilled shafts supporting a bridge pier using the L-Pile program. This program allows me to input loads and soil layers, and gives me output such as pile head deflection, maximum moment, maximum shear, etc. It also gives graphs of deflection v. depth, bending moment...