List,
I’m working on a pile design for a pier that is subject to very large moments due to a large wave. Can anybody recommend a reference for designing with significant amounts of mild steel in addition to pre-tensioning strands?
Thanks,
Timothy K. Hilton, E.I.
Engineering Intern
LHC STRUCTURAL ENGINEERS
919.832.5587 x 20
thilton@lhcengineers.com