raking piles
raking piles
(OP)
Hi, I have a situation where I have an existing structure which we have load tests for the vertical piles but not the raking piles. I estimate the raking piles are about 20-30 degrees off vertical. Should I discount the raking piles in terms of assessing the vertical load reactions? Take a reduced capacity?






RE: raking piles
Michael.
Timing has a lot to do with the outcome of a rain dance.
RE: raking piles
BA
RE: raking piles