embedment depth of pier design - 2007CBC/IBC2006
embedment depth of pier design - 2007CBC/IBC2006
(OP)
I'm a little bit confused that why the eq.18-1 (for nonconstrainted case) limits the embedment depth of 12'? Does that mean the max. embedment depth is only 12'?
If look further in the notes area of 1805.7.2.2, there is no limit for the embedment depth d for constrained case, why is that? Thanks for answering...
If look further in the notes area of 1805.7.2.2, there is no limit for the embedment depth d for constrained case, why is that? Thanks for answering...





RE: embedment depth of pier design - 2007CBC/IBC2006
RE: embedment depth of pier design - 2007CBC/IBC2006
i believe constrained non-constrained is for piles or in poles
RE: embedment depth of pier design - 2007CBC/IBC2006
RE: embedment depth of pier design - 2007CBC/IBC2006
If so, you don't have an problem.
RE: embedment depth of pier design - 2007CBC/IBC2006
RE: embedment depth of pier design - 2007CBC/IBC2006
RE: embedment depth of pier design - 2007CBC/IBC2006