Force transfer in fixed pile cap
Force transfer in fixed pile cap
(OP)
Hi ,
I have a fixed single pile cap . The pile cap has to transfer moment to the pile. The distance between the vertical rebar in pile cap and pile re bar is 100 mm . If 75 mm offset of pile is considered the distance between vertical rebar and pile rebar becomes 175 mm .
In this case how the moment from pile cap would be transferred to pile if i dont want to change any reinforcement details ,
Please see the picture attached .
Link
I have a fixed single pile cap . The pile cap has to transfer moment to the pile. The distance between the vertical rebar in pile cap and pile re bar is 100 mm . If 75 mm offset of pile is considered the distance between vertical rebar and pile rebar becomes 175 mm .
In this case how the moment from pile cap would be transferred to pile if i dont want to change any reinforcement details ,
Please see the picture attached .
Link






RE: Force transfer in fixed pile cap
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Force transfer in fixed pile cap
RE: Force transfer in fixed pile cap
RE: Force transfer in fixed pile cap
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Force transfer in fixed pile cap
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Force transfer in fixed pile cap
RE: Force transfer in fixed pile cap
Else suggest my any other solution .
RE: Force transfer in fixed pile cap
In this case, that's precisely what the STM model is: a way to evaluate a non-contact lap splice.
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Force transfer in fixed pile cap
If your column loads are signficant, I would consider adding a pile.
By the way, what are you considering for the stability of the single pile? Just lateral soil resistance? Two piles tied together may be considered per IBC - but read the details and fine print.