Split and extend tie rebar at corner pile cap
Split and extend tie rebar at corner pile cap
(OP)
A pile cap with L shape will be constructed. Tie bar in Internal corner will always split and extent into pile cap with lapping length. I understand that the tie bar is useless if I am not doing so. Why and what this rebar/ fenomena called?






RE: Split and extend tie rebar at corner 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.