changing column section
changing column section
(OP)
hello all
when changing columns sections why we should have the rebar bent within 1:6 slope.please comment.
when changing columns sections why we should have the rebar bent within 1:6 slope.please comment.






RE: changing column section
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: changing column section