09-08-2010, 07:22 AM
dear vccalderon,
i tried what you said
but there is no solution.
on the other hand if you look at the joint shear calculation in cloumn design window,
the program does not recognize the rebar areas from elements. i think this is the problem
program; design according to 318-05, can not read rebar areas
regards,
i tried what you said
but there is no solution.
on the other hand if you look at the joint shear calculation in cloumn design window,
the program does not recognize the rebar areas from elements. i think this is the problem
program; design according to 318-05, can not read rebar areas
regards,
jaffa kree