RJcivileng
Structural
how can i define the failure load of a concrete beam?
is it when the program stop
or when the steel reach fy
or when the strain in concrete becomes 0.003?
and how can i know is it a shear failure or a flexure failure?
is it when the program stop
or when the steel reach fy
or when the strain in concrete becomes 0.003?
and how can i know is it a shear failure or a flexure failure?