Dear sir,
What does it mean when the out put of staad for column design says that " The number of iterations exceeded 500" ?
regards
ramakumar
Hi
How a RCC Column subjected to Axial Tension plus biaxial bending moment is designed ? Is it the same way as for Axial Compression with biaxial bending moments. ....Concrete portion is not working in tension case.. Please help me out.
Bijay