Pls include the procedures with an example in modeling, analize and design of concrete building using software like ETABS,SAP,Staad.Pro etc.
Thanks,
Chaz
I'm a new user of ETABS. I used ETABS software for almost two months. So guide me if I'm not in the right track.
I'm interested for this one. I will verify the result in hand calculation and on ETABS also to find out where you get wrong. Meshing inconsistency is not the problem here i think...