Hi again!
Does anybody know how to interpret the results for a deep beam in SAP2000, modelled with shells? If I'm looking at F11 diagram (axis 1 in direction of beam length), for computing the tensioned bars at the bottom of the deep beam, I'm not sure how to interpret those forces. Do I have to...
Hi there!
I'm modelling a flat slab in SAP2000, and I need some help in defining section cuts for findind the moments for each strip. Can you tell me how to do it? I think that I'm not selecting the right shells and nodes.Can you explain me?
Thanks.
Dudu