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  1. dudu1

    Results for deep beam

    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...
  2. dudu1

    section cut for slabs

    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
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