I have a location where two deck types meet, one with a roof loading and the other with a floor loading. There is an odd line load being applied in the analysis that is greatly affecting the design on my beams and columns. I cannot see to find the source…

We often need to analyze existing PEMB structures and when only existing loads are applied the structure still fails. We have used the MBMA special considerations option in our design and that does not seem to help. What are we missing? Is there another…

hello everyone,i am getting warning, can anyone help me out in removing those warning. warning are- 1.WARNING:Section fails while detailing 2.WARNING:Section fails while designing section: 3. WARNING:Reinforcement % exceeds maximum limit

Dear sir, After design structure some beams & columns are not shown design. kindly help me with issue . PLEASE CHECK ATTACHED TEST MODEL. also give procedure for Dynamic design in Staad. Thanks. 2772.test model.STD