PEB warehouse structures Please, solve We have been trying to build a PEB staad.pro model of a warehouse for the past several days. We have set up all the IS standards of property and loading settings we know. However, the economic conclusion…

I need to create two load envelopes for strength and deflection checks. I'm using physical modeler for creating the model , therefore the envelope loads can not be created in Analytical model. How could I create envelopes in physical modeler? In general…

Dear All, I got lot of warnings for the beams that the compressive axial stress in member exceed 0.08fck. What is the solution for that i have got lot of warnings regarding this. Please suggest me Thanks & Regards, Anirudh

Sir I have modelled and applied the loads in the staad interface the loads are applying but after the analysis in the output I'm getting warning that no member is loaded for the floor load generation! I have thoroughly checked the duplicate nodes,orphan…

Dear All, I have modelled and applied Cracked section properties code specifies Is1893:2016 and in another model i have assigned Global Cracked section properties for the beams and columns. But the results and area of steel in columns and beams are…

Hi all the staad reference load is necessary for checking the soft stories. But I have a doubt while defining reference loads the live load has to reduce as per the specified code or we have to assign full live load in the reference loads? Because the…

how to connect beam to column. column size is 4m x .850m, baem size 0.750m x 0.400m. see the attach file image. Yellow line is the column. .

Hello, How can I change the default settings in both physical and analytical modeling, in order to define the mesh grid size of a plate? 0,3m x 0,3m; 0,2m x 0,2m; etc (e.g.) Thank you. Ignacio