Recent content by dadofranz

There is a good software for connections called Limcon. I think you will find there what you want.

Dear experienced Etabs users, I am new user in Etabs and I face an instability problem in shells near walls Iam using Etabs V15.2 I attached in the hereafter link a part of the model. you can notice that there is instability in floor near shear walls. Iam using decking in this model on steel...

Should we always use P-delta analysis with direct analysis method?? or we can use only (Perform direct analysis)

Does the sap2000 program consider torsion in steel members design?