Design of Flat Slabs using SAFE
Design of Flat Slabs using SAFE
(OP)
Can flat slabs be designed in SAFE using thin-shell element?
Is it right to analyse considering the out of plane shear deformations of the flat slabs?
Is it right to analyse considering the out of plane shear deformations of the flat slabs?
RE: Design of Flat Slabs using SAFE
Structural Analysis of 2D Structures software
Static, Dynamic,Linear and Non-Linear Analysis
of frames, trusses, beams etc.
RE: Design of Flat Slabs using SAFE
I would also like to add that I have observed no significant changes in the analysis results when analysed using Shell elements.
When exactly will you go for using a shell element for analysis ?