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Design of Flat Slabs using SAFE

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Gaurav Malya

Structural
Joined
Apr 23, 2019
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13
Location
IN
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?
 
But all the classical literature's on Flat Slabs use Flexural elements (i.e with only transverse bending deformations, no shear deformations(in-plane nor out of plane)) for analysis.

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 ?
 
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