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  1. solidape

    Out Of Plane Shear in Two Way Slab

    Hello, I would appreciate some of your opinions regarding a two way slab with heavy loads and how to hand the out of plane shears: - Typical Bay = 6m x 6m - Floor Live Load = 20 kPa - Equipment Live Load = 200 kN I have run a finite element model on RISA 3D and while the bending...

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