Modelling slabs

The structure of project <B_331> of the related software
(column sections 400/400, beam sections 300/500, slab thickness 170 mm)

Finite element method assists in defining slabs behavior with significant accuracy. However, in order for the results to represent the reality, suitable assumptions should be adopted.

project <B_336>

Using members, according to which the slab is modelled as a grid of main and secondary joists, without the assumption of rigid bodies.

project <B_331>, pi-FES
(a=beam-slab common deflection curve)