Slab deflections

[faisal.aaouatif]

Hello,

Assuming this :

Normal Concret slab, reinforcing and deflections calculated using FEM ( stiffiness update ).

Max deflection = M

Along Supports on Direction x (flexible) :

Min, or medium, deflection   : D

Should we compare (M-D) , or only M to deflection limit imposed by code() ?

Thank you.