Is there any way in Staad pro to design slim floor beam SFB where the Slab floor rests on the lower flange
There is no way to apply the load from the slab on the bottom flange of the beam as beams are defined as line elements. You may account for any eccentric loading due to the slab on the beam, by applying a uniformly distributed moment on the beam and the beam design can account for such torsion.
thank you