Re: Why the(cantilever beam and slab) do not transfer togeth
Hi Ammer,
In order to see beam-slab deformation together on 3D View, rigidity of slabs need to be considered in anaysis model. for doing so, you need to apply semi rigid diaphragm analysis on Analysis Settings. (see that 6mm deformation on middle edge of cantilever slab which has maximum value, purple colour)