beam loading
please can anyboby load for me the shaded beam from the attached drawing? i slabs are 200mm thick and beam size is 230mm wide and 600mm high measured from top of slab to bottom of beam (to be casted monolithically). i just want to convive my self with slab to beam loading method im using!!
looks like you are supporting a triangular load (approx.) from each slab panel. assume 45 degree lines from the corner clumns and work out the area of the two triangles.