Q1>i have a slab supported on perimeter beams.how does SAP transfer the self weight of the slab to the beam?what can i do to ensure one way or two way action??
Q2>next i have a floor with 4 panels,each panel is supported on two sides by main beams and two sides by secondary beams;the floor is supported on four columns at the corners and one at the center.in this case how is the load from the slabs transferd to the columns?