Ex-1: Using EFM to design the interior panel C of the flat plate floor shown in Figure
below. Assume fy = 414 MPa, fd = 25 MPa, LL =4.8 kN/m², DL = 1.0 kN/m² in
addition to self-weight of slab, floor height=3.66 m, C1 = C2 = 460mm, thickness of
the slab hf = 216 mm