17 5.0 m 1 7 m 5.0 m 5.5 m 6.0 m 5.0 m The two-way solid slab without drop panel and with no edge (spandrel) beams, shown in Figure supports factored load (dead load and live load) of 20 kN/m2. Given the following: interior columns are 400 mm x 400 mm , exterior columns are 300 mm x 300 mm, Use f'c= 30 MPa and fy= 420 MPa. Given the static moment is Mo=400 kN.m, the Interior negative moment and positive moment of exterior panel (X) in the short direction at end span is: * (8 Points) 104 kN.m and 208 kN.m 280 kN.m and 200 kN.m 300 kN.m and 240 kN.m 280 kN.m and 208 kN.m