] Fig. 1. Problem 2: (30 Points) The floor-beam-column system shown in Fig. 2 is subjected to a superimposed DL = 35 psf (excluding the self-wt. of the floor slab and the beam) and a superimposed LL 60 psf. Slabs A and B are supported by edge beams but slab C is cantilever. Design the combined slab system (Slabs A, B & C). Use Ultimate Strength Design method (USD). Use all possible live load reductions. Given: fc= 4,000 psi, fy 60,000 psi. Use ACI defined or any other moment coefficients. (a) Design the combined slab system. (20 points) (b) Show all possible reinforcing details for the combined slab system (cross sectional profile & top view reinforcing lay out) (5+5-10 points). 10' 15' 15' 30° A B 3 C Fig. 2