The following plan belongs to a seven-story building: Design a Ribbed Slab in terms of thickness (h, t, and section details) and reinforcement (As, s) based on the following considerations, (Draw the section and the reinforcement): Material C30/S420 Self-Weight=240 kg.f/m (the weight of the Ribbed slab should be considered). Live Load = 470 kg.f/m For hmin and other parameters use TS 500 bw=50 cm and Columns cross-section = 50x50 ye 1.5 and 7 1.15 P=1.4g+1.6q Ma-pal/m, find m; based on the tables and Va based on the loads. Va-Pal/2 mA = -12 4.2 m- 5.4 m 4.1m. m = 13 S1 S3 S5 ma=-11 m 13 m = -12 = S2 S4 S6 m = -12 m = 13 m =-11 m = 13 m =-11 m3 - 13 m4 = -12