For the following plan, design a ribbed slab in terms of thickness (h, d, and t) and reinforcement (As) just at S3, based on the given specifications: (35 points) Material C35/S420 Clean Cover = 2 cm Self-Weight = 410 kg.f/m2 Live Load = 380 kg.f/m2 For hmin use TS500 bw= 40 cm and Columns cross section = 50x50 Yo=1.5 and yo=1.15 Po=1.49+1.69 Ma=ps. L2/m; Consider Md Max=0.g.[2/0 Vd= Pail,/2 B D 6.5 m -4.0 m 11 Si S2 S3 - 0 S4 S5 S6 S7 S8 S 9 3 mi-11 mi= 9 mi=-10 mi= 10 mi= -1 mi 10 mi12 For the following plan, design a ribbed slab in terms of thickness (h, d, and t) and reinforcement (As) just at S3, based on the given specifications: (35 points) Material C35/S420 Clean Cover = 2 cm Self-Weight = 410 kg.f/m2 Live Load = 380 kg.f/m2 For hmin use TS500 bw= 40 cm and Columns cross section = 50x50 Yo=1.5 and yo=1.15 Po=1.49+1.69 Ma=ps. L2/m; Consider Md Max=0.g.[2/0 Vd= Pail,/2 B D 6.5 m -4.0 m 11 Si S2 S3 - 0 S4 S5 S6 S7 S8 S 9 3 mi-11 mi= 9 mi=-10 mi= 10 mi= -1 mi 10 mi12