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Design a one-way slab for the inside of a building using the span, loads, and other data given in the figure below. 11'-8" GIVEN SDL 10 psf (super imposed dead load not including the slab selfweight) LL = 200 psf (Live Load) f'. 4 ksi fy 60 ksi a) Determine the minimum slab thickness required based on ACI 318 Table 9.5.(a). Use this thickness in parts b) and c) b) Determine the ultimate moment demand, Mu c) Determine the flexural reinforcing required for one-way slab action. Clearly indicate the required bar size and spacing. d) Also, determine the reinforcing required in the transverse direction. Clearly indicate the required bar size and spacing.