Part 2 (50 points25 minutes) Note the one-way slab shown below. The slab spans from beam to beam. The top flexural reinforcement for the slab consists of #5 bars spaced at 6 in. The bottom flexural reinforcement for the slab consists of #5 bars spaced at 9 in. The shrinkage and temperature reinforcement consists of #5 bars spaced at 12 in. The slab contains no shear reinforcement (stirrups). SPAN PARL BEAM SLAG 12.0 in. thick PB HP 1 12 12in 10 MORE SIMILAR SPANS Igia 14.5h f' = 5000 psi f, = 60,000 psi Clear Cover = 0.75 in. A. (30 pts) Compute the design flexural strength (per ft of width), Mn, of the one- way slab at Section B-B. (Neglect any compression steel.) Part 2 (50 points25 minutes) Note the one-way slab shown below. The slab spans from beam to beam. The top flexural reinforcement for the slab consists of #5 bars spaced at 6 in. The bottom flexural reinforcement for the slab consists of #5 bars spaced at 9 in. The shrinkage and temperature reinforcement consists of #5 bars spaced at 12 in. The slab contains no shear reinforcement (stirrups). SPAN PARL BEAM SLAG 12.0 in. thick PB HP 1 12 12in 10 MORE SIMILAR SPANS Igia 14.5h f' = 5000 psi f, = 60,000 psi Clear Cover = 0.75 in. A. (30 pts) Compute the design flexural strength (per ft of width), Mn, of the one- way slab at Section B-B. (Neglect any compression steel.)