ASAP

For the one-way slab shown in the figure below, assume the maximum factored positive moment at midspan point b is 2.4 k-ft/ft. A) Using the given slab thickness of 6 in., deter- mine the required reinforcement size and spacing at point b to satisfy ACI Code flexural strength requirements. Be sure to check the ACI Code requirements for minimum flexural reinforcement in slabs. ile B) At the same location, determine the required bar size and spacing to be provided in the transverse direction to satisfy ACI Code Section 7.12.2 requirements for minimum shrinkage and temperature reinforcement.se C) provide a sketch of the final design of the slab section.se D 301 -25 -301 b m 12 tt + 12 d + e 1 11 ft W 9 h 11 ft 11 ft 111 12 in x 24 in. (all beams) 16 in x 16 in (all columns) 12 ft Slab thickness 12 SDL20 st LL - 50 pst