Question: Problem 4 . 2 6 , design interior one - way slabs for the situations shown. Concrete weight = 1 5 0 lb / ft

Problem 4.26, design interior one-way slabs for the situations shown. Concrete weight=150 lb/ft^3, fy =60000 psi, and f'c=4000 psi. Do not use the ACI Code's minimum thickness for deflections (Table 4.1) Reinforcement ratios are given in the figure. The only dead load is the weight of the slab.
Problem 4 . 2 6 , design interior one - way slabs

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