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

For Problem4.26, design interior one-way slabs for the situations shown. Concrete weight =150 Ib/f?,f,=60,000 psi. and f =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.
For Problem 4 . 2 6 , design interior one - way

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