Question: For Problems 4.25 and 4.26, design interior one-way slabs for the situations shown. Concrete weight = 150 lb/ft3,fy = 60,000 psi, and fc' = 4000

For Problems 4.25 and 4.26, design interior one-way slabs for

the situations shown. Concrete weight = 150 lb/ft,f = 60,000 psi, = 4000 psi. Do not use the ACI Code's minimum thicknes

Problem 4.26 W1. 150 psf -24 ft-

the situations shown. Concrete weight = 150 lb/ft3,fy = 60,000 psi, and fc' = 4000 psi. Do not use the ACI Code's minimum thickness for deflections (Table 4. I). Reinforcement ratios are given in the figures. The only dead load is the weight of the slab.

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To design the interior oneway slab for the situation given in Problem 426 we will follow these steps Step 1 Determine the Required Slab Thickness 1 Ca... View full answer

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