Question: For Problems 3 and 4 , design interior one - way slabs for the situations shown. Concrete weight = 1 5 0 l b f

For Problems

3

and

4,

design interior one

-

way slabs for the situations shown. Concrete weight

= 150 l \frac{b}{f} t 3,

= 60, 000,

and

f c^{'} = 4000 .

Do not use the ACI Code's minimum thickness for deflections. Reinforcement ratios are given in the figures. The only dead load is the weight of the slab. In

3

and

4,

all that will change is the thickness. Make an observation about the thicknesses.

3 .

For Problems 3 and 4 , design interior one - way

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