Problem 1: For the given one-way slab supported by beams as shown below, calculate the required spacing of \#4 rebar at location $B$ and $D$ , also check for maximum shear. Assume the concrete cover to be 0.75 ". if $f^{?}_{c} = 4 ksi, f_{y} = 60 ksi$ , normal weight concrete, Loads are $W_{D} = 70 psf, W_{L} = 80 psf, L_{n} = 20 ft$ , include the self-weight of the slab as dead load. Slab thickness of 10 inches.

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Problem 1: For the given one-way slab supported by beams as shown below, calculate the required spacing of \#4 rebar at location

B

and

D

, also check for maximum shear. Assume the concrete cover to be 0.75 ". if

f^{?}_{c} = 4 ksi, f_{y} = 60 ksi

, normal weight concrete, Loads are

W_{D} = 70 psf, W_{L} = 80 psf, L_{n} = 20 ft

, include the self-weight of the slab as dead load. Slab thickness of 10 inches.

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