12) Determine the shear capacity, øVc, for a one foot- wide design strip for a solid 8 in. deep of normal weight concrete. fc=3 ksi, fy = 40 ksi, d= 6.94 in. one-way slab

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12) Determine the shear capacity, øVc, for a one foot- wide design strip for a solid one-way slab
8 in. deep of normal weight concrete. f'c=3 ksi, fy= 40 ksi, d= 6.94 in.
Transcribed Image Text:12) Determine the shear capacity, øVc, for a one foot- wide design strip for a solid one-way slab 8 in. deep of normal weight concrete. f'c=3 ksi, fy= 40 ksi, d= 6.94 in.
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