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
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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2e4d2b95-b7f6-441c-a715-027303b99c4c%2Ff5e52d6f-b2f0-409e-9585-d2450787d98a%2Fj8eeifd_processed.png&w=3840&q=75)
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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