Show the detailing of the flexural reinforcement

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Design Span S2 of the continuous one-way slab example (we designed Span Si in class). Use ACI coefficients. The slab is to support a service live load of 170 psf in addition to its own weight. fc' = 3,000 psi and fy= 40,000 psi. The slab is to be considered integrally with its spandrel girder supports. Show the detailing of the Flexural reinforcement.

Reference no: EM131011138

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