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Design a simple-span one-way slab to carry a uniformly distributed live load of 450 psf. this...

Design a simple-span one-way slab to carry a uniformly distributed live load of 450 psf. this is the only load to be supported other than the self weight of the slab. the span is 7-ft, center-to-center of the supports. Assume f'c = 4000 psi, fy = 60000 psi. Design per foot of width.

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