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The floor system  consists of a continuous one-way-slab supported by continuous beams.  The service loads on the floor are 25-psf dead load (does not include weight of slab) and 250-psf live load. Use f'c =3000 psi (normal-weight concrete) and f y = 60,000 psi.  The bars are uncoated. Design the continuous one-way floor slab. B. Design the continuous supporting beam.
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