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.