Wight's 10-1, Page 494. A five-span one-way slab is supported on 12-in wide beams with center- to-center spacing of 16-f
Posted: Mon May 16, 2022 12:36 pm
Wight's 10-1, Page 494. A five-span one-way slab is supported on 12-in wide beams with center- to-center spacing of 16-ft. The slab carries a superimposed dead load of 10 psf and a live load of 60 psf. Using f' = 4,000 psi and fy = 60,000 psi, design flexural reinforcement for the slab. Check shear capacity for the slab. Draw, using AutoCAD or similar, a longitudinal section or profile view showing the top and bottom reinforcement. Use Fig. A-5 (Page 1093) to locate bar cut-off points, and check development length.