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

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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

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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 1
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 1 (25.46 KiB) Viewed 50 times
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.
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