The frame shown in Figure 1 supports a 6 in. concrete slab, a superimposed dead load of 40 psf, and a live load of 80 psf. The concrete has a f'c = 4000 psi and reinforced steel strength fy = 60,000 psi. Design the slab reinforcement using a maximum positive moment of wl²/11 for the end span between gridlines 1 and 2 and # 3 bars. Include the temperature and shrinkage reinforcement. Perform all necessary checks, list all assumptions, and include the final sketches. 15 ft 1 (2 3 3 @ 7 ft 21 ft Figure 1 B A

The frame shown in Figure 1 supports a 6 in. concrete slab, a superimposed dead load of 40 psf, and a live load of 80 psf. The concrete has a f'c = 4000 psi and reinforced steel strength fy = 60,000 psi. Design the slab reinforcement using a maximum positive moment of wl²/11 for the end span between gridlines 1 and 2 and # 3 bars. Include the temperature and shrinkage reinforcement. Perform all necessary checks, list all assumptions, and include the final sketches. 15 ft 1 (2 3 3 @ 7 ft 21 ft Figure 1 B A

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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