I’m struggling on my homework. Please help, i will leave a good review! Design a simply-supported one-way slab to carry a uniformly distributed live load of 600 psf. Thespan is 13 feet center-to-center of supports. Use f'c =design steps. Draw a sketch of the reinforced concrete slab and label all the reinforcement sizesand spacings. The slab is not exposed to weather and is not in contact with ground.4,000 psi and fy = 60,000 psi. Show all

One-way slab: If the ratio of longer span to the shorter span is equal to or greater than two then…

Design a simply-supported one-way slab to carry a uniformly distributed live load of 600 psf. The span is 13 feet center-to-center of supports. Use f'c = 4,000 psi and fy = 60,000 psi. Show all design steps. Draw a sketch of the reinforced concrete slab and label all the reinforcement sizes and spacings. The slab is not exposed to weather and is not in contact with ground.

Design a simply-supported one-way slab to carry a uniformly distributed live load of 600 psf. The span is 13 feet center-to-center of supports. Use f'c = 4,000 psi and fy = 60,000 psi. Show all design steps. Draw a sketch of the reinforced concrete slab and label all the reinforcement sizes and spacings. The slab is not exposed to weather and is not in contact with ground.

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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