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9.5 A 6-in. (150-mm) solid one-way slab carries a uniform dead load of 190 psf (9.2 kN/m²) (includ- ing its own weight) and a live load of 80 psf (3.9 kN/m²). The slab spans 12 ft (3.6 m) between 10-in.-(250-mm)-wide simple supports. Determine the necessary slab reinforcement using f = 4 ksi (28 MPa) and fy = 50 ksi (350 MPa).

9.5 A 6-in. (150-mm) solid one-way slab carries a uniform dead load of 190 psf (9.2 kN/m²) (includ- ing its own weight) and a live load of 80 psf (3.9 kN/m²). The slab spans 12 ft (3.6 m) between 10-in.-(250-mm)-wide simple supports. Determine the necessary slab reinforcement using f = 4 ksi (28 MPa) and fy = 50 ksi (350 MPa).

Structural Analysis
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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9.5 A 6-in. (150-mm) solid one-way slab carries a uniform dead load of 190 psf (9.2 kN/m²) (includ- ing its own weight) and a live load of 80 psf (3.9 kN/m²). The slab spans 12 ft (3.6 m) between 10-in.-(250-mm)-wide simple supports. Determine the necessary slab reinforcement using f = 4 ksi (28 MPa) and fy = 50 ksi (350 MPa).
Transcribed Image Text:9.5 A 6-in. (150-mm) solid one-way slab carries a uniform dead load of 190 psf (9.2 kN/m²) (includ- ing its own weight) and a live load of 80 psf (3.9 kN/m²). The slab spans 12 ft (3.6 m) between 10-in.-(250-mm)-wide simple supports. Determine the necessary slab reinforcement using f = 4 ksi (28 MPa) and fy = 50 ksi (350 MPa).
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