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The two-way slab shown in the following Figure has been assumed to have a thickness of 7 in. Section A-A in the figure shows the beam cross section. Check the ACI equations to determine if the slab thickness is satisfactory for an interior panel. f = 3000 psi, fy = 60,000 psi, and normal- weight concrete. 23 23 19 1212 29h a. 7.20 (in) b. 6.65 (in) C. 6.18 (in) d. 7.84 (in)

The two-way slab shown in the following Figure has been assumed to have a thickness of 7 in. Section A-A in the figure shows the beam cross section. Check the ACI equations to determine if the slab thickness is satisfactory for an interior panel. f = 3000 psi, fy = 60,000 psi, and normal- weight concrete. 23 23 19 1212 29h a. 7.20 (in) b. 6.65 (in) C. 6.18 (in) d. 7.84 (in)

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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The two-way slab shown in the following Figure has been assumed to have a thickness of 7 in. Section A-A in the figure shows the beam cross section. Check the ACI equations to determine if the slab thickness is satisfactory for an interior panel. f = 3000 psi, fy = 60,000 psi, and normal- weight concrete. 23t 23ft 23t 19 ft all clum く !! IS i A 19t a. 7.20 (in) b. 6.65 (in) C. 6.18 (in) d. 7.84 (in)
Transcribed Image Text:The two-way slab shown in the following Figure has been assumed to have a thickness of 7 in. Section A-A in the figure shows the beam cross section. Check the ACI equations to determine if the slab thickness is satisfactory for an interior panel. f = 3000 psi, fy = 60,000 psi, and normal- weight concrete. 23t 23ft 23t 19 ft all clum く !! IS i A 19t a. 7.20 (in) b. 6.65 (in) C. 6.18 (in) d. 7.84 (in)
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