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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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