5.1 Use the approximate bending moment equation, Mu = 4 As d to calculate the bending moment capacity of a 1-ft wide strip of the slab shown below for two reinforcing bar arrangements: 12" Temprature & shrinkage Bars Bottom Bars Slab Section Concrete cover is 0.75 inch a) #6 bottom bars at 12" on-center b) #5 bottom bars at 9 on-center Material properties: Concrete f'c = 4,000 psi Steel fy = 60 ksi

5.1 Use the approximate bending moment equation, Mu = 4 As d to calculate the bending moment capacity of a 1-ft wide strip of the slab shown below for two reinforcing bar arrangements: 12" Temprature & shrinkage Bars Bottom Bars Slab Section Concrete cover is 0.75 inch a) #6 bottom bars at 12" on-center b) #5 bottom bars at 9 on-center Material properties: Concrete f'c = 4,000 psi Steel fy = 60 ksi

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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