Given the following properties of beam: b=250mm, d=325mm and h=400mm a. Assuming the concrete is uncracked, compute the bending stresses in the extreme fibers of the beam at M=25 kN-m b. Determine the cracking moment for the section if f'c=21MPa c. compute the flexural stresses in the concrete and steel of the beam using the transformed-area method at M=25knm, n=9 and reinforced with 4-16mm diameter tension bars

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Given the following properties of beam: b=250mm, d=325mm and h=400mm a. Assuming the concrete is uncracked, compute the bending stresses in the extreme fibers of the beam at M=25 kN-m b. Determine the cracking moment for the section if f'c=21MPa c. compute the flexural stresses in the concrete and steel of the beam using the transformed-area method at M=25knm, n=9 and reinforced with 4-16mm diameter tension bars
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