Calculate the ultimate moment capacity of the beam whose width is 400mm and effective depth, d = 700. The distance of the centroid of bars from the extreme concrete fiber is 80 mm. The compression steel area is 1953 mm2 and the tension steel area is 4,784 mm2. Use fy = 415 MPa and f’c = 34.5 MPa. Use the NSCP 2015.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Calculate the ultimate moment capacity of the beam whose width is 400mm and effective depth, d = 700. The distance of the centroid of bars from the extreme concrete fiber is 80 mm. The compression steel area is 1953 mm2 and the tension steel area is 4,784 mm2. Use fy = 415 MPa and f’c = 34.5 MPa. Use the NSCP 2015.

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