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Compute for the moment capacity of the beam section as shown in kN-m. fe- 21 MPa, Fy = 414 MPa, As - 2-25mm dia, and consider steel yields, thus, T-Asfy. 100mm 100mm 200mm 100mm 100mm

Compute for the moment capacity of the beam section as shown in kN-m. fe- 21 MPa, Fy = 414 MPa, As - 2-25mm dia, and consider steel yields, thus, T-Asfy. 100mm 100mm 200mm 100mm 100mm

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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Compute for the moment capacity of the beam section as shown in kN-m. fe - 21 MPa, Fy- 414 MPa, As - 2-25mm dia, and consider steel yields, thus, T-AsFy. 100mm 100mm, 200mm 100mm 100mm 250mm 735mm Boormm 100mm 400mm 100mm
Transcribed Image Text:Compute for the moment capacity of the beam section as shown in kN-m. fe - 21 MPa, Fy- 414 MPa, As - 2-25mm dia, and consider steel yields, thus, T-AsFy. 100mm 100mm, 200mm 100mm 100mm 250mm 735mm Boormm 100mm 400mm 100mm
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