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a. Nominal moment capacity of the overhanging portion of the section. b. Depth of the compression block c. Area of reinforcement

a. Nominal moment capacity of the overhanging portion of the section. b. Depth of the compression block c. Area of reinforcement

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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A T-section has a flange width of 750 mm, thickness of flange is 50 mm. Effective depth is 750 mm with a width of web section of 350 mm. The beam is subjected to a factored moment Mu=816 kN – m, concrete has a strength of 21 MPa and that the yield stress of the steel is 277 MPa. Determine the following: a. Nominal moment capacity of the overhanging portion of the section. b. Depth of the compression block c. Area of reinforcement
Transcribed Image Text:A T-section has a flange width of 750 mm, thickness of flange is 50 mm. Effective depth is 750 mm with a width of web section of 350 mm. The beam is subjected to a factored moment Mu=816 kN – m, concrete has a strength of 21 MPa and that the yield stress of the steel is 277 MPa. Determine the following: a. Nominal moment capacity of the overhanging portion of the section. b. Depth of the compression block c. Area of reinforcement
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