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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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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