Please use the NSCP 2015. Thank you. A T-section has a flange width of 750 mm, thickness of flange is 50 mm. Effectivedepth is 750 mm with a width of web section of 350 mm. The beam is subjected to a factoredmoment Mu=816 kN – m, concrete has a strength of 21 MPa and that the yield stress of thesteel is 277 MPa. Determine the following:a. Nominal moment capacity of the overhanging portion of the section.b. Depth of the compression blockc. Area of reinforcement

Solution: Givendata: bf = 750 mm tf = 50 mm d = 750 mm bw = 350 mm Mu = 816 kN.m fc' = 20.7 Mpa fy =…

Answered: a. Nominal moment capacity of the…

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

Section: Chapter Questions

Problem 1P

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