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. fc’ = 20.7 MPa, fy = 276.5 MPa. a. Compute the nominal moment capacity (kN-m) of the overhanging portion of the section. b. Compute the depth of compression block in millimeters. c. Compute the area(mm²)of reinforcement needed for the T-section

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. fc’ = 20.7 MPa, fy = 276.5 MPa. a. Compute the nominal moment capacity (kN-m) of the overhanging portion of the section. b. Compute the depth of compression block in millimeters. c. Compute the area(mm²)of reinforcement needed for the T-section

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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