4. An isolated T-beam is composed of a flange 700 mm wide and 150 mm deep poured monolithically with a web of 250 mm width which extends 600 mm below the bottom surface of the flange to produce a beam of 750 mm in total depth, h. If the effective depth, d is 650 mm, determine the required area of tensile reinforcement using fc' = 21 MPa and fy = 415 MPa. Design factored moment is 800 kN-m. (a) 2903 sqmm (b) 3725 sqmm (c) 3632 sqmm (d) 3673 sqmm (e) 1535 sqmm.

4. An isolated T-beam is composed of a flange 700 mm wide and 150 mm deep poured monolithically with a web of 250 mm width which extends 600 mm below the bottom surface of the flange to produce a beam of 750 mm in total depth, h. If the effective depth, d is 650 mm, determine the required area of tensile reinforcement using fc' = 21 MPa and fy = 415 MPa. Design factored moment is 800 kN-m. (a) 2903 sqmm (b) 3725 sqmm (c) 3632 sqmm (d) 3673 sqmm (e) 1535 sqmm.

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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