: - Calculate the moment capacity of a doubly reinforced rectangular beam sect 300 mm wide x 600 mm deep by Limit State Method. The beam section is provided with 2 Nos 16 mm bars on the compression side and 5 Nos 16 mm bars on the tension side. Adopt M20 concrete and Fe-415 Steel. Concrete cover to the centre of reinforcement = d = 40 mm use IS code 300 mm 2 Nos. 16mm Bars

: - Calculate the moment capacity of a doubly reinforced rectangular beam sect 300 mm wide x 600 mm deep by Limit State Method. The beam section is provided with 2 Nos 16 mm bars on the compression side and 5 Nos 16 mm bars on the tension side. Adopt M20 concrete and Fe-415 Steel. Concrete cover to the centre of reinforcement = d = 40 mm use IS code 300 mm 2 Nos. 16mm Bars

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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