SITUATION 3. A rectangular beam has b = 300 mm, d = 500 mm, As = 6 – 32 mm, fc = 27.6 MPa and uses Grade 60 reinforcement. a. Determine depth of compression block. b. Determine the nominal moment capacity. c. Determine the safe uniform live load to be applied if it carries an imposed deadload of 10 kN/m over a simply supported span of 5 m.

SITUATION 3. A rectangular beam has b = 300 mm, d = 500 mm, As = 6 – 32 mm, fc = 27.6 MPa and uses Grade 60 reinforcement. a. Determine depth of compression block. b. Determine the nominal moment capacity. c. Determine the safe uniform live load to be applied if it carries an imposed deadload of 10 kN/m over a simply supported span of 5 m.

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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