SITUATION I: A built up beam is made up of 1250 mm x 9 mm web section and two flange sections of 620 x 20 mm plate. It has a span of 14 m and carries a uniform load of 40 kN/m including the self-weight. Use A 36 steel Fy = 248 MPa. 1) Compute the elastic section modulus of the given beam. 2) Compute the radius of gyration of the given beam. 3) Compute the plastic section modulus of the given beam.

SITUATION I: A built up beam is made up of 1250 mm x 9 mm web section and two flange sections of 620 x 20 mm plate. It has a span of 14 m and carries a uniform load of 40 kN/m including the self-weight. Use A 36 steel Fy = 248 MPa. 1) Compute the elastic section modulus of the given beam. 2) Compute the radius of gyration of the given beam. 3) Compute the plastic section modulus of the given beam.

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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