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. Compute the elastic section modulus of the given beam. Compute the radius of gyration of the given beam. Compute the plastic section modulus of the given beam.

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. Compute the elastic section modulus of the given beam. Compute the radius of gyration of the given beam. Compute the plastic section modulus of the given beam.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter2: Concepts In Structural Steel Design

Section: Chapter Questions

Problem 2.1P: A column in a building is subjected to the following load effects: 9 kips compression from dead load...

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