Determine the load carrying capacity of a compound column consisting of ISMB 400 @ 61.6 kg/m with cover plate 300 x 20 mm on each flange and having a length of 5 m. One end of column is fixed and other is pined. Assume fy- 250 MPa. Consider the section as semi compact
Determine the load carrying capacity of a compound column consisting of ISMB 400 @ 61.6 kg/m with cover plate 300 x 20 mm on each flange and having a length of 5 m. One end of column is fixed and other is pined. Assume fy- 250 MPa. Consider the section as semi compact
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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Determine the load carrying capacity of a compound column consisting of ISMB 400 @ 61.6 kg/m with cover plate 300 x 20 mm on each flange and having a length of 5 m. One end of column is fixed and other is pined. Assume fy- 250 MPa. Consider the section as semi compact
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