Resistance and stability of steel channel section beams

Analysis of the resistance and stability of steel beam of channel section loaded in the plane parallel to beam web, which does not pass through shear center, is presented in the paper. The consequence of this is the creation of a torsional moment that generates normal stresses due to bimoment and s...

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Bibliographic Details
Main Author: Radosław Szczerba
Format: Article
Language:English
Published: Lublin University of Technology 2013-06-01
Series:Budownictwo i Architektura
Subjects:
Online Access:https://ph.pollub.pl/index.php/bia/article/view/2155

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