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