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Flexural-torsional buckling of stepped beams subjected to pure bending

✍ Scribed by Jong Sup Park; Young-Jong Kang

Publisher
Korean Society of Civil Engineers
Year
2004
Tongue
English
Weight
613 KB
Volume
8
Category
Article
ISSN
1226-7988

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Flexural strength limits of steel single-angle section beams should be calculated based on the full plastic moment capacities, local buckling resistance and lateral torsional buckling capacities of the angle sections. The angle section beams are generally under the effect of external loads applied a