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Lateral Torsional Buckling Response of Steel Beam with Different Boundary Conditions and Loading

✍ Scribed by Dahmani, L.; Boudjemia, A.

Book ID
127069285
Publisher
Springer
Year
2014
Tongue
English
Weight
274 KB
Volume
46
Category
Article
ISSN
0039-2316

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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