𝔖 Bobbio Scriptorium
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Buckling and Torsion of Steel Equal Angle Beams

✍ Scribed by Trahair, N. S.


Book ID
120604783
Publisher
American Society of Civil Engineers
Year
2005
Tongue
English
Weight
109 KB
Volume
131
Category
Article
ISSN
0733-9445

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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