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Biaxial Bending of Steel Angle Section Beams

✍ Scribed by Trahair, N. S.

Book ID
120611772
Publisher
American Society of Civil Engineers
Year
2004
Tongue
English
Weight
138 KB
Volume
130
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