Bearing, Shear, and Torsion Capacities of Steel Angle Sections
β Scribed by Trahair, N. S.
- Book ID
- 120604780
- Publisher
- American Society of Civil Engineers
- Year
- 2002
- Tongue
- English
- Weight
- 65 KB
- Volume
- 128
- Category
- Article
- ISSN
- 0733-9445
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π SIMILAR VOLUMES
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
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