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Full plastic capacity of equal angle sections under biaxial bending and normal force

✍ Scribed by A.E. Charalampakis


Book ID
103829242
Publisher
Elsevier Science
Year
2011
Tongue
English
Weight
889 KB
Volume
33
Category
Article
ISSN
0141-0296

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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