Research Article
Mar 1974
Design Criteria for H-Columns under Biaxial Loading
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VIEW THE REPLYAuthors: Negussie Tebedge and Wai-Fah Chen, M.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 100, Issue 3
Abstract
Several design criteria for isolated, simply supported steel H-columns subjected to compression and combined with biaxial bending are examined. The load carrying capacity of the columns is presented in terms of interaction surfaces. Three classes of problems are considered: short columns, long columns under symmetrical loading, and long columns under unsymmetrical loading conditions. The interaction surfaces are given in forms of tables suitable for analysis and design. Simple approximate formulas are also developed as an alternative method for the designer. The results are compared with the current Column Research Council design formulas.
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Published In
Journal of the Structural Division
Volume 100 • Issue 3 • March 1974
Pages: 579 - 598
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: Mar 1974
Published online: Feb 1, 2021
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Authors
Affiliations
Negussie Tebedge
Engr., Centre Technique Industriel de la Construction Metallique, Paris, France; formerly Postdoctoral Research Assoc., Fritz Engrg. Lab., Lehigh Univ., Bethlehem, Pa.
Wai-Fah Chen, M.ASCE
Assoc. Prof. of Civ. Engrg., Fritz Engrg. Lab., Lehigh Univ., Bethlehem, Pa.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.