Research Article
Mar 1973
Ultimate Strength of Biaxially Loaded Steel H-Columns
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VIEW THE REPLYAuthors: Wai F. Chen, M.ASCE, and Toshio Atsuta, AM.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 99, Issue 3
Abstract
Computations to obtain the ultimate strength of a biaxially loaded column are fairly involved and, at present, only numerical methods are available to obtain the best possible solutions for most cases. For practical purposes, however, these numerical approaches are often laborious. This paper presents an approximate method based on an idealized biaxial interaction equation of the cross section which leads to algebraic relations between axial force and biaxial bending moments in the ultimate state of the column, from which numerical design charts may be prepared. Numerical examples are shown for a symmetric as well as an unsymmetric loading case.
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Published In
Journal of the Structural Division
Volume 99 • Issue 3 • March 1973
Pages: 469 - 489
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Mar 1973
Published online: Feb 1, 2021
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Wai F. Chen, M.ASCE
Assoc. Prof. of Civ. Engrg., Fritz Engrg. Lab., Lehigh Univ., Bethlehem, Pa.
Toshio Atsuta, AM.ASCE
Engr., Ocean Engrg. Dept., Kohe Ship Building Div., Kawasaki Heavy Ind., Ltd., Japan; Formerly Grad. Student, Dept. of Civ. Engrg., 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.