STRENGTH OF BIAXIALLY LOADED RECTANGULAR HOLLOW STRUCTURAL SECTION BEAM COLUMNS.

Research output: Contribution to journalArticle

Abstract

Equations are derived for determination of the strength of rectangular beam columns subjected to uniaxial bending. For biaxial bending, an improved exponential interaction equation is given. The correct exponent is worked out and the proposed equations are shown to be very close and only slightly conservative approximations of the theoretical limiting strength of sections. The proposed equations are applicable for compact square and rectangular hollow structural section beam columns.

Original languageEnglish (US)
JournalRoyal Military College of Canada, Civil Engineering Research Report
Issue number79-2
StatePublished - Jan 1 1979

ASJC Scopus subject areas

  • Engineering(all)

Cite this

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title = "STRENGTH OF BIAXIALLY LOADED RECTANGULAR HOLLOW STRUCTURAL SECTION BEAM COLUMNS.",
abstract = "Equations are derived for determination of the strength of rectangular beam columns subjected to uniaxial bending. For biaxial bending, an improved exponential interaction equation is given. The correct exponent is worked out and the proposed equations are shown to be very close and only slightly conservative approximations of the theoretical limiting strength of sections. The proposed equations are applicable for compact square and rectangular hollow structural section beam columns.",
author = "Unnikrishna Pillai",
year = "1979",
month = "1",
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language = "English (US)",
journal = "Royal Military College of Canada, Civil Engineering Research Report",
number = "79-2",

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N2 - Equations are derived for determination of the strength of rectangular beam columns subjected to uniaxial bending. For biaxial bending, an improved exponential interaction equation is given. The correct exponent is worked out and the proposed equations are shown to be very close and only slightly conservative approximations of the theoretical limiting strength of sections. The proposed equations are applicable for compact square and rectangular hollow structural section beam columns.

AB - Equations are derived for determination of the strength of rectangular beam columns subjected to uniaxial bending. For biaxial bending, an improved exponential interaction equation is given. The correct exponent is worked out and the proposed equations are shown to be very close and only slightly conservative approximations of the theoretical limiting strength of sections. The proposed equations are applicable for compact square and rectangular hollow structural section beam columns.

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