DESIGN OF RECTANGULAR HOLLOW STRUCTURAL SECTION BEAM-COLUMNS.

Research output: Chapter in Book/Report/Conference proceedingChapter

Abstract

Linear interaction equations are recommended in various specifications for the design of biaxially bent beam columns. These are based on the performance of wide flange sections and are, in general, highly conservative. In this paper, simple interaction equations of the exponential form are proposed for the limit states design of square and rectangular hollow structural section beam columns subject to biaxial bending. The proposed equations are shown to be close and slightly conservative approximations of theoretical limiting strengths of sections. They are applicable for compact sections.

Original languageEnglish (US)
Title of host publicationUnknown Host Publication Title
PublisherASCE
Pages392-406
Number of pages15
Publication statusPublished - 1977
EventInt Colloq on Stab of Struct Under Static and Dyn Loads, Proc - Washington, DC, USA
Duration: May 17 1977May 19 1977

Other

OtherInt Colloq on Stab of Struct Under Static and Dyn Loads, Proc
CityWashington, DC, USA
Period5/17/775/19/77

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ASJC Scopus subject areas

  • Engineering(all)

Cite this

Pillai, U. (1977). DESIGN OF RECTANGULAR HOLLOW STRUCTURAL SECTION BEAM-COLUMNS. In Unknown Host Publication Title (pp. 392-406). ASCE.