Analysis of equal leg single-angle section beams subjected to biaxial bending and constant axial compressive force


Aydin M. R.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, vol.65, no.2, pp.335-341, 2009 (Journal Indexed in SCI) identifier identifier

  • Publication Type: Article / Article
  • Volume: 65 Issue: 2
  • Publication Date: 2009
  • Doi Number: 10.1016/j.jcsr.2008.04.009
  • Title of Journal : JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
  • Page Numbers: pp.335-341

Abstract

Single-angle section beams are generally loaded parallel to their geometrical axes and their cross-sections are not symmetrical to their principal axes. Even equal leg angle beams have only one symmetrical axis. Many types of loading cause biaxial bending and axial forces in these members. Since single-angle section beams are slender members, they also need to be analyzed in terms of flexural buckling, lateral torsional buckling and local buckling effects. In this study, a calculation procedure is presented to analyze the nominal loads of equal leg angle section beams loaded vertically to the axis of the beam. It is assumed that the axial force is composed of a constant compressive force. The constant axial force is only taken into consideration for the uniform compressive stress anti the second-degree effects caused in the cross-section. Thus only the biaxial bending moments remain. The first yield, full plastic and critical lateral torsional buckling moments for biaxial bending are calculated with respect to the slenderness of the beam anti the axial force. The nominal design force oil the cross-section is calculated according to the load and resistance factor design rules. The analysis proposed for the constant axial load can also be used for other axial forces, by using an iterative calculation procedure. (C) 2008 Elsevier Ltd. All rights reserved.