Eurocode 3 and the in-plane stability of portal frames

J.B.P. Lim, C. King, A. Rathbone, J. Davies, V. Edmondson

Research output: Contribution to journalArticle

9 Citations (Scopus)

Abstract

Simple design rules are proposed that will enable engineers to take into account in-plane stability when designing single-storey steel portal frames plastically to Eurocode 3, without the need to resort to second-order elastic-plastic analysis software. The proposed design rules, developed from the results of a parametric study of different types of frame, are based on the Merchant-Rankine reduction method and take into account a modest amount of benefit from strain-hardening. A simple hand method for estimating the elastic critical load, required for calculating the Merchant-Rankine reduction, is also presented. From the results of the parametric study, the proposed design rules place frames into one of two categories: - Category A: Regular, symmetric and mono-pitched frames - Category B: Frames that fall outside of Category A but excluding tied portals For each category of frame, a reduction factor based on the Merchant-Rankine reduction method is proposed.
Original languageEnglish
Pages (from-to)43-49
Number of pages6
JournalThe Structural Engineer
Volume83
Issue number21
Publication statusPublished - 1 Nov 2005

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Keywords

  • Eurocode 3
  • Merchant-Rankine reduction
  • portal frames
  • manufacture
  • design
  • strain

Cite this

Lim, J. B. P., King, C., Rathbone, A., Davies, J., & Edmondson, V. (2005). Eurocode 3 and the in-plane stability of portal frames. The Structural Engineer, 83(21), 43-49.