Buckling resistance of compression members with back‐to‐back connected angle sections

Author:

Beyer André,Bureau Alain1,Jaspart Jean‐Pierre2

Affiliation:

1. Steel Construction Division CTICM Saint‐Aubin France

2. Department ArGEnCo Liège University Liège Belgium

Publisher

Wiley

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference5 articles.

1. CEN(2005)EN 1993‐1‐1: Eurocode 3: Design of steel structures – Part 1‐1: General rules and rules for buildings. Brussels.

2. CEN/CENELEC(2015)EN 50341‐1: Overhead electrical lines exceeding AC 1 kV ‐ Part 1: General requirements ‐ Common specifications. Brussels.

3. ECCS TC 8 Publication n°39(1985)Recommendations For Angles in Lattice Transmission Towers. Brussels.

4. AFNOR(2008)NF EN 1993‐3‐1/NA: Eurocode 3: Design of steel structures – Part 3‐1: Towers masts and chimneys – Towers and masts – National Annex to NF EN 1993‐3‐1:2007.

5. CEN(2005)EN 1993‐1‐8: Eurocode 3: Design of steel structures – Part 1‐8: Design of joints. Brussels

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