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European Commission

technical steel researchSteel structures

Lateral torsional buckling in steel and

composite beams

R. Maquoi (1), C. Heck (1), V. de Ville de Goyet (2), M. Braham (3), C. Richard (3),C. Mller (4), K. Weynand (5), Y. Gala (6), A. Bureau (6), F. Espiga (7),

P. Croce (8), S. Caramelli (8), L.-G. Cajot (9), M. Haller (9)

(1) Universit de LigeDpartement M&S, chemin des Chevreuils 1, B-4000 Lige

(2) Bureau dtudes GreischParc scientifique du Sart-Tilman, alle des Noisetiers 25, B-4031 Lige

(3)Astron BuildingsRoute dEttelbruck, BP 152, L-9202 Diekirch

(4) RWTHLehrstuhl fr Stahlbau, Mies-van-der-Rohe Strae 1, D-52074 Aachen

(5) PSP TechnologienPauwelsstrae 19, D-52074 Aachen

(6) CTICMDomaine de Saint-Paul, route de Limoux, F-78470 Saint-Rmy-ls-Chevreuse

(7) LabeinCuesta de Olabeaga, 16, Apartado 1234, E-48013 Bilbao

(8) Universit di PisaVia Diotisalvi, 2, I-56126 Pisa

(9) ProfilArbed66, rue de Luxembourg, L-4221 Esch-sur-Alzette

Contract No 7210-PR/1831 September 1999 to 31 August 2002

Final report

Directorate-General for Research

2003 EUR 20888 EN

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LEGAL NOTICE

Neither the European Commission nor any person acting on behalf of the Commissionis responsible for the use which might be made of the following information.

A great deal of additional information on the European Union is available on the Internet.It can be accessed through the Europa server (http://europa.eu.int).

Cataloguing data can be found at the end of this publication.

Luxembourg: Office for Official Publications of the European Communities, 2003

ISBN 92-894-6414-3

European Communities, 2003Reproduction is authorised provided the source is acknowledged.

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PRINTED ON WHITE CHLORINE-FREE PAPER

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