Lateral-torsional buckling capacities of coped girders
conference paper
The lateral torsional buckling resistance of girders depends on the support conditions. In floor structures for buildings coped girders are often used. In a recent study, a numerical model was developed to investigate the influence of copes on the lateral buckling resistance. This model is described in an companion paper [ 1 J. In this paper results of a parameter study carried out with the numerical model are presented. The study is restricted to girders with end plates
TNO Identifier
330262
Publisher
CMM
Source title
3rd European Conference on Steel Structures (Eurosteel 2002). Proceedings of the 3rd Conference on Steel Structures, Auditorio Laginha Serafim, Coimbra, Portugal, 19-20 September / A. Lamas, L.S. da Silva
Place of publication
Coimbra
Pages
251-260 (Volume 1
Files
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