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This document presents a theoretical model for analyzing the lateral buckling stability of unrestrained thin-walled beams with open cross-sections. The model uses kinematic relationships to describe the displacements of points on the beam cross-section in terms of displacements of the shear center. Strain components are derived from these displacements. Coefficients used in the Eurocode 3 for buckling analysis of mono-symmetric I-beams are recomputed using Ritz and Galerkin methods. Results from the theoret

Author

saber javid

Language

EN