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This paper investigates the strength and stiffness of cold-formed steel purlins with sleeved and overlapped bolted connections through a series of bending tests. Results indicate that strength is often limited by plastic mechanism failures due to distortional and local buckling, with the rotational stiffness affected by connection length and bearing deformations. The study also includes a numerical and analytical assessment of the connections, highlighting the differences in performance between sleeved and

Author

david

Language

EN