Interaction between chord compactness and lacing slenderness in CFS built-up columns
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DOI: 10.1016/j.istruc.2021.01.065
Abstract: Abstract Axial load-resisting capacity of a cold-formed steel (CFS) built-up laced column primarily depends on the unbraced chord slenderness, slenderness ratio of lacings, overall slenderness ratio, and geometry of column sections. Unlike hot-rolled steel built-up… read more here.
Keywords: slenderness; cfs built; built columns; lacing slenderness ... See more keywords