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- W2377090986 abstract "Cold formed thin walled steel purlins, calculated according to Chinese Design Code (GB50018—2002), mostly can not have their section fully effective. Lipped channel and Z section with compression flange not fully effective, have no more any symmetry, so that their stress analysis become quite complicated. In conformity to the working conditions of purlins subjected to gravity load, this paper revealed that distortional buckling does not play a decisive role in this case and thereby releasing the severe restriction on the effectiveness of plate elements, making the calculation simple and the design less costly in material consumption." @default.
- W2377090986 created "2016-06-24" @default.
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- W2377090986 date "2003-01-01" @default.
- W2377090986 modified "2023-09-28" @default.
- W2377090986 title "Effective section of cold-formed steel purlins" @default.
- W2377090986 hasPublicationYear "2003" @default.
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