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- W2056660764 abstract "The design code, Canadian Standard S16.1-1974, permits ultimate strength design steel H columns subjected to axial load and biaxial bending moment. However, this is permitted only for sections in which the flange width to section depth ratio is equal to or greater than 0.8. In this paper a simple modification to the previous formulas is proposed which enables the restriction on flange width to section depth ratio to be removed so that they are also applicable to steel I columns." @default.
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- W2056660764 date "1976-09-01" @default.
- W2056660764 modified "2023-09-25" @default.
- W2056660764 title "Design criteria for steel I columns under axial load and biaxial bending" @default.
- W2056660764 cites W590910301 @default.
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- W2056660764 doi "https://doi.org/10.1139/l76-047" @default.
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