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Can I read Web Crippling of Cold-formed Unlipped Channels with Flanges Restrained on EtoBox?
Web Crippling of Cold-formed Unlipped Channels with Flanges Restrained by Ben Young; Gregory J. Hancock is a Engineering article available to read on EtoBox.
What is Web Crippling of Cold-formed Unlipped Channels with Flanges Restrained about?
The paper describes a series of web crippling tests on cold-formed unlipped channels with flanges restrained (fastened) as well as channels with flanges unrestrained (unfastened). The tests were performed under end and interior two-flange loading conditions specified in the North American Specification and Australian/New Zealand Standard for cold-formed steel structures, namely end-two-flange and interior-two-flange loading conditions. The concentrated load was applied by a bearing plate at the top flange of the channels, and the reaction force applied by an identical bearing plate at the bottom flange of the channels. The bearing plates acted across the full flange widths of the channels. The flanges of the channels were either bolted to one or two bearing plates for the specimens with flanges restrained. The web crippling test strengths are compared with the design strengths obtained using the North American Specification, Australian/New Zealand Standard and American Iron and Steel Institute Specification for cold-formed steel structures. It is shown that the design strengths predicted by the North American Specification using the unfastened design rules are generally conservativ
Who reads Web Crippling of Cold-formed Unlipped Channels with Flanges Restrained?
It is typically read by researchers, students, and practitioners in Engineering.
- Author
- Ben Young; Gregory J. Hancock
- Publisher
- Elsevier Science; Elsevier ; Elsevier BV (ISSN 0263-8231)
- Published
- 2004
- Language
- EN
- Field
- Engineering (Physical Sciences)