Bearing Capacity Of Cold-Formed Unlipped Channels With Restrained Flanges - Eof And Iof Load Cases

Please use this identifier to cite or link to this item: http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/1391

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DC Field	Value	Language
dc.contributor.author	Janarthanan, B.
dc.contributor.author	Gunalan, S.
dc.contributor.author	Mahendran, M.
dc.date.accessioned	2021-02-12T04:08:14Z
dc.date.accessioned	2022-06-27T09:47:11Z	-
dc.date.available	2021-02-12T04:08:14Z
dc.date.available	2022-06-27T09:47:11Z	-
dc.date.issued	2015
dc.identifier.citation	Janarthanan, B., Mahendran, M., & Gunalan, S. (2015). Bearing capacity of cold‐formed unlipped channels with restrained flanges under EOF and IOF load cases. Steel Construction, 8(3), 146-154.
dc.identifier.uri	http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/1391	-
dc.description.abstract	The current cold-formed steel specifications (AISI S100, AS/NZS 4600 and Euro-code) do not include any design rules to determine the bearing capacities of unlipped channel sections subjected to one flange loadings when their flanges are fastened to supports. Hence an experimental study consisting of 28 tests was conducted to determine the bearing capacities of these sections used in floor systems. Using the results from this study, a new equation was proposed within the AISI S100 guidelines to determine the bearing capacities of cold-formed unlipped channels. A new design rule was also proposed based on the direct strength method.
dc.language.iso	en	en_US
dc.publisher	Nordic Steel Construction Conference 2015	en_US
dc.title	Bearing Capacity Of Cold-Formed Unlipped Channels With Restrained Flanges - Eof And Iof Load Cases	en_US
dc.type	Article	en_US
Appears in Collections:	Civil Engineering

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