Please use this identifier to cite or link to this item: http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/1846
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dc.contributor.authorJanarthanan
dc.date.accessioned2021-03-15T03:01:35Z
dc.date.accessioned2022-06-27T10:08:01Z-
dc.date.available2021-03-15T03:01:35Z
dc.date.available2022-06-27T10:08:01Z-
dc.date.issued2021
dc.identifier.urihttp://repo.lib.jfn.ac.lk/ujrr/handle/123456789/1846-
dc.description.abstractThe 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 methoden_US
dc.language.isoenen_US
dc.titleBEARING CAPACITY OF COLD-FORMED UNLIPPED CHANNELS WITH RESTRAINED FLANGES - EOF AND IOF LOAD CASESen_US
dc.typeArticleen_US
Appears in Collections:Interdisciplinary Studies

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