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dc.contributor.authorR. A. LaBoube
dc.contributor.authorP. F. Findlay
dc.date.accessioned2017-05-08T21:22:13Z
dc.date.available2017-05-08T21:22:13Z
dc.date.copyrightJune 2007
dc.date.issued2007
dc.identifier.other%28asce%291076-0431%282007%2913%3A2%28105%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/48765
dc.description.abstractBecause of an increasing interest in the use of cold-formed steel for commercial and residential framing, both design and installation guidelines are needed. The wall framing, which typically consists of axial load bearing C-section studs, is laterally braced and attached at the bottom and top of the wall to a track section. The common bottom and top attachment consists of the wall stud and track of nominally the same cross-section depth. Because the nominal depths of the C-section and the track are similar, a tight connection is often not achieved and a gap occurs. The
dc.publisherAmerican Society of Civil Engineers
dc.titleWall Stud-to-Track Gap: Experimental Investigation
dc.typeJournal Paper
dc.journal.volume13
dc.journal.issue2
dc.journal.titleJournal of Architectural Engineering
dc.identifier.doi10.1061/(ASCE)1076-0431(2007)13:2(105)
dc.treeJournal of Architectural Engineering:;2007:;Volume ( 013 ):;issue: 002
dc.contenttypeFulltext


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