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contributor authorR. A. LaBoube
contributor authorP. F. Findlay
date accessioned2017-05-08T21:22:13Z
date available2017-05-08T21:22:13Z
date copyrightJune 2007
date issued2007
identifier other%28asce%291076-0431%282007%2913%3A2%28105%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48765
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
publisherAmerican Society of Civil Engineers
titleWall Stud-to-Track Gap: Experimental Investigation
typeJournal Paper
journal volume13
journal issue2
journal titleJournal of Architectural Engineering
identifier doi10.1061/(ASCE)1076-0431(2007)13:2(105)
treeJournal of Architectural Engineering:;2007:;Volume ( 013 ):;issue: 002
contenttypeFulltext


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