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    Wall Stud-to-Track Gap: Experimental Investigation

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    %28asce%291076-0431%282007%2913%3A2%28105%29.pdf (952.1Kb)
    Date
    2007
    Author
    R. A. LaBoube
    P. F. Findlay
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    Abstract
    Because 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
    URI
    http://yetl.yabesh.ir/yetl/handle/yetl/48765
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