| contributor author | R. A. LaBoube | |
| contributor author | P. F. Findlay | |
| date accessioned | 2017-05-08T21:22:13Z | |
| date available | 2017-05-08T21:22:13Z | |
| date copyright | June 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%291076-0431%282007%2913%3A2%28105%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/48765 | |
| description 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 | |
| publisher | American Society of Civil Engineers | |
| title | Wall Stud-to-Track Gap: Experimental Investigation | |
| type | Journal Paper | |
| journal volume | 13 | |
| journal issue | 2 | |
| journal title | Journal of Architectural Engineering | |
| identifier doi | 10.1061/(ASCE)1076-0431(2007)13:2(105) | |
| tree | Journal of Architectural Engineering:;2007:;Volume ( 013 ):;issue: 002 | |
| contenttype | Fulltext | |