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