| contributor author | Julie Mills | |
| contributor author | Roger LaBoube | |
| date accessioned | 2017-05-08T20:58:53Z | |
| date available | 2017-05-08T20:58:53Z | |
| date copyright | November 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%290733-9445%282004%29130%3A11%281799%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34197 | |
| description abstract | Cold-formed C channel sections have been used in portal frame construction for agricultural and light industrial sheds for many years in Australia. The knee joint designs have been copied from hot-rolled portal frames, regardless of the fact that many designers believe this is not realistic. Earlier testing conducted at the Univ. of South Australia demonstrated that these concerns were justified and that the joint designs widely used in practice do not match the moment capacity of the sections and fail prematurely. An alternative joint design has been developed using self-drilling screws. The joint demonstrates excellent moment capacity and rigidity, and is simple to design. A similar joint has also been examined for the ridge connections, which are at a lower angle than the knee joints. This paper describes the development and testing of the self-drilling screw joints, as well as summarizing testing of the conventional joints. | |
| publisher | American Society of Civil Engineers | |
| title | Self-Drilling Screw Joints for Cold-Formed Channel Portal Frames | |
| type | Journal Paper | |
| journal volume | 130 | |
| journal issue | 11 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2004)130:11(1799) | |
| tree | Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 011 | |
| contenttype | Fulltext | |