| contributor author | Colin A. Rogers | |
| contributor author | Gregory J. Hancock | |
| date accessioned | 2017-05-08T20:57:08Z | |
| date available | 2017-05-08T20:57:08Z | |
| date copyright | July 1998 | |
| date issued | 1998 | |
| identifier other | %28asce%290733-9445%281998%29124%3A7%28798%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33012 | |
| description abstract | Cold formed structural members are fabricated from sheet steels that must meet various material requirements prescribed in applicable national design standards. These requirements ensure that 1) stress concentrations can be redistributed and 2) members and connections can undergo a minimum amount of displacement without a loss in structural performance. The 1996 Australian/New Zealand AS/NZS 4600 and both North American cold formed steel design standards, CSA-S136 and AISI, allow for the use of thin ( | |
| publisher | American Society of Civil Engineers | |
| title | Bolted Connection Tests of Thin G550 and G300 Sheet Steels | |
| type | Journal Paper | |
| journal volume | 124 | |
| journal issue | 7 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1998)124:7(798) | |
| tree | Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 007 | |
| contenttype | Fulltext | |
