| contributor author | D. Popovic | |
| contributor author | G. J. Hancock | |
| contributor author | K. J. R. Rasmussen | |
| date accessioned | 2017-05-08T20:58:01Z | |
| date available | 2017-05-08T20:58:01Z | |
| date copyright | June 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%290733-9445%282001%29127%3A6%28600%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33617 | |
| description abstract | This paper describes a series of compression tests on cold-formed equal angles with slender cross section. The angles were tested between pinned ends and loaded axially with eccentric load, which caused bending parallel with a leg. The test data are compared with the design rules of the Australian and American specifications for cold-formed and hot-rolled steel structures, as well as an ASCE standard. The rules of the specifications for cold-formed steel structures are shown to be very conservative. The cause of the conservatism is explained and improved design rules are proposed. | |
| publisher | American Society of Civil Engineers | |
| title | Compression Tests on Cold-Formed Angles Loaded Parallel with a Leg | |
| type | Journal Paper | |
| journal volume | 127 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2001)127:6(600) | |
| tree | Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 006 | |
| contenttype | Fulltext | |
