| contributor author | Christopher T. Willis | |
| contributor author | Benjamin Wallace | |
| date accessioned | 2017-05-08T20:53:51Z | |
| date available | 2017-05-08T20:53:51Z | |
| date copyright | August 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9445%281990%29116%3A8%282061%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30904 | |
| description abstract | Full‐scale tests of cold‐formed steel C‐ and Z‐section purlins supporting conventional (through‐fastened) metal‐building roof panels were tested under gravity loading. Both single‐ and triple‐span tests were conducted on each type of purlin. Test data is presented that indicates that fastener location affects the gravity‐load capacity of C‐section purlins due to the location's effect on the torsional restraint supplied by the panels to the purlin. No effect of fastener location was noted on the capacity of Z‐section purlins. Test data are also presented that indicate that the current edition of the AISI specification (AISI: | |
| publisher | American Society of Civil Engineers | |
| title | Behavior of Cold‐Formed Steel Purlins Under Gravity Loading | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 8 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1990)116:8(2061) | |
| tree | Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 008 | |
| contenttype | Fulltext | |
