| contributor author | Richard M. Szewczak | |
| contributor author | Erling A. Smith | |
| contributor author | John T. DeWolf | |
| date accessioned | 2017-05-08T20:50:44Z | |
| date available | 2017-05-08T20:50:44Z | |
| date copyright | July 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9445%281983%29109%3A7%281635%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29040 | |
| description abstract | Results are presented from an investigation on stiffening wideflange steel beams for torsional loading. Four types of stiffeners, involving either plate elements or small sections of channels, were used for pin ended, fix ended and cantilevered beams subject to either concentrated or distributed torques. Both the quantity and the location of the stiffeners were varied. A finite element analysis was used to develop design recommendations on the type of stiffener, the size, and the placement. | |
| publisher | American Society of Civil Engineers | |
| title | Beams with Torsional Stiffeners | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 7 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1983)109:7(1635) | |
| tree | Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 007 | |
| contenttype | Fulltext | |
