| contributor author | Osama Bedair | |
| date accessioned | 2017-05-08T21:58:17Z | |
| date available | 2017-05-08T21:58:17Z | |
| date copyright | February 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29sc%2E1943-5576%2E0000115.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/67759 | |
| description abstract | The paper examines the behavior of lightweight channels under combinations of axial compression, major and minor axis bending. Design guidelines are proposed that can be used by practicing engineers to maximize the channel section performance. Results are presented showing the design space of several North American standard cold-formed steel sections subjected to this load combination. A three-dimensional multistory building model is used to demonstrate cost-effective design strategies that cope with challenges encountered in practice. The influence of the flange, web size, and section thickness on the ultimate strength and serviceability of the channel section are also highlighted. The study leads to significant guidelines that can be used by practicing engineers and steel fabricators in order to optimize the section sizes under this load combination. | |
| publisher | American Society of Civil Engineers | |
| title | Practical Design Considerations for Lightweight Channels under Combined Compression, Major and Minor Axis Bending | |
| type | Journal Paper | |
| journal volume | 16 | |
| journal issue | 1 | |
| journal title | Practice Periodical on Structural Design and Construction | |
| identifier doi | 10.1061/(ASCE)SC.1943-5576.0000066 | |
| tree | Practice Periodical on Structural Design and Construction:;2011:;Volume ( 016 ):;issue: 001 | |
| contenttype | Fulltext | |
