Design of Wood Members Under Combined LoadSource: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 009Author:John J. Zahn
DOI: 10.1061/(ASCE)0733-9445(1986)112:9(2109)Publisher: American Society of Civil Engineers
Abstract: A new design criterion for wood members under combined axial and bending loads is proposed. The new equation covers biaxial bending, axial load, and water ponding. It employs Ylinen's column formula for beam or column buckling, and replaces the linear interaction equation with more accurate equations based on recent test data and results of elastic stability analysis. Despite its simplicity, the proposed criterion is more general, more rational and more accurate than the existing design criterion.
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| contributor author | John J. Zahn | |
| date accessioned | 2017-05-08T20:52:09Z | |
| date available | 2017-05-08T20:52:09Z | |
| date copyright | September 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9445%281986%29112%3A9%282109%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29872 | |
| description abstract | A new design criterion for wood members under combined axial and bending loads is proposed. The new equation covers biaxial bending, axial load, and water ponding. It employs Ylinen's column formula for beam or column buckling, and replaces the linear interaction equation with more accurate equations based on recent test data and results of elastic stability analysis. Despite its simplicity, the proposed criterion is more general, more rational and more accurate than the existing design criterion. | |
| publisher | American Society of Civil Engineers | |
| title | Design of Wood Members Under Combined Load | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1986)112:9(2109) | |
| tree | Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 009 | |
| contenttype | Fulltext |