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contributor authorJohn J. Zahn
date accessioned2017-05-08T20:52:49Z
date available2017-05-08T20:52:49Z
date copyrightNovember 1988
date issued1988
identifier other%28asce%290733-9445%281988%29114%3A11%282612%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30250
description abstractAn analysis of elastic buckling in beam‐columns was undertaken to develop a general interaction equation for use in timber design. The derivation of a general buckling criterion and the determination of moment modification factors following the method of Southwell (1922) are presented. Biaxial bending, axial compression, and water ponding on flat roofs are all considered. Simple support is assumed, but results may be applicable to other support cases. The results are of interest to code developers and to designers of space frames, towers, and trusses, where biaxial bending and axial compression are combined, or whenever axial compression and water ponding may be combined.
publisherAmerican Society of Civil Engineers
titleCombined‐Load Stability Criterion for Wood Beam‐columns
typeJournal Paper
journal volume114
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1988)114:11(2612)
treeJournal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 011
contenttypeFulltext


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