This paper shows how the method of design of steel frames by buckling analysis can be used to design beam-columns and frames as well as beams and columns. Two example frames are designed and very significant economies are demonstrated when the method of design by buckling analysis is used. By Nicholas S Trahair, University of Sydney Research Report No. R891, June 2008. http://sydney.edu.au/engineering/civil/publications/index.shtml
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