Subject of critical load for lateral buckling was treated as part of investigation carried out in Aeronautical Research Laboratories; however, constants determining lateral stability of solid deep rectangular beams, as obtained by other investigators have shown discrepancies; it was therefore decided to correct these, and analysis presented in both correction and extension to cover wider range of loading conditions.
Lateral stability of uniform elastic beams
Australia. Aeronautical Research Committee -- Report
1959
40 pages
Report
Englisch
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