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Journal of Engineering and Applied Sciences
Year: 2016 | Volume: 11 | Issue: 6 | Page No.: 1186-1190
DOI: 10.36478/jeasci.2016.1186.1190  
Critical Load of Thin-Walled Rod with Various Cross Section Shape by Length
L.S. Sabitov , I.L. Kuznetsov , A.U. Bogdanovich and D.M. Husainov
 
Abstract: The compressed rods of lattice structures are considered with a variable cross-section shape along length at a constant cross section area. The formula of the critical load buckling, differing from Euler’s formula by the presence the coefficient which takes into account the changes of inertia moments along a rod length.
 
How to cite this article:
L.S. Sabitov, I.L. Kuznetsov, A.U. Bogdanovich and D.M. Husainov, 2016. Critical Load of Thin-Walled Rod with Various Cross Section Shape by Length. Journal of Engineering and Applied Sciences, 11: 1186-1190.
DOI: 10.36478/jeasci.2016.1186.1190
URL: http://medwelljournals.com/abstract/?doi=jeasci.2016.1186.1190