Authors : 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.
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.