@article{MAKHILLJEAS201611613717,
    title = {Critical Load of Thin-Walled Rod with Various Cross Section Shape by Length},
    journal = {Journal of Engineering and Applied Sciences},
    volume = {11},
    number = {6},
    pages = {1186-1190},
    year = {2016},
    issn = {1816-949x},
    doi = {jeasci.2016.1186.1190},
    url = {https://makhillpublications.co/view-article.php?issn=1816-949x&doi=jeasci.2016.1186.1190},
    author = {L.S.,I.L.,A.U. and},
    keywords = {Lattice structures,compressed rod of a lattice,a variable cross-section shape at a constant area,the formula of buckling critical force,Russia},
    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.}
    }