Is it possible to perform buckling analysis of the columns under the taking into account a self weight of the column (i.e. buckling analysis of heavy column) with the FEM method?
Mr Deeptee M thank you for your answer. I supose that you sugest me to use some softwate for this analysis. But I want to make analysis by myself in the some of the programic language, and what I need is some literature about this problem.