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There is a software named STABLAB, STABLAB uses a special beam finite element directly developed for the analysis of thin-walled spatial steel members. This element is based on Vlasov theory and has 7 degree of freedom at each node (3 displacements, 3 rotations and 1 warping freedom). You don't need to built a model based in shell elements to performance the buckling analysis.
Please implement automatic buckling length of bars!!! Robot already has buckling analysis, so it already has all the necessary calculations implemented. What's left is only to program how to interpret the results of buckling analysis so that the program can obtain automatic buckling lengths for all bars.