RSBUCK/RF‑STABILITY calculates at least one critical load factor or one critical load and the assigned buckling shape. The effective length is then counted back from the critical load (see here). Since this analysis is not carried out for the individual local components, but for the entire structure only, the resulting critical load factors refer to the global structure and not to the local elements. However, it may happen that the structure fails globally (and also locally) for some critical load factors (depending on the stiffness and the axial force state).
Therefore, the calculated effective lengths should only be used by the members that buckle in the respective buckling mode. In the case of the global failure of a structure (see the example in Image 01), it is thus difficult to draw conclusions regarding the buckling behavior of the individual members.
Image 02 shows a structure where the rear columns are buckling. Therefore, we recommend only using the effective lengths calculated for both of these columns.
General summary: Effective lengths from the RSBUCK module are only valid for a structural component in the respective direction if the corresponding buckling shape clearly "buckles" the member compared to the others in the respective direction. It is clear that the axial forces also have an impact on the results here.
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