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safe loads on a part generally mean that the stresses caused by them will not overcome the material properties like the yield strength or the ultimate strength and that the deformations caused by them will not be excessive the stability of a structure refers to its ability to withstand a load without undergoing a sudden change in configuration specifically for columns a compressive force can be so high that the column is no longer only subjected to compression but to a bending moment that causes it to bend this sudden changing configuration due to the bending is what we call buckling the load for the column to lose its stability is called the critical load and we use the p sub cr notation for it if p is lower than p critical the system is stable if p is greater than p critical the system is unstable and the column will buckle the critical load p critical can be calculated using eulers formula which is derived from the case where the column is pin ended meaning pin supports at both en
