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You may then use the exact same BCs in the 2nd structural Examination, but make the force be the buckling load of F*Load Aspect (l), where by File is your load used within the buckling Assessment.
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After environment the quantity of buckling modes to search for, ANSYS calculates the Load Multiplier for every manner. In the event you used the real load during the Static Structural program, then the Load Multiplier is definitely directory the factor of safety with that load. If you set a dummy load, like 10lbf, then the entire load that can bring about buckling is F*Load Issue (l).
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