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Guest
Hey, guys.
I have a structure that always the classic one of a rectangular table with four legs. Now if I launch the critical load analysis of buckling I expect an analysis of its critical loads instead I appear to be moving with the following data:
mode: 1 of 5
buckling load multiplier: ♪
maximum value: 1.000029 mm
minimum value: 0 mm
How do I interpret the result? Why does the multiplier give me no value?
Thank you.
♪
I have a structure that always the classic one of a rectangular table with four legs. Now if I launch the critical load analysis of buckling I expect an analysis of its critical loads instead I appear to be moving with the following data:
mode: 1 of 5
buckling load multiplier: ♪
maximum value: 1.000029 mm
minimum value: 0 mm
How do I interpret the result? Why does the multiplier give me no value?
Thank you.
♪