Thanks modestas.
So does that mean we can rule out all the positive load cases/upward forces conditions in buckling analysis, if no buckling is caused when the same load value is applied in negative?
or should i go for repeat load case?
So does that mean we can rule out all the positive load cases/upward forces conditions in buckling analysis, if no buckling is caused when the same load value is applied in negative?
or should i go for repeat load case?