Thanks Modestas.
I tried that and no buckling is occurring if i change the direction of the load. however when the repeat is done with -1 factor
**WARNING- THE LOADS IN CASE 3 ARE IN THE OPPOSITE DIRECTION TO THE LOADS' that will cause buckling is getting displayed.
for now i am ruling out this repeat load and going ahead by changing the load direction for structure.
I tried that and no buckling is occurring if i change the direction of the load. however when the repeat is done with -1 factor
**WARNING- THE LOADS IN CASE 3 ARE IN THE OPPOSITE DIRECTION TO THE LOADS' that will cause buckling is getting displayed.
for now i am ruling out this repeat load and going ahead by changing the load direction for structure.
