Hi @cakovicp
You have applied default types (“beam” and “column”) to your model
Before entering the parameters, you need to know the parts of the structure that contribute to stability.
Then classify the bars of this part by type and then enter the buckling parameters for each of these types, then assign these type to concerned members.
If you have never filled in buckling parameters tab, it is better to start with simple structures
M. Agayr
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