Buckle Analysis with predefined fields
Buckle Analysis with predefined fields
(OP)
Hello all,
I have a column subjected to a fire scenario. After conducting my heat transfer analysis for the scenario, I'm trying to calculate the buckling load of it using predefined fields from the heat transfer analysis conducted before.
Unfortunately I don't get any change in the buckling load while I should get an important one.
Any ideas of what might be the issue?
I have a column subjected to a fire scenario. After conducting my heat transfer analysis for the scenario, I'm trying to calculate the buckling load of it using predefined fields from the heat transfer analysis conducted before.
Unfortunately I don't get any change in the buckling load while I should get an important one.
Any ideas of what might be the issue?





RE: Buckle Analysis with predefined fields
BA