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Buckle Analysis with predefined fields

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?

RE: Buckle Analysis with predefined fields

My guess is you have not modified the section properties and the steel properties in the revised buckling calculation.

BA

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