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Dear STKO,

Is there a way to conduct a pushover inclined to the horizontal on a node. If so can you please explain me how to conduct it, thereby generating a response to the whole structure.

Thank you in advance.

I have modelled a steel angle section using fiber beam column element. I need to get the axial force vs axial displacement hysteretic response. But the analysis keeps failing. I have attached the .scd file. Your support in this would be invaluable.