RC Column Design with Non Linear analysis results

[Anonymous]

Hello,

I want to design an RC column under EC2 wihout taking into account the simplified second order analysis methods in the design process, since I have already performed a second order analysis in the model. Is there a way to disengage that part of the design process in the Provided Reinforcement calculation options of the column module?

Best Regards,

Charis

[Artur.Kosakowski]

The only way would be to set X for coefficients of both buckling directions. 

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