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Euler buckling Load of Column in Etabs

Euler buckling Load of Column in Etabs

I have Building with 3 story floor.
I have RC column that extends from story 1 to story 3 = 6m.on the story 2 no brace by any beams.
When I run design the report said the load exceeded the Euler Load. But Follow Euler buckling load By manual Pcr=((pi^2)EI/(kl)^2) it show that Pu<Pcr.
How to solve this in Etabs ?
It is unsupported length member?
Thank for your reply.

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