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.
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.
