Above beam column

[Selale]

Good luck with. A reinforced concrete roof will be applied in one of my projects, but I encountered some static problems because I had to comply with the architecture. In the project, there are 4 columns stepping on beams. For "dh4 and s30" At first it gives a pursantage error, but when I equip it myself, I get the error of insufficient reinforcement. I tried to enlarge the cross section of the columns but it didn't resolve because I couldn't cross the beam boundaries. I think I am getting the error "relative floor offset is too high" because I do not continue some columns on the terrace floor. I'm waiting for your help. project file:

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[YasinTezel]

Hello, The connection of the columns you described on the beam with the beams is incorrect. Right under the column you need to split the beam in half and create a node there. This is due to the high relative storey drift error. Attached you can find the corrected model.