In TBDY 220.127.116.11 article, there is an explanation about the condition that the condition of columns being stronger than beams cannot be met in some columns.
18.104.22.168 - only carrier in the system consists of combination of or screen and frame by frame, considering the earthquake direction considered building any i in the 'th floor, Eq. (7.4) ' s with webs of condition related solid bottom and / or in some nodes above Equation Failure of (7.3) may be allowed.
α i = V is / V i ≥ 0.70 (7.4)
This message is given if αi <0.7 given in Equations 7.4.
Column and curtain dimensions should be increased until αi ≥ 0.7, and / or system stiffness should be increased by adding new columns and walls and the analysis should be repeated.