How can I close the difference between KM and RM?

[erdigoksu]

HOW CAN I CLOSE THE DIFFERENCE OF KM AND RM TURNING IS GOING OVER 1.20 IF YOU HELP ME GET UP

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[Levent Özpak]

HOW CAN I CLOSE THE DIFFERENCE OF KM AND RM GOING TO GO OVER 1.20 OF TORSION I WOULD LIKE TO HELP

-First of all, A1- Torsional Irregularity is an irregularity that affects the selection of the calculation method. It doesn't matter. This situation is stated in the general report of the Earthquake Code. You can also examine the TDY 2007 item 2.3.2.1 and item 2.6.1. -The center of rigidity was formed in the upper left of the center of mass in the project. In order to get closer to the center of mass; Stiffness of the vertical beams on the side can be increased or new vertical beams can be added to the system. Note: P01-P02 and P03 panels do not provide 1/7 dimension ratio. It would be appropriate to model these elements as column/polygon column objects. Good work