A2-A3 irregularity in the structure? What should I do?

Whether the full rigid or semi-rigid solution is made, if the A2-A3 Irregularity is checked in the report menu, it is also checked whether the earthquake forces are transferred safely.

If there is an A2-A3 irregularity or if it is a slab system without beam, it would be appropriate to make a semi-rigid solution.

If there is A2-A3 irregularity in the structure and a semi-rigid solution is made; From the visual design model, it would be appropriate to check the needs of the slab, bottom and top reinforcement areas.