Yunus Bey, Sometimes this can happen with angled belt beams. Since band beams are not included in the analysis model (which is already a virtual element, it only shows the increased area of the reinforcement), they are added to the model only for drawing and quantification purposes. In line with this information, you do not have to fit the nodal point of the band beam to the column, when you move the nodal point of the band beam, which is causing the problem, a little forward or backward, the problem will disappear.