Concrete Breaktout

I am designing post installed epoxied anchors embeded into the top of a concrete column. The demand on the anchors is lateral and as a result the main failure mode is concrete edge breakout. The column is confined and has ties throughout the full embedment of the anchors, is there a setting in Profis to either neglect concrete breakout or account for the confinement? Do you have recommendations on how to approach this.