Rafael Sabelli brought up an excellent point about drift and panel zone deformation in the Kaplan review course. He basically said that if the member to member connections to the nodes are from center-to-center of say a special moment frame of steel, that the panel zone deformation can be ignored. I thought I would share this insight as I have been wondering how to account for this on the exam (seeing as how AISC 341 does not address it explicitly).