The first of this 2-part paper described a technique for the examination of the seismic performance of joist and beam bearing connections in unreinforced masonry structures. In this second part, the approach is used to model a historic brick building that was shaken during the Loma Prieta earthquake in 1989. The paper discusses the effect of motion at the diaphragm-to-wall interface, as well as the importance of several parameters including the bearing length coefficient of friction, coefficient of restitution, and distance from end of joist to end of wall.