I have a concrete building with a seismic force-resisting system consisting of a dual-system with intermediate moment frame (ordinary reinforced concrete shear walls). When analyzing this model in RAM Frame and RAM Concrete, does RAM at any point attempt to force 25% (as required per code) of the seismic forces into the moment frames? Not sure if this makes sense, or if it is even possible, but just though I'd check.
Thanks.!