I've got a model where we've got a mix of braced frames and masonry shear walls, generally attached together with rigid diaphragms. After tweaking the model, I think we're seeing a reasonable distribution of load between the frames and the walls, based on the base reactions. That said, when jumping quickly into the masonry module for these walls, I'm seeing some weird results. Although they shells appear to have face forces and internal stresses in the analysis output, these forces are seemingly not translating to the module. Some shells show zero demand, while others show only forces at the lowest level (in the module). Any thoughts as to why?
Elements version 16.03.00.101