The wall doesn't contribute any gravity load however, the top of the wall is braced by the steel structure so seismic load based on the weight of wall is transferred to the structure.
I have a one story braced frame structure. I have numerous masonry partitions throughout the building. I would like Etabs to account for the masonry partitions for seismic loading. However, since it is a one story building the masonry walls sit on the foundation not the steel structure. How...
