Modeling Masonry Partition
Modeling Masonry Partition
(OP)
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 do i get Etabs to account for these partitions during seismic design?





RE: Modeling Masonry Partition
RE: Modeling Masonry Partition