Hellow engineers, i'm trying to model a two-story load bearing building using CSI ETABS, Solid slabs rests directly on masonary walls. To my understanding that beams are are rigidly connected to the slab. The masonary wall however should not be connected rigidly to the beam, as they are not able to transfer moment effectively. Is this right? and how do i model this. (The slab beams rests directly on the wall but not rigidly connected to it)
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