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HOLLOW CORE SLABS
Nawaz Qasim reacted to Badar (BAZ) for a topic
Yes, membrane assignment will do the job assuming that you are only concerned abut estimation of demands on the frame elements and not the hollow-core slab itself. With your shear connection detail between beam and slab in the form of rebar-dowels, it would be wrong to model the slab with flexural stiffness (shell) , as it would lead to an underestimation of flexural demands on beams.1 point
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