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Showing results for tags 'why do we mesh fea'.
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A0A hope all will be fine why we use meshing in modal? i was doing a project of six story having shear ,without any mesh its deflection was about 2.5" and when i meshed both wall and slabs and also apply restrained to slab than the deflection decreases tremendously.? is this because of meshing or restraints or something else .i am using etabs v16 please guide me thank you