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