Thank you, makes sense
Also, the moment I get from etabs for the wall is much less than the one you'd calculate by hand for a typical cantilever. Is this because floor diaphragms provide some restraint to the wall?
Hello
I am trying to check the adequacy of a shear wall for wind load in Etabs.
I have started by tracing my model on a plan from AutoCAD.I then assigned my sections and materials. I have defined the loads including wind. I have assigned a diaghragm to each floor slab and a pier label to each...
