So if I have a bending moment around a corner of a wall that req's As = 0.31 sq.in. of steel, and the shear values exceed the allowable Vc and I need to use Shear Friction, do I not have to "add" additional steel? If Avf = Vu/(phi*Fy*mu) = 0.09, do I not have to use 0.40 sq.in of reinforcing?
I'm using version 2004. I've got two viewports in paperspace, and in the last 20 minutes I've become unable to select the viewport to move, stretch, erase, or anything. Any thoughts?
