Sep 28, 2005 #1 toonrei Structural Joined Sep 27, 2002 Messages 1 Location US Has anyone encounter a confusion of whether you should design check the punching shear of the footing or the grade beam of the SMRF for the omega load or not?
Has anyone encounter a confusion of whether you should design check the punching shear of the footing or the grade beam of the SMRF for the omega load or not?