Hello guys,
I have a model of a flat plate, with a couple of shear walls on the perimeter. I have trying to verify the punching shear of the columns but for some reason I don't know, SAFE won't calculate the punching shear on the perimeter columns ("N/C" result).
When does SAFE stop calculating punching shear? If the columns are of different dimensions above and below the slab, does SAFE stop its punching shear check?
I have a model of a flat plate, with a couple of shear walls on the perimeter. I have trying to verify the punching shear of the columns but for some reason I don't know, SAFE won't calculate the punching shear on the perimeter columns ("N/C" result).
When does SAFE stop calculating punching shear? If the columns are of different dimensions above and below the slab, does SAFE stop its punching shear check?