I have a unusually condition where I am anchoring into an existing side of an concrete beam. The the center of the anchor plate aligns with the center of column above and below the beam. I would have said I am anchoring into the side of the column except the column is set back 2" from the face of the beam. The beam is 16.5" deep. I have 4 anchors two anchors per row. The top row and bottom row of anchors is located 4.5" from the edge of the beam to miss the longitudinal steel. The question is this, how would you determine the concrete break out strength in shear for this connection. See link. Do you ignore the column below and look at it as if it is just a beam - very conservative. Ignore the 2" offset - maybe not conservative enough. Cracked or uncracked?