The above response did not answer my question. I need a way to cope the flanges of beams at single shear plate and bolted clip angle connections. The standard macro’s just fit the flanges with a square corner but the US codes do not allow this square re-entrant corner. The fit must have a minimum ½” radius. This means that I will need to go in and change each one by hand after creating the connections. Is there a better way?
