I am trying to use flat bar to make a skew shear tab connection. I would like to force the use of a 4″ flat bar. The problem is that when using the plate option to layout my bolts is that the measurement is not actually taken from the end of the plate, but from the secondary beams center line and the face of the main beams web. Since the plate is on a skew, this is not actually a point on the skew. Is there a way to force a 4″ flat bar without having to compensate for secondary beam web thickness and the skew angle for each unique case?