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Change default for Beam Start and End Join Cutback to Web

The current default for steel beam join cutbacks only relates to the distance from the edge of steel beam flange to the perpendicular joining cross member. All of our steel join cutbacks relate to distance from the beam webs of the perpendicular members since we exclusively use a welded connection of web to web. Having the option of choosing and maintaining the web for the join setback location would be a great time saver. This is compared always needing to use the "Change Reference " command to modify every beam reference once in place.