So I have a building that requires an expansion joint, between grid lines. So I have one beam canted off of one col, and I Have another beam I'm trying to cant of the other column.
So here's my question. How the heck do you get them to not join. I've been banging my head against the desk for the last 2 hrs trying to get this to work. As soon as I get within 12" of the other they join. Do I need to tell my Architect that he has to deal with a 12" expansion joint because Revit won't model it right.
I can't be the first person to try to put an expansion joint in a building. Don't even bother to tell me to use the opening by face tool, not an option. My beam schedule is generated from the model. Every time I think I'm going to be able to do something faster in Revit, it comes back to bite me. I knew I should have stuck with acad. Then only benefit I get from Revit right now is the grids. That's the only thing that saves me time. The rest seems more and more useless everyday.