Let me first say, this is one of my first forays into adaptive components - so please keep that in mind.
I have been trying to figure out how to create a Metal Building column \ beam assembly using adaptive components. Since there are usually several bends in a typical frame line, I thought this would be ideal. There is not a Structural Framing category for adaptive components, but since I will not be scheduling, detailing or doing calculations with these members I do not consider this to be a problem. I can't seem to get the family just right. A 10-point family seems to be most ideal and allow for flexibility. However, the flanges don't want to cooperate. Any help you experts may have is appreciated. I have attached some files for reference.