Because of the idiotic behavior of the normal structural framing families we have to do our SF families as a line based generic model and then convert the category into a structural framing. But when this method is used the beam system tool can't use those families at all.
The Beam system is powerful tool for handling hollow core slabs but when there is no ability to disallow joins for all (the boundaries of beam system is not determining the lengths of the beams because of connections) the tool is useless to our workflow.
