I have been wondering why we have precast concrete behavior and concrete? And why concrete is not cutable (yes, I guess shape handles but why...) and so "Cuts on concrete members are ignored." ... seems to me cast-in-place concrete should be more adjustable from a modelling point of view not less... Perhaps someone could elaborate on that.
Ran into it a few times already, solved then and now by switching to precast concrete (although it's not).
Related topics:
https://knowledge.autodesk.com/support/revit-products/learn-explore/caas/CloudHelp/cloudhelp/2016/EN...
https://forums.autodesk.com/t5/revit-structure-forum/concrete-beam-corner-join/m-p/7273153
https://forums.autodesk.com/t5/revit-structure-forum/structural-beam-material-behavior/m-p/7529544
