Hi,
When a stay plate (from a purlin connection macro for instance) is on an inclined flange of a tapered beam, it clashes with the flange (see attachment). As a result several clashes show up in the conflict check even for a small model. It would be helpful if this behaviour could be fixed or if there was a way to ignore all clashes of a certain type instead of having to manually ignore each clash.
Thanks & Regards,
Ishan