I have a problem if I make a section at a beam or anything with link reinforcement. If the angle isn't completely orthogonal with the side och the rebar, it appears incorrect (say 0,5 degree fault). This means that i can't have a small tolerance. This can be a big problem if you copy rebars from other elements. However if you increase the angle more (say 1%), it will then appear correct again.
Why is this? This is a huge dealbraker for me. Big enough to not use 3D reinforcement in revit.
The example to the left is the one with wrong appearance and the one to the right is the correct one (with several rebars visible).