I’ve modelled reinforcement in a deck of a bridge and now came to detailing part only to find some issues. The rebar was modelled as free form- surface. Some of the bars were detailed properly, but for some reason some others don’t properly align with the view and the given distribution length does not match the real one (graphically) (pict. 1, section view pict. 1a)
I do also get an error when trying to tag crossbars (pict 2, section view pict. 2a)
Could someone please point me into the right direction?