Hi!
I am referencing to my erlier post link to post. But now I have more confused problem. I am trying to reinforc ceiling of precast holow slabs, precisely the connection joints with walls, beams etc. . It could save so much time and nerves if I was able to turn off rebar AUTOCONSTRAINING to everything. Again and again I am spending time to edit each rebar, cheking if it is what I need. I dont wan't do it in 2D.
Has someone solution for it?
In Picture you can see about what reinforcing I am talking.
Gatis
