yes, there is currently no type “displacement” for line load. As I know the reason is, that it would need an own algorithm for lines or beams which is not implemented now. But it should be on the wish list.
I would do the following in case you want to apply a displacement on a line. You could define bedded quads with a small thickness along the line and apply the displacement on the quads. If quads and structural lines are connected the displacement is also applied to the line.
yes, I mentioned in the previous message that the quads has to be bedded. It does not work with non bedded quads. The message should not appear if the quads are bedded.