Ah, thanks a lot. So, to sum up, if I am to do this inside Workbench (without Command objects) I simply must run the first load step, where the force is applied, and then see what the displacement becomes. Then add that displacement in the second load step. I guess using Command Object with APDL code is the best way. I understand it that I should add:
Under which item in Workbench should I add a Command Object with this line? Should "value" be zero then in the second load step? Or will that just end up with the same result as adding zero in the table in Workbench?
Also thanks for clarifying the difference between disp. and remote disp, I appreciate that.