I am JIW with mainly commercial experience. Have bent/threaded rigid mainly for underground changovers so precision wasnt paramount.
What technical advice do you have for working with rigid. Eg if i calculate the gain so i can predermine the length of rigid and thread it before bending do you assume it wont fully thread on and take that into account?
Thanks
What technical advice do you have for working with rigid. Eg if i calculate the gain so i can predermine the length of rigid and thread it before bending do you assume it wont fully thread on and take that into account?
Thanks
