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
				