I have a question or two in this area, for the experienced builders....
when you twist a string up under tension, where do you set the pretension at?. I ask this realizing that as you twist, the tension increases because the string gets shorter. do you just let the spring compress as you twist and let the string load tension as the twists increase in number?......I can't really see it working any other way.....what am i missing? do set up to end at a certain tension, or set up to begin with a certain tension,....knowing that. as N&B posted, you have to find out how much compression your spring adds to tension in the string as you twist.
last time I built strings was back when you just twisted up your string, off the jig and put it on the jig with as much tension as you could get and serve it. now I see that we are twisting under tension....this is new to me. it certainly makes sense, but new to me, never the less... and raises the above questions.
As the TWISTS get more and more,
then stretching tension goes UP.
Many like to use a die compression spring.
I built my 16 foot long bench,
so I have MORE than enough room to rig up a 300 lb VIKING inline spring scale
so I can MONITOR the stretching tension.
If you can afford one,
the pneumatic stretcher from Specialty Archery will keep a CONSTANT stretching tension, cuz of the pressure bleed on the air cylinder.
Too expensive for the home builder.
I'm picky,
so I purchased a S-Beam load cell, and digital readout,
so I can REALLY monitor the tension when adding twists,
so I can REALLY monitor the change in stretching tension, when I let the bundle sit on the stretcher.