C Buchs wrote:Does the fact that the stay isn't fixed at the bottom and the weights move have anything to do with the reading being off?
That's an interesting question, which I've been thinking about all night.
The stays are big extension springs. The harder you pull (tension), the more they elongate elastically (stretch), and as long as they're loaded in the elastic range, they go back to their original length when the load is removed.
So if you anchor both ends and preload it, then put the Loos gauge on and pull the spring back and hook it, the rope is forced over the two radiused blocks at the bottom into an S-bend, with just a little bend at the spring end, to get back to the straight line above and below.
The bends in the rope will actually increase the tension in the rope, but being elastic, the amount of increase would depend on how long the rope is. If it's very short, then shortening it by .001" will have a greater effect on the tension at either end than if the rope is very long. The longer the rope, the lower its stiffness, just like coil springs or any other tension spring (all other variables held constant, of course).
A weight hanging off the end of the rope and not in contact with anything else would be the same as an infinitely long rope, since no matter how much you shorten it by bending the rope over the pegs, the tension does not change.
If the gauge was calibrated to take into account the increase in tension when you measure the tension (from the induced bend and therefore increased stretch), then it would be reading lower than the actual tension. And that would require knowing how long the stay is, since that spring rate differs with length. So the built-in error correction would have to be in the other direction, reading lower than actual, and would be dependent on stay length, which would be impossible to know in advance. Uppers are about twice as long as lowers, for instance.
To Sumner's question, the short stay length may be a factor in that the mechanical bending of the rope over the pins causes the strands (which are just individual wires in a 1x19 construction rope) to slide over each other, and not giving enough length at either end may effect that. I had the bottom pins more than 200 rope diameters away from the termination, so I don't think that was causing it, but I'll recheck it later today, as I'm going to run a series adding/subtracting one plate at a time, to plot a curve. Nerdy, I know, but it's actually the world I live in (for work), and I just gotta know.
I'll also try the 1/8" rope. Different scales, which obviously take into account the mechanical resistance to bending (independent of tension) the different sizes offer. And in actual fact, the 1x19 class is stiffer in bending than say 7x19 class rope, which is why Loos states that repeatability will be there for any construction rope, but direct tension measurement is only valid for 1x19 rope.