Originally Posted by
Roger Feeley
Thanks Malcom,
I found a calculator that seems to do the math for me.
https://www.ropelab.com.au/highline-tension-calculator/
The amount of sag seems to be a big deal. If I have 12” of sag, the force on each end isn’t that different from the weight of the boy. I put in 1” and it went up to ten times the weight.
Check your numbers. When I coached and officiated volleyball in the '80's the rules committee changed the allowable sag from 3" to 2". High schools were blowing out their floor plates.
I think you mixed your units, using feet for distance and inches for sag.
Using your calculator and 480" (40') for span and 1" for sag on a 40 pound load I get 4800 pounds at each anchor.
At 12" sag I get 400 pounds
To get it to about 40 pound tension at each anchor you need almost a twelve foot sag.
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