This topic reminded me of something I've previously wanted to investigate, but forgot about - the
relative strengths of the various recovery components.
Even just 9/16" tubular nylon can handle 9 kilonewtons (2023 lbs) of force. Here's the stuff I usually use. Wash it and run it through a tumble drier to eliminate initial stiffness:
https://www.rei.com/product/610111/bluewater-916-climb-spec-tubular-webbing
Now, check out the specs for drop forged carbon steel eyebolts with shoulders, eyebolts specifically designed for heavy machine lifting:
https://products.kenforginginc.com/...elf-colored-fully-threaded-unc-2a-astm-a489-?
Consider that data along with a bold warning I found elsewhere about this same sort of primo eyebolt: RATED CAPACITY IS DRASTICALLY REDUCED WHEN LOADING AT ANY ANGLE. LOADING MUST NEVER BE MADE AT AN ANGLE GREATER THAN 45° FROM BOLT CENTERLINE. AT AN ANGLE OF 45°, RATED CAPACITY IS REDUCED TO 1/4 OF THE TABULATED VALUE.
From that data, you can see that you need to get up to a nearly
2" eye section OD bolt with a 7/16 - 14 shank before they begin to approach (@1800 lbs vs 2023 lbs) the capacity of just 9/16 tubular nylon. I can't find data on the bent-formed-eye eyebolts, but their capacity must be much,
much lower for a given size.
So, it looks like the big time limiting factor is the eyebolt.