bonner1040
Nick from Ohio
In situations where you are lifting and suspending a load from a high rigging point (no drops, or negative rigging) would it be acceptable to use a static line?
Specifically I am thinking of using a 5/8" HTP Static line to suspend a block (13k lb mbs)
http://www.sterlingrope.com/product/456024/P160/_/58"_HTP
and a 1/2" HTP Static line to run on the GRCS. (9k lb mbs)
https://www.treestuff.com/store/catalog.asp?item=1826
My thinking is the static line would deliver more power to the lift without having to 'sweat' the line or crank forever just to get the slack out. Using a static line to suspend the block would eliminate stretch in the system as well. I know that shock loading or dynamic rigging wouldnt be a good choice. In situations where you are hanging a tree or storm work, IMO the lack of stretch could work well for you.
What do you think?
Specifically I am thinking of using a 5/8" HTP Static line to suspend a block (13k lb mbs)
http://www.sterlingrope.com/product/456024/P160/_/58"_HTP
and a 1/2" HTP Static line to run on the GRCS. (9k lb mbs)
https://www.treestuff.com/store/catalog.asp?item=1826
My thinking is the static line would deliver more power to the lift without having to 'sweat' the line or crank forever just to get the slack out. Using a static line to suspend the block would eliminate stretch in the system as well. I know that shock loading or dynamic rigging wouldnt be a good choice. In situations where you are hanging a tree or storm work, IMO the lack of stretch could work well for you.
What do you think?