I dont know that there is less real world stretch. I read the numbers, elongation at 10%mbs etc... My 11mm HTP has a higher rated stretch than my Poison Ivy and it has WAY less realworld stretch. We regularly use our bull lines with the GRCS and end up cranking a lot of slack.
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)...
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