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For example: using an alpine butterfly to jam against the small ring of a friction saver to climb SRTPlease clarify what you mean by jamming knots.
With a carabiner in the eye of the AB for backup I’d climb on that, probably not without. What about a bowline on a bight? That sucker takes a lot to untie and is fat as all heck.For example: using an alpine butterfly to jam against the small ring of a friction saver to climb SRT
For the sake of argument(discussion) what about basal anchors?I feel like having them on your bridge is a bit different as you're able to carefully inspect them as they're taking weight vs 50 ft up in the tree and assuming everything is good, too me it just seems like another possible failure you don't need to add.
I usually do two hitches followed by a bowline with a figure 8 loop to attach a lowering rope to if I were to critically injure myself, very little pressure on the actual knot which I also get to closely inspect.For the sake of argument(discussion) what about basal anchors?
I'm not questioning them, I'm a fan of using jamming knots. In conversations with other arborists I've ran into some people who avoid using them but have never been given a good argument as to why so I thought I'd pose the question here to see if this deep pool of experience had anything further to say on the subject.I almost always climb SRT. I almost always use a friction saver for a canopy anchor and jam the small ring with a butterfly with a binder that captures the loop and the retrieval side of the rope. I have not heard of any arguments against the use of jams. My bridges are also rope bridges with double fisherman jams on each side.
Why are you questioning the jams?
None, knots in rope like amsteel severely weaken itAs a sidebar, what stopper knots work well for Class II rope, like Amsteel?
What if the Class II fiber core has a cover, like endurabraid? Also, why does the very tight knot used in a soft shackle not reduce the strength?None, knots in rope like amsteel severely weaken it
good questions.. under high loads the knot tail can slip though.. This is likely why on the newer TM bridges the tails are stitched pinning cover and core. do I think a bridge would ever see that kind of loads? Nahh...What if the Class II fiber core has a cover, like endurabraid? Also, why does the very tight knot used in a soft shackle not reduce the strength?
