Canopy Achor, Jam Knot on Pinto

I dissagree. The knot can indeed pop through the ring at a relatatvely low load. Approximately 1200lb. The ring then jambs on the carabiner untill the rope parts.

In some testing presented at TCI EXPO 2017 we found that the jamb knot configurations to be the weakest. The knot often slipped under less than 1000 lb and the rope parted below the 5000 lb threshold.
These numbers are with Sterling Scion
alpine butterfly jammed on small ring of separate friction saver
Rope failed at knot/bend of ring. 3,835lb / 17.06kN

Sterling HTP 10mm
alpine butterfly jammed on small ring.
Rope failed at knot/bend of ring 4,811 lb/ 21.4 kN

Way better ways to accomplish the canopy anchor task.

Tony

Is the content of that presentation available anywhere? Was the knot spiked?
 
As a general rule we discovered that introducing hardware into anchor configurations reduced strength by 20% roughly.

Not a bad thing just a good number to know when planning

There are many posts discussing better options than jamming a ring or pulley.

Tony


Ignore the last post, sorry. Thank you for sharing.
 
As a general rule we discovered that introducing hardware into anchor configurations reduced strength by 20% roughly.

Not a bad thing just a good number to know when planning

There are many posts discussing better options than jamming a ring or pulley.

Tony

I believe this is the article in TCI Magazine being referenced:

https://tcia.org//TCI-publications/tci-magazine/2018/06/viewer/desktop/index.html#page/54

This publication actually states that introducing gear to a canopy anchor SRS will reduce strength by 30% on average.

Thanks for your input Tony.
 
Tony, did you post a video some time ago that showed redirect pull tests? I know I’ve seen one, but I’m not sure where to look for it. The reason I bring it up is that I often think about my most common redirect practices and wonder about the rope strength in those configurations. My go-to is a Munter hitch on an hms biner. My next most common is a bight through a ring spiked with a biner. Any data or research on those?
 
A termination double fisherman / double fisherman loop in my head is a scaffold knot.
A fisherman’s bend indeed terminates on the opposite side of the tail end.

If my knot ID is off please correct me.
If you really want to split hairs the only difference is in terminology and application. They all are mechanically a double overhand knot. When used to join two ropes with two double overhand knots tied around the opposing line, that’s a double fisherman’s.

Take a bite of the line and tie a double overhand around it’s working end, that’s a scaffold, grapevine, poachers, double overhand noose, blah blah..
End of the day, it’s the same f-thing.. it’s just namelology
 
Tony, did you post a video some time ago that showed redirect pull tests? I know I’ve seen one, but I’m not sure where to look for it. The reason I bring it up is that I often think about my most common redirect practices and wonder about the rope strength in those configurations. My go-to is a Munter hitch on an hms biner. My next most common is a bight through a ring spiked with a biner. Any data or research on those?

Crimsonking,

We have not taken a look at re directs. All the info I currently have is straght line anchor pulls.

It is a goal to entend our studies to redirects, but as with all of us time is a valuable resourse.

In my experience, when I hear of or talk to a climber that has had a redirect fail it boils down to weak tree structure, most times due to inexperience, poor inspection or poor choice. Sometimes all three. If the physical anchor is weak akmost cordage/ hardware configuration will hold until the weakest link, the tree, fails.

I did do some brief work looking at what happens to the a system with multiple suspension points when one of the points fails. The results were fairly predictable. The remaining highest suspension point, post failure, will always bear the most load. The climber sees as much increased forced at his/ her harness as other suspension points in the system. The great the swing for the climber the greater the force generated at the climber

Screamers or other shock absorbing devices are all but usless for climber safety unless attached at the climber. At other points in the system their fail points would have to be so low to “cushion” a fall they would be a nusisiance.

The “belief” that all rediects serve as a “backup” some climbers hold is many times misguided. Never should climbers put themselves in a situation where he or she believes that if one anchor fails, another will “back them up”. If you are unsure of your anchors, do not use them.

It is two different things to set up a rediect system for better positioning, and feeling secure becasue you have spread load through the canopy as opposed to figuring if the redirect fails the primary will catch you. Just becasue you don’t smack the ground does not mean you have not fallen.

Tony
 
Thanks for your thorough response. I tend to be more conservative on anchor placement than some, because I was under a friend when his secondary failed due to branch structure. He took a good swing back to the trunk, and I ran to avoid the falling branch. Of course any of us can become complacent or cocky, so thanks for the reminder. My concern in redirects is rope bend, especially with the Munter hitch. While it’s my favorite by far (reduces dynamic side tension of psp and redirect branch, tension can be set to “taste”, simpler set up and break down than a Prusik), I do wonder how much strength loss my lifeline experiences while I’m redirected. I suppose most of us could spend thousands of dollars and weeks breaking things to try to satisfy our curiosity.
 
I think the question to ask is: in conjunction with or stand alone with the redirect anchor placement be stronger than the life support equipment, ie. sing, carabiner, lifeline, etc.?

Of course this is a judgement call, one we can safety and do safely make daily. Training, skill and expereince allow us to make qualitative not quantitive decisions on our anchors’ strength and stability.

The bend of the munter, as I believe you are describing, I would feel comfortable with if I judged the supporting structure adaquate. That is why our life lines and hardware are rated so high proportional to our relative bodyweight. If you have time post a picture, I would like to see it as I am a visual learner for the most part.

In the end all we can do is make good judgements based on the above points. Gain knowledge and expereince and evaluate every anchor, move and decision we make in the tree with good sense, intellegence and forethought. We should not make decisions based solely on the fact that others do it or we/ they have gotton away with it in the past.

Tony
 
If you are going to use a non retrievable redirect, you can take a bite of your line and take a full turn around the location first. That will take a significant amount of stress off of whatever you use. I will often just tie a clove hitch with the bite.
 
If you are going to use a non retrievable redirect, you can take a bite of your line and take a full turn around the location first. That will take a significant amount of stress off of whatever you use. I will often just tie a clove hitch with the bite.

Could you share a picture?
 
Maybe, someday if this snow and ice melts. Play around with it though. It is a simple technique.
 
If you are going to use a non retrievable redirect, you can take a bite of your line and take a full turn around the location first. That will take a significant amount of stress off of whatever you use. I will often just tie a clove hitch with the bite.
Maybe, someday if this snow and ice melts. Play around with it though. It is a simple technique.

In a world and industry that seems to move so quickly to the next, best thing, so often the simple, effective and productive is never learned, left behind or forgotten.

Thanks DSMc for brining what should come full circle to take route.

Tony
 
I also have a couple questions after reviewing the article. The first is, in the article it stated that the alpine butterfly pulled thru the MEDIUM ring and jammed on the biner but only partially pulled thru the small ring before the rope broke. What was the measurement of the size of the rings? It seems to me that would be pretty important.
Second question is that the graph is labeled as average breaking strength of cordage only connection is 6731, but the graph it self shows that none of the connections topped 6000. Should that read abs of cordage only connections is 5731?
 
And, I hope I'm not being a jerk because I really appreciate the effort you have made to do testing on the systems we use, but the article states that Sterling scion was used in the testing of the alpine loop of r and r friction saver, but not what size. It is available in 11.5 and 12.5 mm on tree stuff. The article states that due to time restraints, tests were not able to be repeated and the tests were not scientific. It's too bad you didn't have more time. It would be nice to know if the results were repeatable and how different ropes respond to the same setups. Certainly in the example of a jam knot, a thicker rope would be harder to pull thru a ring and a softer rope of equal size would be easier.
Now, if a climbers rope is to have a minimum tensile strength of 5000 lbs, and even the strongest knots, such as a scafold knot, cause at least a 25% loss in strength and sometimes as much as 50%, what would be a reasonable safe breaking strength of a complete system?
 
And, I hope I'm not being a jerk because I really appreciate the effort you have made to do testing on the systems we use, but the article states that Sterling scion was used in the testing of the alpine loop of r and r friction saver, but not what size. It is available in 11.5 and 12.5 mm on tree stuff. The article states that due to time restraints, tests were not able to be repeated and the tests were not scientific. It's too bad you didn't have more time. It would be nice to know if the results were repeatable and how different ropes respond to the same setups. Certainly in the example of a jam knot, a thicker rope would be harder to pull thru a ring and a softer rope of equal size would be easier.
Now, if a climbers rope is to have a minimum tensile strength of 5000 lbs, and even the strongest knots, such as a scafold knot, cause at least a 25% loss in strength and sometimes as much as 50%, what would be a reasonable safe breaking strength of a complete system?

RBJtree, I have quite your post, but my comment are not direct AT you. If my sense of humor got missed in the writing of this please do not take offense. I appreciate the questions because, as you will see, if you read the whole slightly diatribatic (just made that word up. Poetic license!) essay below, they allow me to drill down into the true reason I write and publish.

I’ll do my best to answer the questions. However, it has been a while since we did the testing and I presented the material and wrote the article.

As for the numbers, do not spend too much time looking at the charts and graphs. I hate using them in articles, because so often the message gets lost in the minutiae. ( I only publish them because it is generally expected. Yes, I am a shamless victim to expectation as we all are to some degree.)

Yes, the stats are important and show trends, but without repeat testing and controls, they are but one piece of the puzzle. This is why I am very specific about not labeling these studies/ testing we do as scientific. If there are erros in the graphs, it is most likely to be my fat fingers. Any recorded anomaly would have been noted and explored.

Having said all that! What we learned was that adding hardware reduces ultimate system strenght by about 30% in general. We learned that jam knots pull through rings at low loads and the carabiner in the loop formed by the jamb knot is the holding factor.

As for ring size, we used either DMM rings or Rock Exotica. While I do not recall the actual size of the rings, we kept it pretty standard to what is being used on manafactured products. Would ring size make a difference, yes, but a jamb knot against a ring is still an inherently weak configuration.

At the time of the tests, Scion was only available in the smaller diameter. Would a fatter or skinnier rope make a difference? Yes, but it is still an inherently weak configuration.

I do not think using a delta link would add/deminish strength. The rope parted at the carabiner where the line bent over the carabiner. I cannot envision how a delta link would change this. Perhaps a fatter link, but again. It is an inherently weak configuration.

As for ultimate strenght of an anchoring system. We could look to industry standards that differentiates between non certified (estimated strength by a competent person[competent person as defined by OSHA 1910.140(b) go ahead look it up. I'll wait!]) Work Positioning anchors (think lanyard) as being estimated to hold 3000lb static and the same being true for suspension (think climbing system) anchors. Keep in mind these are minimum, static holds. These numbers seem reasonable to me. Stronger is always better when it comes to your anchors so err on the side of caution. That too is only reasonable.

So what is the take away? I am sure most reading this will be clever enough to extrapolate the numbers and judge a system as "good or bad" based on strength alone. Mathematically I cannot argue with this. Numbers are numbers. However, when it comes to our anchors in production tree climbing we have to factor in strength and stability.

For example, let's look to knots. The bowline, the king of knots! Tied, dressed and set an excellent knot reducing line breaking strength by about 40%. However, it makes a poor termination loop knot because with repeated motion and tension variation the knot will work its way loose or alter. It has strength, but lacks stability. Clifford Ashley addresses this very subject in the Knotting Bible The Ashley Book of Knots.

Apply this context of strength and stability to your anchoring systems and configurations. The factors of strength and stability and the tendency to perform reliability under varying circumstances all combine to give anchors resiliency. Resilient anchors are the difference between good and great. The ability of a climbers to select, establish and use resilient anchors, systems, tools and technique is the difference between good and great.

Good enough may get you killed or injured. Good enough requires the minimum of skill, knowledge and time. Good enough may suffice, but for how long? In high level, professional production tree work, good enough is not good enough.

To paraphrase Vince Lombardi. "We cannot achieve perfection, but in striving for it we can achieve excellence." Choosing an anchor based on strength alone is not enough. That is just good enough. It must be stable and work reliably in a changing environment. To put it another way it must be resilient. That is excellence.

I have been working from the end of ropes hung in trees most of my adult life. When it comes to climbing I am closer to the end of my career than the beginning. The last 10 years or so I have dedicated my professional life to teaching, training and giving back the knowledge that was selflessly give to me. As such I am asked so many times "why" when it comes to tools or technique. I have come to learn that sometimes it is far better to ask "why not."

Not, why would I use a ring in an anchor configuration, but why would I not? Not, why tie in twice when cutting, but why not? The list goes on and on... If you have an honest, rational, intelligent "why not", then your decisions are crossing the line from goods to great as well.

Now for all of you reading this you have a preview of some of the articles I am working on for various trade mags here in the next year or so.

Tony
 

New threads New posts

Kask Stihl NORTHEASTERN Arborists Wesspur TreeStuff.com Teufelberger Westminster X-Rigging Teufelberger
Back
Top Bottom