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cgesek
Jul 6, 2007, 12:03 PM
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The pamphlet that came with my 10mm Mammut/EMS Promo rope says "Immediate, mandatory replacement is necessary after a hard fall (fall factor >=1), extreme mechanical, or thermal damage, etc." Is this true of all ropes? Is it overly cautious? Would most climbers retire a rope after a factor 1 fall?
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vertical_planar
Jul 6, 2007, 1:04 PM
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I think their statement is pretty clear. Immediate+mandatory replacement . It might sound overcatious but I would not defy them. How oftet do you get a factor >1 fall anyway?
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gogounou
Jul 6, 2007, 2:07 PM
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Not to hijack, but this begs a follow-up question (n00b-ish, perhaps, but, ya know, Beginner's Forum and all): I was under the impression that the number of UIAA falls that a rope was rated at were factor 1 falls. I suppose that a fall greater than FF 1 would have me wondering about the rope (not to mention potentially pissing myself, but that's another issue...), but I would have assumed that a rope rated to, let's say, 8 UIAA falls, would not require retirement after 1. Am I wrong in this assumption?
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cantbuymefriends
Jul 6, 2007, 2:15 PM
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Yes, I would agree that "Immediate, mandatory replacement" doesn't leave much room for hesitation. I thought that all climbing ropes were tested to at least 5 FF1.87 falls in order to receive UIAA certification? Edited to add what i missed the first time: But I guess that outside a controlled lab environment with your a$s instead of a crashtestdummy on the end of the rope, it's better to err on the safe side.
(This post was edited by cantbuymefriends on Jul 6, 2007, 2:21 PM)
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skinnyclimber
Jul 6, 2007, 2:28 PM
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cgesek wrote: The pamphlet that came with my 10mm Mammut/EMS Promo rope says "Immediate, mandatory replacement is necessary after a hard fall (fall factor >=1), extreme mechanical, or thermal damage, etc." Is this true of all ropes? Is it overly cautious? Would most climbers retire a rope after a factor 1 fall? cut it in half and make a gym rope out of the "good" side. That's what I'd do if I thought part of my rope had "had it". Yeah most UIAA certified ropes get 7-12 or so factor 1.78 falls before they break, although I don't know the minimum required. So it would seem that although it took a hard fall and should probably be retired from leading, it probably won't break at some amazingly low strength, but then again do you want to be thinking: "wow was it 6 or 7 fall factor 1's I've taken on this rope?" as you peel off...
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timm
Jul 6, 2007, 2:28 PM
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Hard falls cause the affected portion of the rope to lose dynamic qualities so that the impact force for future falls will increase. The 12kN standard for maximum impact force is for the first test fall and does not cover future falls. Yes, the rope will physically withstand more hard falls but will exert an higher than expected impact force on the anchor/gear. If the hard fall occurred with a small amount of rope out ... say the last 20 or 30 feet ... I would chop that section off rope off when I got home and just use the un-affected portion of the rope as a shorty for top-roping or short leads. Why retire the section of rope which did not hold the fall ??
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picasso
Jul 6, 2007, 2:50 PM
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So what characteristics must a rope have in order to be UIAA Certified? If there are real climbing ropes out there that can handle only one FF>1 fall, then that sounds sketchy. I'd hate to be up on the third pitch of a rock and say "time to come down, i fell once on my brand new rope."
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jgloporto
Jul 6, 2007, 2:50 PM
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The way I look at it is that a standard climbing rope is for the most part a non-redundant element in the system. To add a margin of safety, the rope is tested to ensure that it can hold far more than what a typical fall would impose on it. The UIAA tests are admittedly unrealistic since the sytem is entirely static leaving the rope to absorb the entire force of the fall so a rope can theoretically hold far more real life factor one falls than the simulated UIAA test falls. But that just establishes that the safety margin on a climb is adequate not that a climber should use a rope until it's at its breaking point. Considering this a beginners forum question, my formal answer is: Read and comply with all of the instructions that come with any gear you purchase. You can read Climbing Anchors 2nd and get a calculator and start crunching numbers to reason all of this out, but especially as n00b, is your life less important than saving $120? As others have said, if you do ever experience a factor one fall, retire the bad section or just make a rug out of the whole thing or use it to tie shit down on your car. Clearly Mammut wants to sell you more rope so of course they want you to retire it as soon as possible. They are also obviously concerned about legal liability so, is the manufacturer's warning over cautious? Absolutely. Especially as a new climber, should you be over cautious? Absolutely. You can make a really nice rug with those those old ropes.
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picasso
Jul 6, 2007, 3:16 PM
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So your best bet is to take everyone's advice and get a new rope, but just so we all learn here, I did some research and found the answer to my own question. From the bluewater tech manual website (http://spelean.com.au/BW/TM/BWtechdyn.html) it says "All ropes must exhibit less than 12 kN impact force and hold at least five test falls without breaking in order to meet the minimum UIAA standard." These test falls have a FF of just over 1.78. The website also says "WARNING: a rope is not as valuable as a life. If for any reason you do not feel comfortable climbing on your rope, retire it!" climb safe.
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stymingersfink
Jul 6, 2007, 3:17 PM
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cgesek wrote: Would most climbers retire a rope after a factor 1 fall? Most EXPERIENCED climbers would probably think nothing of it. If you have any doubts about your gear however, to err on the side of safety is generally the less expensive option in the long run. I would recommend that you strive to understand the tests ropes are subjected to, the conditions of said tests, what effects it has upon the rope, and the forces which come into play during the testing process. Check the Lab, search for T. Moyer tests on the web, become a sponge for information.
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dcaldous
Jul 6, 2007, 3:19 PM
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A UIAA certified rope must survive at least 5 1.78 factor falls. It must elongate less than 10% under a static 80 kg load. It can't elongate more than 40% during the factor 1.78 fall. The peak force during the first drop cannot be more than 12 kN. If you want to look at the standards yourself this is their website: http://www.uiaa.ch/?c=188 People might want to keep in mind that a greater than factor 1 fall means that you have fallen past your belayer. I know I've never gotten close to falling past my belayer. I hope people aren't doing that too frequently
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sterlingjim
Jul 6, 2007, 4:02 PM
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Obviously the manufacturers have to be a bit conservative and recommend retiring the rope. If the rope fails they could be in big trouble. Ask yourself why else they are being conservative, though. They are recommending retirement because after a FF 1 they no longer have 100% confidence in the integrity of the rope. Now ask yourself why they no longer have 100% confidence. It's not because they want to sell more rope. Fall factor 1's are not terribly common and would likely only boost sales by a few ropes a year; hardly worth the risk. As for the certifying tests, they mean next to nothing in terms of predicting the durability and longevity of a rope. The properties you see printed on the tags of the rope are essentially void after only a few uses. There is no way to predict the amount of damage done to a randomly 'aged' rope under a FF1. This does not mean a used rope is not safe, the UIAA Safety Commission have taken aging into account while designing the test. It just means if you choose to continue using the rope after a FF1 you have no guarantees. So if: Manufacturer correct + you retire rope = you're out some $$ but you're ok Manufacturer incorrect + you retire rope = you're out some $$ but you're ok Manufacturer incorrect + you don't retire rope = you're ok Manufacturer correct + you don't retire rope = you could die. Figure the odds and decide for yourself if your life and those of your partners are worth the risk. edited to fix some grammar
(This post was edited by sterlingjim on Jul 6, 2007, 4:49 PM)
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jgloporto
Jul 6, 2007, 4:33 PM
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sterlingjim wrote: It's not because they want to sell more rope. Fall factor 1's are not terribly common and would likely only boost sales by a few ropes a year; hardly worth the risk.... Says the Sterling Rope guy... just kidding. I wasn't implying that the warning on ropes is meant to cause climbers to pre-maturely retire rope. I meant to say that some skeptical (and probably soon to be dead) person might argue that Mammut wants you to replace rope more often then is necessary, not on the basis of the number of >FF1's, but just generally. Note that I would never suggest that some skeptical person might argue that certain other companies :cough: Sterling :cough: would engage in such practices. (:wink,wink: can I have a free rope?)
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rangerrob
Jul 11, 2007, 3:02 PM
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You should totally retire that rope man. It's crazy climbing on any rope you already fell on. I mean, this is your LIFE we're talking about. I have taken on the task of disposing of the climbing communities ropes. It is a daunting challenge, but I get great satisfaction out of knowing I am keeping my fellow brethren safe. I have set up an old rope retirement community in my gear room. You can send any rope that you fall on to me. PM me for the address. RR P.S. Mammut and Edelwiess are particularly suspect. If you have ony of these you should not wait until you fall on it. You should send it immeditely to me. Particulalrly if it is the double dry, bicolor, 9.8mm, 70m variety.
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alx
Jul 11, 2007, 4:49 PM
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cgesek wrote: The pamphlet that came with my 10mm Mammut/EMS Promo rope says "Immediate, mandatory replacement is necessary after a hard fall (fall factor >=1), extreme mechanical, or thermal damage, etc." Is this true of all ropes? Is it overly cautious? Would most climbers retire a rope after a factor 1 fall? So DID you take a fall of over factor 1 or is this a rhetorical question?
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greenketch
Jul 11, 2007, 5:11 PM
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Teo thoughts from the OP question. Did you actually take the FF1. Anything up in there kinda makes one question stuff a bit. The other is an observation that makes me wonder if this is a change from the manufactures. All of the previous ropes I have purchased had a similar clause. It recomended replacement on any time one took a fall thatapproached FF2. To now say over FF1 is a significant change.
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rgold
Jul 11, 2007, 6:29 PM
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As an additional consideration for Sterlingjim's analysis, it may be worth noting that the maximum rope tension developed in stopping a factor-one fall approaches 80% of the UIAA impact maximum. In other words, in terms of maximum rope tension, a factor-one event is way more than half as severe as a factor-two event. Given the anecdotal history we have about climbing ropes breaking, it seems unlikely that your rope would break catching, say, another factor-one fall. But we also know, without much precision, that catching falls (as well as many other aspects of climbing life) stiffens a rope. So I guess what you are faced with deciding is whether you want to risk using a rope that may be far stiffer than originally, with the implications this has for loads on both body and protection.
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rangerrob
Jul 11, 2007, 7:05 PM
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You know, everyone here is talking about a factor 1 fall as if it is a rarity. It's not that hard to do. It means falling the same distance as rope is paid out. So if you have 20 feet of rope out and you fall 20 feet, then it is a factor 1 fall. This is hard to do while climbing off the ground or big ledge, becuase it means that you will probably deck and not weight the rope. But climbing off the belay you could easily accomplish this, and I have....on more than one occasion. Climb up 5 or 10 feet, place a piece of gear, climb up to a crux that is 6 or 7 feet above the gear and fall. Viola! you are going to have a facotr 1 fall. I did this on Le Teton in the Gunks. I don't think it is as critical as they would have you believe. But then again, I am not a physicist. It's kinda like the diamond industry suggesting that you spend 3 months salary on an engagement ring....of course that's what they reccomend, they want you to buy more diamond! RR
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cgesek
Jul 11, 2007, 7:15 PM
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In response to those who asked, I haven't taken any falls on this rope. I bought the rope new and flipped through the "manual" and was suprised at the warning. I had assumed a FF1 to be half as severe as a FF2. Rgold indicates otherwise. I am relatively new to leading and don't intend to take such severe falls anytime soon. It is an interesting discussion, however. -Chris
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jt512
Jul 11, 2007, 8:16 PM
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rangerrob wrote: I have taken on the task of disposing of the climbing communities ropes. It is a daunting challenge, but I get great satisfaction out of knowing I am keeping my fellow brethren safe. I have set up an old rope retirement community in my gear room. You can send any rope that you fall on to me. PM me for the address. This joke stopped being funny about 10 years ago. Jay
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jgloporto
Jul 11, 2007, 8:35 PM
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cgesek wrote: I am relatively new to leading and don't intend to take such severe falls anytime soon. -Chris If only it were that easy.... Hitting the ground is so unpleasant and not hitting the ground is so expensive. But I can't remember the last time I intended to whip. My approach is usually something along these lines: :thinking: Hmmm, the 5.11 crux looks tricky but if I can't stick it, I'll just aid through... :2 minutes later: Hey, this is pretty pumpy.... :2 seconds later: Better get the aiders out. :1 second later: FALLING!!!!! :less than 1 second later: Hey, how'd John get above me and how'd my lunch get below me?... Wait a tic! The chick on the line next to me has a really nice butt!
(This post was edited by jgloporto on Jul 11, 2007, 8:37 PM)
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michaeld16
Jul 11, 2007, 8:47 PM
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when someone takes a huge fall, like 1/2 the rope length or even 1/4 the rope length, the dynamics of the rope are spread out more than a shorter fall which can be harder on equipment due to less rope. w/ a good dynamic belay the rope should hold up longer and so should the shock on cams or draws and pitons n * bolts n what knot
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cracklover
Jul 11, 2007, 9:14 PM
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I don't know what kind of rope that is, but if it's anything like the two Mammut 10mm ropes that are shown on their website (Eternity and Galaxy) it should start out with an impact force around 9kN, and should be rated to 7-11 UIAA falls. With that said, if I took a > FF1 on it, I'd inspect it very closely, and then if it looks okay, retire it to the gym and to sport climbing use only. But that's just me. GO
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rangerrob
Jul 12, 2007, 2:19 AM
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Jay, I wasn't joking dude. I am dead serious.
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sterlingjim
Jul 12, 2007, 2:56 AM
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rangerrob wrote: Jay, I wasn't joking dude. I am dead serious. Well then I have a couple thousand pounds of used rope for you for free. You pay the shipping.
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stymingersfink
Jul 12, 2007, 7:06 PM
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sterlingjim wrote: rangerrob wrote: Jay, I wasn't joking dude. I am dead serious. Well then I have a couple thousand pounds of used rope for you for free. You pay the shipping. i have a feeling someone's going to be too busy making rope rugs this winter to get any ice climbing in.
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vegastradguy
Jul 13, 2007, 7:19 AM
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falls greater than factor one should be rare- there's a reason you protect early and often when you start up a pitch on a multipitch route.
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rangerrob
Jul 13, 2007, 3:22 PM
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Greater than...yes. But up to and approaching factor 1 is not that hard to do. By the way Sterling Jim...if that is your website, then we should talk mi amigo. PM me Por Favor. RR
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sterlingjim
Jul 13, 2007, 3:43 PM
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It's not exactly my website but yes I know it sucks, big time. I've been after the powers that be for quite a while to get with the times. I'm told there's a new one in development but I don't know when they're going to roll it out.
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angry
Jul 13, 2007, 4:08 PM
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cracklover wrote: I don't know what kind of rope that is, but if it's anything like the two Mammut 10mm ropes that are shown on their website (Eternity and Galaxy) it should start out with an impact force around 9kN, and should be rated to 7-11 UIAA falls. With that said, if I took a > FF1 on it, I'd inspect it very closely, and then if it looks okay, retire it to the gym and to sport climbing use only. But that's just me. GO That is odd. I understand the idea of having your first tier stuff for the good climbing (trad), and some of your older more beater stuff for sport, I do the same. But I fall a bit more often sport or gym climbing. Often times repeatedly on the same bolt (IE, not as much time for the rope to recover). The little bit of sport climbing I do is still high enough to kill me if the rope broke. I certainly see using a lighter more supple etc. rope for trad, but a suspect rope for anything climbing related doesn't sound good. That said, I wouldn't think twice about using a rope that held a factor 1 fall.
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jt512
Jul 13, 2007, 4:46 PM
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angry wrote: That said, I wouldn't think twice about using a rope that held a factor 1 fall. Re-read rgold's post on page 1 of the thread, and see if you'd think twice. I wouldn't retreat from a route just because I'd taken a factor-1 fall on my rope, but I'd give serious consideration to making that route my last lead on that rope. As rgold stated, a factor-1 fall is not half as severe as a factor-2 fall; it's 80% as severe. So, if you'd definitely retire a rope after a single factor-2 fall, then you probably should retire it after a single factor-1 fall as well. Jay
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knudenoggin
Jul 14, 2007, 5:37 AM
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In reply to: Now ask yourself why they no longer have 100% confidence. (I asked myself, but it's like listening to one hand clapping. ) And did they generate test data with a real belay, which I think will much reduce the tensions RGold refers to below.
rgold wrote: As an additional consideration for Sterlingjim's analysis, it may be worth noting that the maximum rope tension developed in stopping a factor-one fall approaches 80% of the UIAA impact maximum. In other words, in terms of maximum rope tension, a factor-one event is way more than half as severe as a factor-two event. Well, it's not this simple--an important factor has been omitted in this discussion: climber weight. Confer http://www.sci.ccny.cuny.edu/...other/fall_test.html In practice, I think that the body & protection break before the rope.
In reply to: But we also know, without much precision, that catching falls (as well as many other aspects of climbing life) stiffens a rope. So I guess what you are faced with deciding is whether you want to risk using a rope that may be far stiffer than originally, with the implications this has for loads on both body and protection. Or maybe one could regard a rope in such cases as having two lives--one per end. And continue using the rope w/opposite-end tie-in, so that the part subjected to the FF1 would only come into play with a lotttttttttt of rope out?! Which use will hasten retirement, but w/o the immediateness of the FF1 advice. *kN*
(This post was edited by knudenoggin on Jul 14, 2007, 5:40 AM)
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vegastradguy
Jul 14, 2007, 12:44 PM
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knudenoggin wrote: Or maybe one could regard a rope in such cases as having two lives--one per end. And continue using the rope w/opposite-end tie-in, so that the part subjected to the FF1 would only come into play with a lotttttttttt of rope out?! Which use will hasten retirement, but w/o the immediateness of the FF1 advice. *kN* except that, to generate a fall greater than FF1, you need to be on a multipitch route, which generally necessitates the use of both ends of a rope...
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rgold
Jul 14, 2007, 3:42 PM
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knudenoggin wrote: Well, it's not this simple--an important factor has been omitted in this discussion: climber weight. Climber weight is not an important factor in this discussion. For a range of climber weights from 60 kg to 100 kg, the calculated percentage of the UIAA impact rating for a factor-one fall varies from 76.5% to 77.7%, which I had the temerity to characterize as "approaching 80%" without reference to the climber weight. For this calculation, I assumed a UIAA rating of 10 kN, which is a bit higher than most of the hangtags but is, I think, a reasonable estimate for a real rope that has held some short falls and been used for some rappels. Then there are all the other real-world factors, some of which kN alludes to. The totality of these factors might or might not result in lower peak tensions. In some cases, a climber might reasonably conclude that a factor one fall really didn't involve the high loads we'd expect from static belays and lack of give in the system. So we don't know much, and there is no definitive answer about what to do. The major points are that the rope is very unlikely to break, that it may be stiffer, by how much we don't know, and that one shouldn't think of a factor one fall as having half the severity of a factor two fall. I might add a personal observation: I've never known a climber who seemed to exercise excessive prudence in retiring gear. Gear is expensive, and most climbers use theirs long after it is beat-up and fuzzy. As gear gets lighter and thinner, its safe lifetime probably shortens, but many climbers still behave as if the gear is the burlier old stuff---which they already used past its safe lifetime. So to introduce a factor that isn't irrelevant, although still hardly quantifiable, the decision about what to do depends to some extent on how much wear the rope has already seen. Did that factor-one fall happen on the first day out, or did it happen on a three-year old rope with alot of miles on it already?
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knudenoggin
Jul 15, 2007, 2:53 AM
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rgold wrote: knudenoggin wrote: Well, it's not this simple--an important factor has been omitted in this discussion: climber weight. Climber weight is not an important factor in this discussion. For a range of climber weights from 60 kg to 100 kg, the calculated percentage of the UIAA impact rating for a factor-one fall varies from 76.5% to 77.7%, which I had the temerity to characterize as "approaching 80%" without reference to the climber weight. For this calculation, I assumed a UIAA rating of 10 kN, which is a bit higher than most of the hangtags but is, I think, a reasonable estimate for a real rope that has held some short falls and been used for some rappels. Well, I looked at the actual data of the PMI testing, and see that for rope getting a peak impact force of 8.3kn at the UIAA FF-1.7 with a 176# weight the use of a 225# weight appears to produce (interpolating the graph's implied line) about 7.5kn at FF-1.0 (this particular weight was only tested down to FF-1.2, where it was approx. equal to the 176#'s PIForce (resp., 8.2 vs. 8.3kN). And that certainly looks more than "not important" IMO! (Just the bump from 176 to 200# makes an avg. 1kN increase in PiF over the range of FFs 1.4 .. 1.7.) *kN*
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rgold
Jul 15, 2007, 5:38 AM
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kN doesn't give a reference for the PMI tests he cites, and there has been more than one test performed on PMI ropes. His analysis appears to misunderstand my point about the irrelevance of climber weight to my comments. Of course, the peak impact loads go up when the climber's weight goes up, but they go up for both the factor-1 fall AND the factor-1.78 fall, and when you look at the ratio of peak impact loads, which is what I was talking about, it is nearly constant (in the ideal calculations) for climber weights in the 60 -100 kg range. It is for this reason that I said that climber weights were irrelevant to the question of the severity of a factor-1 fall. I was quantifying the "severity" as a fraction of the peak load for a UIAA drop for the same climber, and the only point I was trying to make is that FF-1 is considerably more than half as severe as FF-2, no matter what you weigh. I did find a small error in my worksheet, but the result is even less variation, not more. For climber weights from 60 to 100 kg, the ratio (FF-1 peak load) / (FF-1.78 peak load) rounds off to 77% for the range of climber weights from 60 kg to 100 kg. This is not to say that kN doesn't have a point. If you are considerably heavier than 80 kg, your rope is going to experience a FF-1 impact that is closer to the UIAA rating than the impact for an 80 kg climber would be. Hell, if you are ponderous enough, you could subject your rope to its full UIAA rating while only taking a factor-1 fall. So if relative severity is the issue, then climber weight is irrelevant. On the other hand, if a heavy climber takes the factor-1 plunge, they probably should be thinking a bit differently about rope retirement than if a light climber takes the same fall, and I suppose this is what kN was getting at.
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knudenoggin
Jul 16, 2007, 4:02 AM
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rgold wrote: kN doesn't give a reference for the PMI tests he cites, ... Maybe I need to point it out more conspicuously? Look at my first post and see the link; READ the link and see ... "Pigeon Mountain Industries" marking each page, and other such references to PMI. (It's in the back of my mind though from prior discovery and IIRC it was presented at an IntTechRescueSymp. .)
In reply to: His analysis appears to misunderstand my point about the irrelevance of climber weight to my comments. Um, you appear to forget your comments, which were/are (see above):
In reply to: As an additional consideration for Sterlingjim's analysis, it may be worth noting that the maximum rope tension developed in stopping a factor-one fall approaches 80% of the UIAA impact maximum. In other words, in terms of maximum rope tension, ... What is relevant to the OP is the extent to which a rope is stressed relative to its capacity. As you note, the degree to which any fall approaches a rope's Max.Imp.Force should imply severity in assessing rope retirement. The divisor here is fixed. And the rule given by the cited rope vendor and supported by Sterling_Jim is not well attached to actual values, except by some presumption of climber weights being no greater than the UIAA test weight. If that value--which can be figured as roughly 75% of the rope's UIAA MaxImp.Force-- is charted against climber weights, retirement guidelines would have different FFs per weight.
In reply to: I was quantifying the "severity" as a fraction of the peak load for a UIAA drop for the same climber, ... And I'm insisting that this is irrelevant; the rope only cares about ITS capacity, not any relation of FF-x to FF-y. *kN*
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rangerrob
Jul 16, 2007, 8:04 PM
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Boy you fellers really know how to take the life out of a thread, don't ya RR
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hikerken
Jul 16, 2007, 9:47 PM
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I think that there is a big point largely being missed here, and it has to do with what a dynamic rope does: absorb shock through non-recovering elasticity. It stretches, somewhat like a rubber band, but it does not fully spring back...some of the fibers are pulled out, losing it's elastic qualities. When to retire a rope has been a dilemma for a long time, for the day-in, day-out use of a rope. There was plenty of data that showed that a factor 2 fall pretty much converted a dynamic rope to a static rope, permanently. But for less severe falls, the data was not really there. It seems that manufacturers have paid for it to be done, and now we know that a factor 1 fall does the damage. However, the assumption I sense in a lot of the posts seems to do with a rope breaking. That is NOT the issue. Even old ropes don't break. The problem is that they gradually become static ropes, and a fall on a static rope is highly dangerous and very injurious. By the way, such a rope would be quite fine for top-roping or rapping, and long as it passes a visual and manual inspection, and hasn't been exposed to the things that damage ropes, like acid. It's great to climb in an era where there is actually data available on these things, instead of flat out guessing. Some critically important subjects UIAA has researched: See here for study on ropes http://www.uiaa.ch/article.aspx?c=231&a=147 "The table shows all rope failures amongst German and Austrian mountaineers and climbers since the end of the sixties. Until 1982 a maximum of two rope failures each year happened. Not more! All climbers were killed. From 1983 until today, that is, within the last 19 years, there were only two rope failures amongst German and Austrian mountaineers and climbers. And this under circumstances of hundreds of thousands of falls amongst sport climbers each year. This shows that our ropes nowadays are much stronger than we believe (more correctly: our ropes have higher energy absorbing capacity)."
(This post was edited by hikerken on Jul 17, 2007, 4:06 AM)
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knudenoggin
Jul 17, 2007, 4:37 PM
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hikerken wrote: I think that there is a big point largely being missed here, and it has to do with what a dynamic rope does: absorb shock through non-recovering elasticity. ... There was plenty of data that showed that a factor 2 fall pretty much converted a dynamic rope to a static rope, permanently. But for less severe falls, the data was not really there. It seems that manufacturers have paid for it to be done, and now we know that a factor 1 fall does the damage. And you're repeating the mistake I've tried to point out (even to the point of "driving the life out of this thread"): "Fall Factor X" is NOT NOT NOT a measure of force, absent a falling mass. And what that mass is, makes a difference. The general statements given in the OP and echoed elsewhere assume a mass of 80kg, but YMMV in individual cases, and it is the generated force--by whatever FF generates it (and that depends ...)--that affects the material. There should be a noticeable difference in the state of equal ropes that have respectively been used over identical FF histories between a couple of flyweight rockbunnies vs. a couple of big lunks. My hunch is that there could be a better method of checking for the loss of elasticity in a dynamic rope (or, in parts (the ends) of it!), in which a standard weight would be dropped a set distance and the depth of the drop measured--as that becomes less, one is apprised of the ageing of the rope, the loss of stretch. *kN*
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hikerken
Jul 17, 2007, 5:36 PM
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Uhhhhh, I don't understand what, in my posting that you've quoted, I said anything about forces? In fact, the word doesn't appear. Are you just trolling?
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jt512
Jul 17, 2007, 5:58 PM
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knudenoggin wrote: hikerken wrote: I think that there is a big point largely being missed here, and it has to do with what a dynamic rope does: absorb shock through non-recovering elasticity. ... There was plenty of data that showed that a factor 2 fall pretty much converted a dynamic rope to a static rope, permanently. But for less severe falls, the data was not really there. It seems that manufacturers have paid for it to be done, and now we know that a factor 1 fall does the damage. And you're repeating the mistake I've tried to point out (even to the point of "driving the life out of this thread"): "Fall Factor X" is NOT NOT NOT a measure of force, absent a falling mass. And what that mass is, makes a difference. The general statements given in the OP and echoed elsewhere assume a mass of 80kg, but YMMV in individual cases, and it is the generated force--by whatever FF generates it (and that depends ...)--that affects the material. There should be a noticeable difference in the state of equal ropes that have respectively been used over identical FF histories between a couple of flyweight rockbunnies vs. a couple of big lunks. That is not a practical distinction. Do you really think that someone should be thinking, "I'm only 67 kg, so I can take up to a 1.4 FF fall without retiring my rope; but my partner weights 77 kg, so he can take up to a 1.1 FF fall on my rope without my retiring my rope?" Jay
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knudenoggin
Jul 18, 2007, 3:08 AM
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In reply to: knudenoggin wrote: "Fall Factor X" is NOT NOT NOT a measure of force, absent a falling mass. And what that mass is, makes a difference. The general statements given in the OP and echoed elsewhere assume a mass of 80kg, but YMMV in individual cases, and it is the generated force--by whatever FF generates it (and that depends ...)--that affects the material. There should be a noticeable difference in the state of equal ropes that have respectively been used over identical FF histories between a couple of flyweight rockbunnies vs. a couple of big lunks. That is not a practical distinction. Do you really think that someone should be thinking, "I'm only 67 kg, so I can take up to a 1.4 FF fall without retiring my rope; but my partner weights 77 kg, so he can take up to a 1.1 FF fall on my rope without my retiring my rope?" Jay ??? The only unseemliness of this is how you put it. Rather, when considering the recent history of a rope (recall: the issue at hand is the force-unspecific rule of retiring after (any) FF-1 fall), the severity of use is assessed. And that requires simple thinking such as "we didn't come close to generating a force that high," based on reference to a table of forces per FF & mass. You think it's practical, rather, to do something like "you took a FF-1 fall just now, and though you weigh about half the weight used for the UIAA test, we should follow the FF-1 retirement rule." ? (Or, on the flip side (a term unknown to X generation?), to remain complacent when "only" a FF-0.8 fall was sustained, even though climber weight's well over 80kg?) I imagine there are plenty of climbers out there who fall well on either side of the FF-1_with_80kg force at FF-1 with their personal mass, and with their most frequent partner's. They'd be better served with a table of generated forces than a simplistic FF rule. And the situation is really compounded in that the rope to be used by the light climber has future demands upon it that are less than that used by the heavy climber. *kN*
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knudenoggin
Jul 18, 2007, 3:26 AM
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hikerken wrote: Uhhhhh, I don't understand what, in my posting that you've quoted, I said anything about forces? In fact, the word doesn't appear. And doesn't this just highlight my point? Which is that the deterioration of a rope's capability is a function of the forces it's sustained, and you have stated supposed retirement rules that don't say anything about forces! That should raise questions about those rules. *kN* ps: I'm not trolling, but training: haven taken the life out of this thread, I'm trying to take the 2nd life out of it. Eventually, I hope to become able to stifle even a "Really Truly Improved Sliding-X vs. Equalette" thread. One can dream.
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jt512
Jul 18, 2007, 3:52 AM
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knudenoggin wrote: In reply to: knudenoggin wrote: "Fall Factor X" is NOT NOT NOT a measure of force, absent a falling mass. And what that mass is, makes a difference. The general statements given in the OP and echoed elsewhere assume a mass of 80kg, but YMMV in individual cases, and it is the generated force--by whatever FF generates it (and that depends ...)--that affects the material. There should be a noticeable difference in the state of equal ropes that have respectively been used over identical FF histories between a couple of flyweight rockbunnies vs. a couple of big lunks. That is not a practical distinction. Do you really think that someone should be thinking, "I'm only 67 kg, so I can take up to a 1.4 FF fall without retiring my rope; but my partner weights 77 kg, so he can take up to a 1.1 FF fall on my rope without my retiring my rope?" Jay ??? The only unseemliness of this is how you put it. Rather, when considering the recent history of a rope (recall: the issue at hand is the force-unspecific rule of retiring after (any) FF-1 fall), the severity of use is assessed. And that requires simple thinking such as "we didn't come close to generating a force that high," based on reference to a table of forces per FF & mass. You think it's practical, rather, to do something like "you took a FF-1 fall just now, and though you weigh about half the weight used for the UIAA test, we should follow the FF-1 retirement rule." ? (Or, on the flip side (a term unknown to X generation?), to remain complacent when "only" a FF-0.8 fall was sustained, even though climber weight's well over 80kg?) I imagine there are plenty of climbers out there who fall well on either side of the FF-1_with_80kg force at FF-1 with their personal mass, and with their most frequent partner's. They'd be better served with a table of generated forces than a simplistic FF rule. And the situation is really compounded in that the rope to be used by the light climber has future demands upon it that are less than that used by the heavy climber. *kN* I think you are over-complicating the situation. A simple rule, "retire your rope after any fall greater than fall-factor 1," will work perfectly well for just about anybody. Such a rule is probably so conservative that it covers 99.9% of climbers. Sure, it's overly-conservative for really light climbers, but how many times in one's life does a climber take such a severe fall, anyway. You're making a big deal about nothing. Jay
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patto
Jul 18, 2007, 4:05 AM
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rgold wrote: As an additional consideration for Sterlingjim's analysis, it may be worth noting that the maximum rope tension developed in stopping a factor-one fall approaches 80% of the UIAA impact maximum. In other words, in terms of maximum rope tension, a factor-one event is way more than half as severe as a factor-two event.
jt512 wrote: As rgold stated, a factor-1 fall is not half as severe as a factor-2 fall; it's 80% as severe. So, if you'd definitely retire a rope after a single factor-2 fall, then you probably should retire it after a single factor-1 fall as well. The problem is that rgold is wrong. A factor 1 fall is not 80% as severe as factor 2. Sure the forces might be 80% as high but that is not as important as the energy being absorbed. A factor 2 fall involves twice as much energy being absorbed by the same amount of rope. Most ropes will not survive more than 15 Factor 2 falls, yet they will survive many many more factor 1 falls. Factor 1 falls cause negligable damage to the rope. Factor 2 falls cause significant damage. Materials science is complex, a good start would be considering stress-strain curves. Personally I would chop off the affected part of a rope for any decent fall greater that factor 1. Fourtunately I haven't had to do this, falls over factor 1 are difficult to accomplish.
(This post was edited by patto on Jul 18, 2007, 8:18 AM)
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jt512
Jul 18, 2007, 4:14 AM
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Please fix the quoting in the above post. You are attributing my comments to "angry," and your comments to me. Jay
(This post was edited by jt512 on Jul 18, 2007, 4:16 AM)
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jt512
Jul 18, 2007, 4:36 AM
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patto wrote: jt512 wrote: rgold wrote: As an additional consideration for Sterlingjim's analysis, it may be worth noting that the maximum rope tension developed in stopping a factor-one fall approaches 80% of the UIAA impact maximum. In other words, in terms of maximum rope tension, a factor-one event is way more than half as severe as a factor-two event. As rgold stated, a factor-1 fall is not half as severe as a factor-2 fall; it's 80% as severe. So, if you'd definitely retire a rope after a single factor-2 fall, then you probably should retire it after a single factor-1 fall as well. A factor 2 fall involves twice as much energy being absorbed by the same amount of rope. No argument, so far.
In reply to: Most ropes will not survive more than 15 Factor 2 falls, yet they will survive many many more factor 1 falls. Factor 1 falls cause negligable damage to the rope. [Emphasis added] What is your basis for that assertion? The direct issue isn't how many falls the rope will endure after a factor-1 fall. After all, even after the first factor-2 fall we would expect the rope to withstand a 2nd factor-2 fall. The main issue is what will be the maximum impact force in a factor-2 fall after a factor-1 fall. Do you have any data as to what that would be? Jay
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rgold
Jul 18, 2007, 5:01 AM
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Patto, I may indeed be wrong; I did a force calculation based on a linear rope model. I am not an engineer and certainly not a materials scientist. Since you seem to know something about this, I'd find it very useful to have some references for three of your statements: 1. Ropes will survive many many more factor-1 falls than factor-2 falls. 2. Factor-1 falls cause negligible damage to the rope. 3. Factor-2 falls cause significant damage to the rope. If any of your references quantify "many many more," "negligible," and "significant," that would also be helpful, as would a description of the nature of the damage you refer to.
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knudenoggin
Jul 18, 2007, 5:50 AM
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[3rd thread life being snuffed, now] And the "FF" talk w/o mass specified continues; I guess we're to assume the UIAA 80kg? How about this test: figure the mass needed at FF-1 to equal the impact force generated by the UIAA mass at FF-1.7 (might as well take the UIAA FF); with each mass & FF paired, run testing out to see how each progresses (presumably if one has worse i.e. higher impact forces in subsequent drops, that one will also break first--have fewer total falls held). Which might be like Beth Rodden (105#) taking FF-1.7s, with VivaLARGo (105 + LARG #) taking FF-1.0s. (How much LARG?) *kN*
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patto
Jul 19, 2007, 1:57 AM
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rgold wrote: Patto, I may indeed be wrong; I did a force calculation based on a linear rope model. I am not an engineer and certainly not a materials scientist. Since you seem to know something about this, I'd find it very useful to have some references for three of your statements: 1. Ropes will survive many many more factor-1 falls than factor-2 falls. 2. Factor-1 falls cause negligible damage to the rope. 3. Factor-2 falls cause significant damage to the rope. If any of your references quantify "many many more," "negligible," and "significant," that would also be helpful, as would a description of the nature of the damage you refer to. I knowingly used qualitative words as I do not have number available. However I'll try to back up my statements. Ropes will survive many many more factor-1 falls than factor-2 falls. This follows from the other two comments. Also talk to Dan Osman about his many factor 1 falls. Pitty the friction got to him. :( Factor-2 falls cause significant damage to the rope. Most ropes can hold fewer than 15 factor 2 falls many less than 10. Failure after less than 15 cycles indicates to me that damage the I would describe as significant. It quantifiably reduces the ropes life and strength. Factor 1 falls cause negligable damage to the rope. A factor 2 fall involes TWICE a much energy as a factor 1 fall. I don't have the numbers to show you but consider this: If you have a rubber band that can hold a weight drop of 2kg 15 times how many times could it hold a 1kg weight drop. I would be estimate it would be well over 10x more times. Similiary you could drop oranges from 1m heights vs 2m heights and compare the survivability. Good elastic mediums can have 1000s of cycles if the plastic yield point is not reached. I would be VERY surprised if a factor 1 fall pushes a rope into plastic deformation. Check out for a quick description of strength vs strain. http://www.key-to-steel.com/Articles/Art43.htm
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greenketch
Jul 19, 2007, 4:17 AM
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Patto, I can definatley see that you do not have the numbers to demonstrate your theoury. I can also see that yu do not have the understanding of ropes or falls to postulate a plausible theory. The change in fall factor does not directly relate to a change in fall forces, it is a ratio that is used in the calculation of peak forces. A rope does not dissipate by plastic deformation. It is part of the construction of the rope (a spiral lay of the kern) that functions in this way. The spiral is disturbed as the force is applied and it does not return fully. thanks for trying though
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jt512
Jul 19, 2007, 4:31 AM
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patto wrote: rgold wrote: Patto, I may indeed be wrong; I did a force calculation based on a linear rope model. I am not an engineer and certainly not a materials scientist. Since you seem to know something about this, I'd find it very useful to have some references for three of your statements: 1. Ropes will survive many many more factor-1 falls than factor-2 falls. 2. Factor-1 falls cause negligible damage to the rope. 3. Factor-2 falls cause significant damage to the rope. If any of your references quantify "many many more," "negligible," and "significant," that would also be helpful, as would a description of the nature of the damage you refer to. I knowingly used qualitative words as I do not have number available. However I'll try to back up my statements. Ropes will survive many many more factor-1 falls than factor-2 falls. This follows from the other two comments. Also talk to Dan Osman about his many factor 1 falls. Pitty the friction got to him. :( Factor-2 falls cause significant damage to the rope. Most ropes can hold fewer than 15 factor 2 falls many less than 10. Failure after less than 15 cycles indicates to me that damage the I would describe as significant. It quantifiably reduces the ropes life and strength. Factor 1 falls cause negligable damage to the rope. A factor 2 fall involes TWICE a much energy as a factor 1 fall. I don't have the numbers to show you but consider this: If you have a rubber band that can hold a weight drop of 2kg 15 times how many times could it hold a 1kg weight drop. I would be estimate it would be well over 10x more times. Similiary you could drop oranges from 1m heights vs 2m heights and compare the survivability. Good elastic mediums can have 1000s of cycles if the plastic yield point is not reached. I would be VERY surprised if a factor 1 fall pushes a rope into plastic deformation. Check out for a quick description of strength vs strain. http://www.key-to-steel.com/Articles/Art43.htm In other words, you have no data, just a circular argument. Jay
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knudenoggin
Jul 19, 2007, 5:01 PM
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jt512 wrote: patto wrote: rgold wrote: [unneeded, deleted] [...... and, we just read all this--blip rather than echo to add one line ] In other words, you have no data, just a circular argument. There's enough lack of data here to go around on all sides of this debate, which keeps the illusion that we only need speak of Fall Factor alone as relevant. On the anecdotal side, we can look to Outdoor Knots from Mountaineers publishers for these words of retirement guidance:
In reply to: Extensive data show the repeated short falls, whether sport climbing or top roping, quickly wear out dynamic ropes--owners of climbing gyms know this all too well. Likewise, frequent rappelling ... does a lot of damage. One study showed that just 50 rappels with a figure-8 device reduced the number of falls held by a third. [I wonder at the allowed recovery time in this study.] ... Heavy climbers do more wear and tear than lighter climbers. Frequent falls and lowering wallop a rope more than occasional falls when traditional climbing. Tests of ropes with known climbing histories indicate that after 100 50-meter pitches, a climbing rope loses half of its fall rating. And another 120 pitches (11,000 meters climbing total) reduces dynamic ability to one third of original. Which hints that the sum of the Smalls is greater than the Big, contrary to Patto's and my suggestions. But there's a lot to better understand, here. (Re lowering, its effect I think could be lessened if the climber did the lowering control, halving the load on the rope, rather than engaging the pulley effect's greater tension at the top along with feed through the belay device.) *kN*
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