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Re: [adatesman] Pull Test Results: Tradklime's Quicklinks vs Petzl Quicklinks
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shoo


Apr 9, 2008, 5:28 PM
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Re: [adatesman] Pull Test Results: Tradklime's Quicklinks vs Petzl Quicklinks
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The standard deviation of this sample was 434 lbf.

You get a 95% confidence interval of 4822-5734 assuming normal distribution. That means that you would expect that 95% of all quicklinks of this manufacture tested would fall within this range, and more importantly that 97.5% of all quicklinks would fail above 4822 lbf.

Tested at 3-sigma, the already very conservative standard used by most climbing manufacturers, you find that these quicklinks would get rated at 3974 lbf, or about 17.6 kn. You would thus expect that 99.87% of all of these quicklinks would fail at above 17.6 kn.

It seems to me that the safe working load printed on the links is ridiculously conservative. In fact, it works out to well over 8 sigma.

Edited to rework numbers.


(This post was edited by shoo on Apr 9, 2008, 7:26 PM)


adatesman


Apr 9, 2008, 5:35 PM
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shoo


Apr 9, 2008, 5:39 PM
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Re: [adatesman] Pull Test Results: Tradklime's Quicklinks vs Petzl Quicklinks [In reply to]
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If you remove sample 3, you get the following, assuming normal distribution.

Standard Deviation: 242 lbf
95% CI: 4846-5402 lbf
Rating at 3 sigma: 4399 lb


(This post was edited by shoo on Apr 9, 2008, 7:25 PM)


tradklime


Apr 9, 2008, 5:48 PM
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Aric,

Thanks for your efforts!

I find the results encouraging. I was hoping they would at least double the SWL, and they all exceeded that.

Strength wise, I think they are appropriate for rap stations especially if the rope runs through 2, as would the case be with a bolted anchor. The strength of the links exceeds that of SMC rings and 1 inch tubular webbing (without a knot). So I don't think its a concern.

Regarding size, I have encountered similar sized links many times before and have never had an issue. Quicklinks are nice because they are easy to add to existing stations and are easy to replace.

I purchased them from the following site awhile back: http://www.stageriggingonline.com/...ies-quick-links.html At the time, with shipping, it worked out to about 75 cents each. So the cost was very low. The label on the box was "Fehr" which is the online company's name, so not much info there other than "made in china".

One thing about made in china stuff, this testing probably only represents links from that particular batch. It seems that quality control on both materials and manufacturing can be highly variable there.

Regarding the lack of visual indication prior to breaking, the forces involved are high enough that an anchor of any type would, in reality, never see it. And if it did, other failures or indications would likely occur. And when redundant... just not an issue I believe.

Thanks again


shoo


Apr 9, 2008, 6:03 PM
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I'm a little curious as to how precise the measurements are. If you want the 2nd Petzl video, it was left at 6901 lbf for a while before it broke. I would assume that means that the link would have broken at significantly lower forces than the final reading.

Edited to change "accurate" to precise. My stats proffs would have killed me if they saw that. I'm also interested in accuracy, but precision was the topic of the discussion above.


(This post was edited by shoo on Apr 9, 2008, 6:25 PM)


jt512


Apr 9, 2008, 6:54 PM
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Re: [shoo] Pull Test Results: Tradklime's Quicklinks vs Petzl Quicklinks [In reply to]
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shoo wrote:
The standard deviation of this sample was 434 lbf.

You get a 95% confidence interval of 4822-5734. That means that you would expect that 95% of all quicklinks of this manufacture tested would fall within this range, and more importantly that 97.5% of all quicklinks would fail above 4822 lbf.

Tested at 3-sigma, the already very conservative standard used by most climbing manufacturers, you find that these quicklinks would get rated at 3974 lbf, or about 17.6 kn. You would thus expect that 99.87% of all of these quicklinks would fail at above 17.6 kn.

It seems to me that the safe working load printed on the links is ridiculously conservative. In fact, it works out to well over 8 sigma.

Edited to rework numbers.

Your calculation of the confidence interval is correct, but you've drawn the wrong conclusion from it.

The mean of the sample is 5278.2 lb, and the sample standard deviation is 434.7 lb. This is not the population standard deviation, only an estimate of it. Since the population SD is unknown, if we assume that the population is normally distributed, then the sample mean has a t-distribution with 5 degrees of freedom. The 95% confidence interval of the mean is equal to the mean +/- 2.571 SD/sqrt(5), or 4821-5734 lb. This gives us an indication of how precise our estimate of the population mean is, and not much else. In particular, it does not tell us that 97.5% of all such quicklinks would fail at or above 4821 lb. You are confusing the lower confidence limit of the mean with the 2.5th percentile of the population. Confidence limits are not estimates of population percentiles.

What we do know is that the variability in breaking strengths is unacceptably high for applications on which lives depend. Assuming a population SD of 435, the coefficient of variation is 435 / 5278 = 8.2%. This shows that the manufacturing process is poorly controlled. I don't know what an acceptable CV is for climbing equipment under CE or UIAA standards, but my guess is that this result is at least 10 times too high. Take a look at the test results for the Petzl links, for comparison. Although there is not much we can conclude from such a small sample size, the two units broke only 6 lb apart.

Given the availability of such a superior product, there is probably no excuse for using the Chinese links for any climbing application. Given the evidence of poor quality control, I would not rely on a single Chinese link for any climbing application whatsoever. Given the low loads expected from a rappel station, I would rap off two such links. However, I would use superior equipment if equipping the rap station myself.

Jay


(This post was edited by jt512 on Apr 9, 2008, 9:07 PM)


shoo


Apr 9, 2008, 7:23 PM
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jt512 wrote:
Your calculations are incorrect and you've drawn the wrong conclusion from them.

The mean of the sample is 5278.2 lb, and the sample standard deviation is 434.7 lb. This is not the population standard deviation, only an estimate of it. Since the population SD is unknown, if we assume that the population is normally distributed, then the sample mean has a t-distribution with 5 degrees of freedom. The 95% confidence interval of the mean is equal to the mean +/- 2.571 SD, or 4160-6395 lb.

No, you are incorrect. The 95% CI at 5df is the mean +/- 2.571 * Standard Error

SE = SD/sqrt(n)

Yes, I am assuming that the there is a normal distribution of failure points, mostly because it's the same assumption that major gear manufacturers make. With more data, I can verify this. It's also a pretty standard assumption to make when you're doing things like this. However, you are correct in that I should state my assumption of normal distribution, and I have edited my posts to do so.


(This post was edited by shoo on Apr 9, 2008, 7:42 PM)


tradklime


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Re: [jt512] Pull Test Results: Tradklime's Quicklinks vs Petzl Quicklinks [In reply to]
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jt512 wrote:
This gives us an indication of how precise our estimate of the population mean is, and not much else, since we do not have sufficient evidence evidence to conclude that the population is normally distributed. In fact, we know essentially nothing about the distribution. For instance, who is to say that 1 link out of 100 isn't simply pure junk and breaks at say 500 lb.

I'm sure I'm showing my statistical ignorance with the following questions...

How would you go about determining distribution?

Don't you have a similar issue with any manufacturing process that doesn't test every item made? What's to say 1 in 100 Petzl links won't fail at 500 lbs?


jt512


Apr 9, 2008, 8:20 PM
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shoo wrote:
jt512 wrote:
Your calculations are incorrect and you've drawn the wrong conclusion from them.

The mean of the sample is 5278.2 lb, and the sample standard deviation is 434.7 lb. This is not the population standard deviation, only an estimate of it. Since the population SD is unknown, if we assume that the population is normally distributed, then the sample mean has a t-distribution with 5 degrees of freedom. The 95% confidence interval of the mean is equal to the mean +/- 2.571 SD, or 4160-6395 lb.

No, you are incorrect. The 95% CI at 5df is the mean +/- 2.571 * Standard Error

SE = SD/sqrt(n)

Yes, I am assuming that the there is a normal distribution of failure points, mostly because it's the same assumption that major gear manufacturers make. With more data, I can verify this. It's also a pretty standard assumption to make when you're doing things like this. However, you are correct in that I should state my assumption of normal distribution, and I have edited my posts to do so.

You're right, so you've calculated the CI correctly, but you're missing the bigger picture. The lower 95% confidence limit is not an estimate of the 2.5th percentile of the population. The width of the 95% confidence interval will be (much) narrower than the difference between the 97.5th and 2.5th percentile of the population, precisely because the standard error of the sample mean is (much) smaller than the standard deviation of the population.

I've edited my original post to reflect that your calculation of the CI is correct, and to hopefully clarify why your inference from it is mistaken.

Jay


jt512


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tradklime wrote:
jt512 wrote:
This gives us an indication of how precise our estimate of the population mean is, and not much else, since we do not have sufficient evidence evidence to conclude that the population is normally distributed. In fact, we know essentially nothing about the distribution. For instance, who is to say that 1 link out of 100 isn't simply pure junk and breaks at say 500 lb.

I'm sure I'm showing my statistical ignorance with the following questions...

How would you go about determining distribution?

Hehe. That's kind of a loaded question. In practice, you need a larger sample size. You can then use a number of graphical methods, such as histograms and Q-Q plots to check if the data reasonably approximate a normal distribution. There are also various statistical tests for normality, none of which, to the best of my knowledge, are very useful.

In reply to:
Don't you have a similar issue with any manufacturing process that doesn't test every item made? What's to say 1 in 100 Petzl links won't fail at 500 lbs?

Our problem is that we're basing a decision on just 6 units. Legitimate manufacturers test thousands of units, so they have a very good understanding of the distribution of failure loads. In a properly controlled manufacturing processes the SD is quite small compared with the mean. Published independent tests of climbing gear have demonstrated this. When a legit manufacturer quotes a 3-sigma rating you can be confident that even the < 1/1000 unit that doesn't meet the 3-sigma standard will still have a failure point that is quite close to the standard (since the SD is small).

Jay


(This post was edited by jt512 on Apr 9, 2008, 9:06 PM)


AlexCV


Apr 10, 2008, 12:52 AM
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jt512 wrote:
Our problem is that we're basing a decision on just 6 units. Legitimate manufacturers test thousands of units, so they have a very good understanding of the distribution of failure loads. In a properly controlled manufacturing processes the SD is quite small compared with the mean. Published independent tests of climbing gear have demonstrated this. When a legit manufacturer quotes a 3-sigma rating you can be confident that even the < 1/1000 unit that doesn't meet the 3-sigma standard will still have a failure point that is quite close to the standard (since the SD is small).

Another thing is that a reputable manufacturer with good quality control processes will also performQC checks on every batch they produce and use tools like the WECO rules (the curious might want to google this) to make sure their batches are all very close to the target and to detect deviations early in the production cycle, before the products gets out of specs.


(This post was edited by AlexCV on Apr 10, 2008, 12:53 AM)


majid_sabet


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nice work


tradklime


Apr 10, 2008, 1:46 AM
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jt512 wrote:
Our problem is that we're basing a decision on just 6 units. Legitimate manufacturers test thousands of units, so they have a very good understanding of the distribution of failure loads. In a properly controlled manufacturing processes the SD is quite small compared with the mean. Published independent tests of climbing gear have demonstrated this. When a legit manufacturer quotes a 3-sigma rating you can be confident that even the < 1/1000 unit that doesn't meet the 3-sigma standard will still have a failure point that is quite close to the standard (since the SD is small).

And yet well respected climbing manufactures have recently implemented recalls of defective equipment that has made its way into the hands of consumers.

I hear what you're saying, but what does that say of the many thousands of climbs equipped with similar quicklinks, hardware store chain, welded coldshuts, and god knows what types of bolts (and how they were installed), all the while failures are extremely rare. This is for many reasons, but mostly because the equipment is more than adequate for the loads exerted upon it.

Another thing, the manufacturer only declares a SWL of 1550. It could be that they have tested 1,000s and due to variability are unable to state (based on statistical standards) anything more. That doesn't make it a bad product per say, and it doesn't necessarily make it unsuitable for all climbing applications.

Ultimately, climbers need to employ judgment and common sense when using gear, 3-sigma or otherwise. We need take responsibility for our own safety and decide if the gear we are trusting our lives to is adequate.

And this, of course, speaks nothing of the rock, trees, and other natural features that we routinely trust our lives to.


jt512


Apr 10, 2008, 2:05 AM
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tradklime wrote:
jt512 wrote:
Our problem is that we're basing a decision on just 6 units. Legitimate manufacturers test thousands of units, so they have a very good understanding of the distribution of failure loads. In a properly controlled manufacturing processes the SD is quite small compared with the mean. Published independent tests of climbing gear have demonstrated this. When a legit manufacturer quotes a 3-sigma rating you can be confident that even the < 1/1000 unit that doesn't meet the 3-sigma standard will still have a failure point that is quite close to the standard (since the SD is small).

And yet well respected climbing manufactures have recently implemented recalls of defective equipment that has made its way into the hands of consumers.

Yes. In spite of the QC. Take away the QC and things would be much, much worse.

In reply to:
Another thing, the manufacturer only declares a SWL of 1550.

SWL is an industrial/construction industry term. I'm not too familiar with it. I have a vague notion that SWL is 1/4th the anticipated maximum load.

In reply to:
It could be that they have tested 1,000s and due to variability are unable to state (based on statistical standards) anything more.

The large standard deviation indicates that the quality control process is inadequate for use in a process on which lives depend. I've already stated that.

In reply to:
That doesn't make it a bad product per say, and it doesn't necessarily make it unsuitable for all climbing applications.


Yes, actually it does, and it does.

Jay


shoo


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JT:
There are many ways to interpret a CI, all following different paradigms of statistics. In these case, I am using the convention consistent with what has been stated by Black Diamond on their testing website.
http://www.bdel.com/about/3_sigma.php
It is not the only interpretation, nor is it the most technically correct, but it is arguably the most useful interpretation in this case.

Alternatively, you can state that you are 97.5% sure that the biners will fail after the lower confidence level. I believe this is the interpretation to which you are alluding. It is also a correct, albeit vague, definition.

Strictly speaking, if the failure of point quicklinks is in fact distributed normally, my interpretation will hold true and only 2.5% of quicklinks of that manufacture would be expected to fail above the lower limit stated.

Yes, it's true that I don't know if failure is normally distributed, but it's really the best assumption in this case since similar objects tested in similar ways have normal distributions of their failures.

Here's my personal take on the matter. I am confident that the results show breaking strength consistent enough to use in most climbing applications. That being said, I'd generally rather use equipment from companies whose consistency is constantly being monitored, such as a reputable climbing company. However, being the economist I am, there is value in using alternative producers, in that it helps drive the price of similar goods down. Ultimately, it depends on just how big the consistency and price differences are.


rjtrials


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jt512 wrote:
tradklime wrote:

In reply to:
That doesn't make it a bad product per say, and it doesn't necessarily make it unsuitable for all climbing applications.


Yes, actually it does, and it does.

Jay

Jay,
Im not familiar with the ratings on most 5/16 quicklinks, but you seem to be opposed to their usage in climbing. I have seen MANY quicklinks in action on permadraws and/or anchors.

What is your take on the general usage of quicklinks over biners?

RJ


jt512


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shoo wrote:
JT:
There are many ways to interpret a CI, all following different paradigms of statistics.

No there are not.

In reply to:
In these case, I am using the convention consistent with what has been stated by Black Diamond on their testing website.
http://www.bdel.com/about/3_sigma.php

No, you are not. As I said before, you are confusing the confidence interval, which is based on the distribution of the sample mean, with the distribution of the population of the individual quicklinks. Go back to your elementary statisitcs book.

In reply to:
It is not the only interpretation, nor is it the most technically correct, but it is arguably the most useful interpretation in this case.

No, it is just plain wrong. You are confused.

In reply to:
Alternatively, you can state that you are 97.5% sure that the biners will fail after the lower confidence level. I believe this is the interpretation to which you are alluding. It is also a correct, albeit vague, definition.

No, it is not what I'm getting. The confidence interval says nothing whatsoever about what percentage of units will fail at loads beyond some value.

In reply to:
Strictly speaking, if the failure of point quicklinks is in fact distributed normally, my interpretation will hold true and only 2.5% of quicklinks of that manufacture would be expected to fail above the lower limit stated.

No, it won't. The CI gives you information about the sample means, not the individual units.

In reply to:
Yes, it's true that I don't know if failure is normally distributed, but it's really the best assumption in this case since similar objects tested in similar ways have normal distributions of their failures.

I'm not aware of a single statistical application in which it is acceptable to assume normality without evidence, and I do statistics for a living. Regardless, it is a minor point in comparison with your gross failure to understand the difference between the distribution of the sample mean and the distribution of the population of individual units.

Jay


jt512


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rjtrials wrote:
jt512 wrote:
tradklime wrote:
That doesn't make it a bad product per say, and it doesn't necessarily make it unsuitable for all climbing applications.


Yes, actually it does, and it does.

Jay

Jay,
Im not familiar with the ratings on most 5/16 quicklinks, but you seem to be opposed to their usage in climbing. I have seen MANY quicklinks in action on permadraws and/or anchors.

What is your take on the general usage of quicklinks over biners?

RJ

I have no opinion on quick links in general. I would, however, not use these particular Chinese quick links, based on the results of this testing.

Jay


(This post was edited by jt512 on Apr 10, 2008, 3:03 AM)


shoo


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I'm going to go ahead and concede this one. It's been a few years since I've taken an intro stats course, and it's entirely possible I've mis-remembered something, and I don't do stats for a living. It looks like I'm going to have to pull out some old textbooks to re-read this stuff.

Edited to add: Ok, just pulled out my old stats book. Strictly speaking, there ARE multiple interpretations for CI, as I was stating earlier, but that's not relevant. Do a search if you're interested. The better interpretation, at least by the book I'm using, is that there is a 95% chance that the true mean lies within the bounds of the confidence interval.


(This post was edited by shoo on Apr 10, 2008, 2:56 PM)


jt512


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In reply to:
On another note, we don't know the true population mean or standard deviation.

Right, but we have unbiased estimates of both. Therefore, we can compute an unbiased estimate of any population percentile, provided we're willing to accept the normality assumption. The problem is that our sample size is so small that our estimate, though unbiased, will be very unreliable. Say we want to estimate what the 3-sigma rating should be. That is, we want an estimate of mu minus 3*sigma. Our point estimate would be X-bar minus 3*S, where S is the sample standard deviation. This works out to be 5278 - 3*475 = 3973 lb. That doesn't seem too bad, but we've already seen that our estimate of the mean is subject to an error of around +/- 350 lb. S is also subject to sampling error. A 95% confidence interval for S turns out to be 271-1066 lb. So it is conceivable that the true 3-sigma rating could be as low as (5278 - 350) - 3*1066 = 1730 lb. And this still assumes that the distribution is normal, an assumption which is completely unjustified. For all we know, the Chinese have no QC whatsoever, and some significant percentage of their quicklinks are utterly worthless.

Anyway, I've rushed through these calculations in order to finish them before my dinner is ready, so please check my math. I might be a statistician by training, but that doesn't mean I can do arithmetic.

In reply to:
It is my understanding that if the true population standard deviation is unknown, you use t at df instead of z, which should yield an estimate of the CI for the population. Please correct and/or PM me if this interpretation is wrong.

There's no such thing as a "CI for the population." When the population is normally distributed the distribution of the sample mean from a sample of N has a t-distribution with N - 1 degrees of freedom. But, again, if we're interested in determining what percentage of the individual units will fall above or below some arbitrary cutpoint, we don't care at all about the distribution of the sample mean; we care about the population distribution.

Jay


(This post was edited by jt512 on Apr 10, 2008, 5:43 PM)


qwert


Apr 10, 2008, 9:16 AM
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Did you know that there is 57,13789346730947593023% risk of a fight breaking out when two statisticians are in the same room Cool

I dont want to go into all the statistics stuff, but from what i see i woudl say it is safe to conclude that even cheap quicklinks can be used for rappeling without problems.
However you cant tell if your rap anchor will be only used for rappeling. what happens if someone uses it as protection, when linking pitches together and takes a big fall on it? im shure you could find other "misuses" of rap anchors.
Still, the breaking strengths from this test are high enough for even the hardest falls, but the small number of chiniese quicklinks, and the lack of any information about manufactuerer and so on, leave a lot of room for speculation.
What happens if the next batch is made of steel from another supplier?
What happens if the online reseller gets the next batch from another manufacturer?
How does the manufacturing company make shure that they produce stuff of the same quality?
How did they get the numbers for their (grossly of) WLL?

All i all not very confidence inspiring. most likely the stuff will hold about everything you get on it in nomral climbing applictations, but it has some ungood feeling.

I see the issue for someone how equips dozends of rap stations, but for the climber wanting to carry somehting to be prepared to enventually build a rap station i woudl say the best solution is to just carry a cheap aluminium biner and a bit of tape.
100% certified climbing gear, and lighter to carry.

qwert


adatesman


Apr 10, 2008, 1:56 PM
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shoo


Apr 10, 2008, 3:04 PM
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Summary of statistical argument for those who don't care:

My calculation of the confidence interval was correct, but the interpretation of it was not. I maintain that whether or not you can assume normality is largely at the discretion of the user.

My apologies for poor tone used earlier.


tradklime


Apr 10, 2008, 3:06 PM
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jt512 wrote:
In reply to:
It could be that they have tested 1,000s and due to variability are unable to state (based on statistical standards) anything more.

The large standard deviation indicates that the quality control process is inadequate for use in a process on which lives depend. I've already stated that.

In reply to:
That doesn't make it a bad product per say, and it doesn't necessarily make it unsuitable for all climbing applications.


Yes, actually it does, and it does.

Jay

I would agree with you if it were an industrial/ work place application, with all the inherent legal liabilities, but were are talking about a voluntary, relatively high risk recreational activity.

There are more ways for a product to be safe than ensuring absolute consistency. If the product is to be exposed to forces at or near its limits, then 3 sigma is extremely important. It becomes less important if the realistic loads are significantly less than the product's ultimate strength. These quicklinks all broke at forces 5 times higher than they would realistically ever experience as part of a rap anchor.

Personally, if I came across a rap anchor where I'd be relying on two of these links, I would be much more concerned about the knotted sling they're attached to, or the tree the sling is around, or the bolts that I can't actually inspect, or possibly even the rock the bolts are in.


tradklime


Apr 10, 2008, 3:17 PM
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qwert wrote:
However you cant tell if your rap anchor will be only used for rappeling. what happens if someone uses it as protection, when linking pitches together and takes a big fall on it?
How much do we need to dumb down this sport? If someone is linking pitches and clips into the quicklink on a bolt rather than the hanger the quicklink is attached to, especially when the quicklink is clearly stamped SWL1550, ...well I don't know what to say about that person's judgement. Sounds like a Darwin Award to me.

In reply to:
What happens if the next batch is made of steel from another supplier?
What happens if the online reseller gets the next batch from another manufacturer?
How does the manufacturing company make shure that they produce stuff of the same quality?
We all agree on that, and we all agree that the sample size is too small to make reliable judgements about the manufacturing process in general.

However, I do wonder about the statistical signifance of the sample size relative to the box of 50 that I pulled them out of. How does that compare to testing 1000's out of millions produced?


sed


Apr 10, 2008, 3:38 PM
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Even with a large range of error the links tested at a higher load strength than many of the small/medium nuts and some of the smaller cams that most of us routinely trust on lead. Why is the quick link getting different treatment?
Scott


jt512


Apr 10, 2008, 5:28 PM
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tradklime wrote:
These quicklinks all broke at forces 5 times higher than they would realistically ever experience as part of a rap anchor.

Yeah. All 6 of them. How do you know the 7th won't break at 500 lb?

Jay


jt512


Apr 10, 2008, 5:38 PM
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shoo wrote:
Summary of statistical argument for those who don't care:

My calculation of the confidence interval was correct, but the interpretation of it was not. I maintain that whether or not you can assume normality is largely at the discretion of the user.

I don't mean to beat a dead horse, but what is the rationale behind your belief that assuming normality is "at the discretion of the user"? The normality assumption is crucial. With it, you can be reasonably certain that, based on a test of only 6 units, that no unit is likely to be weaker than about 1700 lb (see my analysis above). Without it, you know nothing at all. You have no statistical reason to believe that the this unknown Chinese manufacturer completely botches, say, 1 unit in 500, which ends up with a breaking strength of 500 lb.

In reply to:
My apologies for poor tone used earlier.

I appreciate that.

Jay


sed


Apr 10, 2008, 5:40 PM
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isn't it about our statistical confidence? How do you know you #2 cam won't break during a normal fall? You don't, you assume it's tested range is within those limits. Even variable results have a range. A larger sample size would allow for a more stable error estimate but a larger range of failure does not mean that failure is more likely outside that range. If, after 1000 tests no device failed under 5000 pounds you can be pretty confident none would break at 3000 pounds. If our quick links are highly variable we can still establish an expected range of failure and work within that. Could we not?


jt512


Apr 10, 2008, 6:03 PM
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tradklime wrote:
However, I do wonder about the statistical signifance of the sample size relative to the box of 50 that I pulled them out of. How does that compare to testing 1000's out of millions produced?

The size of the population makes little difference. Statistical estimates usually assume that the population is infinite. If the sample is a large enough proportion of the population, then the estimates can be refined by making a "finite population correction." But the bigger issue here, which apparently I am the only one who understands, is we have no valid statistical reason to believe that the very next link you pull out of the box won't be junk. This is because we don't have a large enough sample size to determine the distribution of failure loads. We certainly don't have a large enough sample size to conclude that the distribution is normal. Hence, we have no basis to determine what percentage of links will fail at a dangerously low load. You are simply trusting that the manufacturer's quality control is sufficient, and/or that their claimed safe working load is legitimate.

Jay


jt512


Apr 10, 2008, 6:23 PM
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sed wrote:
isn't it about our statistical confidence? How do you know you #2 cam won't break during a normal fall?

Because my #2 cam is manufactured by Black Diamond, who gives it a strength rating of 2000 lb (say), and I trust Black Diamond's quality control.

In reply to:
If, after 1000 tests no device failed under 5000 pounds you can be pretty confident none would break at 3000 pounds.

What's your point? We don't have 1000 units. We have six.

In reply to:
If our quick links are highly variable we can still establish an expected range of failure and work within that. Could we not?

For the zillionth time, it depends on the distribution. If you can assume that the distribution is normal, then you can calculate a load below which extremely few units breaking strength will be, for instance, -3 or -6 sigma. If you only have test results from 6 units, you have no objective basis for determining the distribution. All we have in this case are test results that show a high coefficient of variation, suggesting that the manufacturing process is poorly controlled. Since we have no knowledge of the distribution of failure loads, everything else is guesswork. We have no basis to make inferences about probabilities of failures at any particular load. We have no basis to rule out, for example, that the distribution is normal, except for 1 unit in 500 that is junk.

Jay


sed


Apr 10, 2008, 6:42 PM
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I agree, we need a larger sample size to create a reliable estimate of strength. However, 6 is not one. To suggest that the 7th could break at 100 pounds is fear mongering. I'm not saying china made links should be certified as climbing equipment. Outside of the lab however I think we would agree that we have both trusted much weaker devices than a new quick link. Does anyone really think rapping off of two quick links is unsafe? Given the nature of our sport and the untested situations we repeatedly enter doing it I have a hard time with that. We have all clipped rust, twigs, chock stones, frayed webbing, and unknown other untested but likely unsafe anchors. Should I have a testing lab on speed dial while I climb so they can evaluate everything I clip before I trust it? I simply want to know two things
1. what is the average strength of the device
2. is that strength likely going to diminish quickly over time.
3. What are the forces I can expect to generate on that device.
A link breaking at 5500lbs is rediculously beyond the strength necessary for a rappel, about 5000lbs over. Sure we want a comfortably high ceiling but how comfortable do we need to be?


tradklime


Apr 10, 2008, 7:09 PM
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jt512 wrote:
But the bigger issue here, which apparently I am the only one who understands, is we have no valid statistical reason to believe that the very next link you pull out of the box won't be junk.

I think we all agree that the sample size is insufficient to draw any reliable conclusions. And I understand that stastically the variability in results indicates inconsistent quality.

Ultimately, it comes down to judgment, just as you have expressed trust in Black Diamond, even though they could produce and sell a defective product.

Personally, I would rather trust two of these chinese links than trust a single biner, rap ring, or petzl link. I feel confident in my ability to inspect/ test quicklinks like these to the extent that they are sufficient for rappel. I would rather have a back-up determined sufficient by my own judgment than blindly trust the QC procedures of any manufacturer.

I actually have a bigger issue with the aliens Aric was kind enough to test. I have no idea how to reliably visually inspect a braze, and testing each individual piece is of limited value if you are testing to a force significantly less than it could experience in use. Since they passed the tests, I know there is no major defect, but that's about it.


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Apr 10, 2008, 7:29 PM
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jt512


Apr 10, 2008, 8:20 PM
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sed wrote:
I simply want to know two things
1. what is the average strength of the device
2. is that strength likely going to diminish quickly over time.
3. What are the forces I can expect to generate on that device.

In that case, it is fortunate that the people who manufacture your climbing gear are there to take most of the important thinking off your hands.

Jay


sed


Apr 10, 2008, 8:31 PM
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I guess you are right. I can't even count to 2 correctly!
S


trenchdigger


Apr 10, 2008, 8:41 PM
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jt512 wrote:
We have no basis to rule out, for example, that the distribution is normal, except for 1 unit in 500 that is junk.

Another pertinent question is whether or not that "junk" unit is easily identifiable. I would bet that one of these units that would fail below the rated SWL would have visible and/or functional defects that would be obvious. But statistically, we have no groundts to predict that either.


Partner angry


Apr 10, 2008, 8:44 PM
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Does anyone know of or have a report of a single quicklink that has broken in climbing applications?

I have heard of plenty of biners but never a quicklink.

Most of the gyms I go to have quicklinks on the bolt of the draw. These probably take more falls more often than anything out there. I don't think they're ever replaced.

I've still not heard of one breaking.


jt512


Apr 10, 2008, 8:52 PM
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trenchdigger wrote:
jt512 wrote:
We have no basis to rule out, for example, that the distribution is normal, except for 1 unit in 500 that is junk.

Another pertinent question is whether or not that "junk" unit is easily identifiable. I would bet that one of these units that would fail below the rated SWL would have visible and/or functional defects that would be obvious. But statistically, we have no groundts to predict that either.

Interestingly, this website has quick links and specifies that the rated working load is 1/5 the breaking strength. In comparison, the Chinese links broke, on average, at only 3.4 times their rated load.

So, let's summarize: They're weaker than the Petzl links, on average. They have excessive variability in their strength, which is indicative of poor quality control. They have a weird failure mode - the screw threads shear off. They break, on average, at only 3.4 times their rated loaded.

These quick links are garbage. Let me guess: the OP doesn't want to pay for quality hardware.

Jay


jt512


Apr 10, 2008, 8:55 PM
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angry wrote:
Does anyone know of or have a report of a single quicklink that has broken in climbing applications?

I have heard of plenty of biners but never a quicklink.

Most of the gyms I go to have quicklinks on the bolt of the draw. These probably take more falls more often than anything out there. I don't think they're ever replaced.

I've still not heard of one breaking.

The issue isn't quick links per se. A quality quick link can be safer than a carabiner. The issue is with these inferior Chinese quick links.

Jay


Partner angry


Apr 10, 2008, 9:16 PM
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Jay

I realize that the discussion is on the quicklinks in question, not quicklinks in general.

For a good many years (most of technical climbing's history) quicklinks manufactured by reputable climbing companies have not been available.

These are extremely recent. I don't know if I've ever rapped off a petzl or fixe brand quicklink. I bet I've rapped off over 1000 different quicklinks. I had no clue of the history of them, who manufactured them, or the QC process involved.

Almost all other climbers are in the same boat. All over the world, not just in America.

Then gyms also use QL's and I've never seen one of them branded at all.

With the enormous use of quicklinks with all manner of variability in their quality, I hardly believe that Tradklime's are the only ones of dubious origin. I have yet to ever hear of a QL specific accident or failure. Ever.

I don't follow this sort of thing though, this is a legit question. So maybe someone who does follow this can tell me. Has a quicklink ever been broken by a climber?


jt512


Apr 10, 2008, 9:22 PM
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angry wrote:
Jay

I realize that the discussion is on the quicklinks in question, not quicklinks in general.

For a good many years (most of technical climbing's history) quicklinks manufactured by reputable climbing companies have not been available.

These are extremely recent. I don't know if I've ever rapped off a petzl or fixe brand quicklink. I bet I've rapped off over 1000 different quicklinks. I had no clue of the history of them, who manufactured them, or the QC process involved.

Almost all other climbers are in the same boat. All over the world, not just in America.

Then gyms also use QL's and I've never seen one of them branded at all.

With the enormous use of quicklinks with all manner of variability in their quality, I hardly believe that Tradklime's are the only ones of dubious origin. I have yet to ever hear of a QL specific accident or failure. Ever.

I don't follow this sort of thing though, this is a legit question. So maybe someone who does follow this can tell me. Has a quicklink ever been broken by a climber?

I didn't say that the quick links had to be made by a climbing company. There are quality quick links made by non-climbing companies that meet CE or OSHA standards.

Jay


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Apr 10, 2008, 9:51 PM
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adatesman wrote:
You know... since there's not that many in a box, it wouldn't be too hard to proof them individually by breaking a loop of 6mm cord. That'd be enough to proof the individual piece to ~12kN and could be done with a couple long pieces of pipe or 2x4's (think levers...). It would also be low enough to not prevent later use.
It's a good idea, 4-5 kN is probably enough.


tradklime


Apr 10, 2008, 10:06 PM
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jt512 wrote:
These quick links are garbage. Let me guess: the OP doesn't want to pay for quality hardware.

Jay
I assume you are referring to me since I sent the subject quicklinks to Aric, and it's certainly not the case, money is not the issue. Primarily, all of this is for sake of discussion. As Angry points out, there are 1000's of "garbage" quicklinks in use, so the topic is worth discussing.

Frankly, with your reaction to this, I don't understand how you clip bolts that you didn't install yourself. And how do people justify TRing off of 2 quick draws at the top of a climb, when they could use lockers. And how do people justify only placing 3 pieces of gear for an anchor when they could place 10. As Sed pointed out earlier, there is no end of choices that we all make climbing based on something being adequate.

You may feel that this limited testing is sufficient to determine these quicklinks are junk, I don't agree. Not to mention that you've previously stated or implied that no conclusions could be based on such a small sample size.


jt512


Apr 10, 2008, 10:22 PM
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tradklime wrote:
jt512 wrote:
These quick links are garbage. Let me guess: the OP doesn't want to pay for quality hardware.

Jay
I assume you are referring to me since I sent the subject quicklinks to Aric, and it's certainly

Frankly, with your reaction to this, I don't understand how you clip bolts that you didn't install yourself. And how do people justify TRing off of 2 quick draws at the top of a climb, when they could use lockers. And how do people justify only placing 3 pieces of gear for an anchor when they could place 10.

It would seem, then, that your reasoning skills need a little work, or maybe just your reading comprehension, as I said that I would rap off two of these pieces of junk if I found them in situ, but I would not install such inferior hardware myself.

In reply to:
You may feel that this limited testing is sufficient to determine these quicklinks are junk...

Yeah, pretty much it is. The coefficient of variation alone is sufficient to prove that, but proving they are junk isn't the issue. The issue is whether they've been proven to be safe. And, clearly, they have not been.

Jay


jt512


Apr 10, 2008, 10:24 PM
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tradklime wrote:
adatesman wrote:
You know... since there's not that many in a box, it wouldn't be too hard to proof them individually by breaking a loop of 6mm cord. That'd be enough to proof the individual piece to ~12kN and could be done with a couple long pieces of pipe or 2x4's (think levers...). It would also be low enough to not prevent later use.
It's a good idea, 4-5 kN is probably enough.

How do you know it's not too much. That is, how do you know that the test itself will not dangerously weaken the link. You guys are getting scarier by the second.

Jay


russwalling


Apr 10, 2008, 10:36 PM
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Holy fuck... just rap on the fucking things! JT is just stirring the shit again. The circle jerk is in full swing. In a similar vein, how do we know the head of your penis won't pop off from all of the pulling? How big was the sample size? No penis heads have ever failed before, but that does not mean that the head couldn't just pop off from work hardening.... sheesh.... it's a quick link at a rap station..... get on that cord and hit some dirt. Dinner is ready....


tradklime


Apr 10, 2008, 11:15 PM
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jt512 wrote:
tradklime wrote:
jt512 wrote:
These quick links are garbage. Let me guess: the OP doesn't want to pay for quality hardware.

Jay
I assume you are referring to me since I sent the subject quicklinks to Aric, and it's certainly
It's funny to me that up in your ivory tower you feel the need to selectively quote to be misleading. Good luck getting down, I stole all the good quicklinks and replaced them with garbage.


jt512


Apr 10, 2008, 11:23 PM
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tradklime wrote:
jt512 wrote:
tradklime wrote:
jt512 wrote:
These quick links are garbage. Let me guess: the OP doesn't want to pay for quality hardware.

Jay
I assume you are referring to me since I sent the subject quicklinks to Aric, and it's certainly
It's funny to me that up in your ivory tower you feel the need to selectively quote to be misleading.

In 20 years of posting on internet forums, listserves, and the like, I am proud to say I have never, ever done that. Perhaps you just didn't understand something for a change.

Edit: What is especially odd about your accusation is that I quoted your post in its entirety!

Jay


(This post was edited by jt512 on Apr 10, 2008, 11:25 PM)


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jt512 wrote:
tradklime wrote:
jt512 wrote:
tradklime wrote:
jt512 wrote:
These quick links are garbage. Let me guess: the OP doesn't want to pay for quality hardware.

Jay
I assume you are referring to me since I sent the subject quicklinks to Aric, and it's certainly
It's funny to me that up in your ivory tower you feel the need to selectively quote to be misleading.

In 20 years of posting on internet forums, listserves, and the like, I am proud to say I have never, ever done that. Perhaps you just didn't understand something for a change.

Edit: What is especially odd about your accusation is that I quoted your post in its entirety!

Jay

Even with my poor reading comprehension I can see that you cut off a sentence in the middle, presumably on purpose, and left several sentences out. So nope, not quoted in its entirety.

Anyway, it's getting a little too silly for the lab forum, in my opinion. I'm going to go have dinner with Russ.


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Apr 11, 2008, 2:23 AM
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tradklime


Apr 11, 2008, 3:15 AM
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adatesman wrote:
I don't know what Tradklime's situation is, so maybe the cost difference between the quicklinks vs new webbing plus rap rings is a factor.
The cost isn't the issue at all. If it's interesting to folks, when I first bought them, I saw a good deal on rated and stamped quicklinks from a rigging supply company, so I bought some. When I received them, the "Made in China" caught my attention. Upon inspection, they seemed completely appropriate for the intended purpose, they still do. I sent them to you more out of curiosity, and thought others might be interested as well. And I thought there was a chance that it would elicit an interesting discussion. And it did, sort of...
In reply to:

Speaking of which, please pardon the personal interjection... Hey Tradklime- you around the 11th or 12th of May (Sunday/Monday)? Looks like my wife will be bailing on me for climbing while we're out in Boulder visiting relatives, so if you'd be interested in showing an out-of-towner around the Flatirons (or wherever, preferably trad) drop me a PM. I'll have the prototypes with me and promise not to replace any of your raps stations (while you're looking....). Wink

-aric.

Yes, I should be around, and would be happy to climb with you, anywhere you'd like to go. I'll send you my number PM.


jt512


Apr 11, 2008, 4:27 AM
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adatesman wrote:
The equipment in question has a SWL of 1550 lb, which is greater than any expected load when used in the manner tradklime has in mind.

Since the SWL is well above the expected load, then the fact that he sent the units in for testing suggests that he didn't trust the SWL. After seeing the test results, I don't trust it either, although it's possible that the results would have been more satisfactory if you had tightened the the links with a wrench, per the manufacturers suggestions. It still might me interesting to see how wrench-tightened links perform compared with finger-tightened ones.

In reply to:
If I found one (or two) of these quicklinks at a rap station would I rap off them? Hell no. But I'm also the kind of guy that tends to cut off all the tat and completely replace everything at a rap station when I get to it.

Why not? First you say the SWL indicates that they're safe for rapping off of, and then you say you wouldn't do so. I don't get it.

In reply to:
We can debate the appropriateness of using them until the cows come home, but long story short we're seriously lacking in information about the quicklinks (materials, safety factors, etc.) and no amount of online bickering is going to change that. If the results I got makes Tradklime trust them for the use he intends, more power to him. If I find them and replace them with climb-spec gear, more power to me.

Yeah, but the average climber is just going to assume that they're good, and go ahead and rap on them. Frankly, I can't imagine how two of even these lousy quick links could fail under rappel loads, so there's probably no danger in using them. On the other hand, if an 8% coefficient of variation is good enough for our purposes, why do reputable companies go to the effort and expense of making better hardware according to more rigorous standards?

Jay


curt


Apr 11, 2008, 4:55 AM
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russwalling wrote:
Holy fuck...In a similar vein, how do we know the head of your penis won't pop off from all of the pulling? How big was the sample size? No penis heads have ever failed before, but that does not mean that the head couldn't just pop off from work hardening....

Happened to a buddy of mine in Flagstaff. No shit. It was just awful.

Curt


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jt512


Apr 11, 2008, 6:13 PM
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adatesman wrote:
jt512 wrote:
... although it's possible that the results would have been more satisfactory if you had tightened the the links with a wrench, per the manufacturers suggestions. It still might me interesting to see how wrench-tightened links perform compared with finger-tightened ones.

I agree, that would make for an interesting comparison but no one I know of keeps a wrench on their rack so I have doubts as to the relevance of the results (unless it convinces people to keep a wrench on their rack for this purpose...).

Most climbers don't carry quick links on their rack either. They keep them in their tool box, along with their wrench and other tools they use when they install hardware on routes. I thought that these links were to be used in permanent rappel anchors, in which case I would hope that they would be wrench tightened. Actually, you shouldn't have made the decision about wrench tightening yourself. You should have consulted your "client."

In reply to:
jt512 wrote:
adatesman wrote:
If I found one (or two) of these quicklinks at a rap station would I rap off them? Hell no. But I'm also the kind of guy that tends to cut off all the tat and completely replace everything at a rap station when I get to it.

Why not? First you say the SWL indicates that they're safe for rapping off of, and then you say you wouldn't do so. I don't get it.

What's there to get? Yes, I believe they're probably safe to rap off. I also clearly stated that I'm the type of guy that generally replaces everything regardless of what's there due to concern about the soft goods. If I'm going to go to the trouble to replace the soft goods I might as well leave the station with unquestionably good, climb-spec gear. If there was climb-spec gear there to start with, I'll just replace the soft goods and reuse the gear. If the gear isn't climb-spec, is in poor condition or is of unknown origin, I'll replace it. While I feel confident in my ability to make the determination of what's good enough because of my background in engineering and manufacturing, I don't know if the next guy will be similarly qualified and would prefer doing what I can to make it so that its not an issue for him.

Changing out "non-climb spec" anchor hardware on a routine basis is impractical, since the vast majority of anchor hardware on trad routes in the field is not "climb spec." You'd need to invest $1000 in hardware to climb for a week at some place like Joshua Tree.

jt512 wrote:
In reply to:
Yeah, but the average climber is just going to assume that they're good, and go ahead and rap on them.

Exactly why I do it.

Exactly why they shouldn't be installed in the first place.

In reply to:
jt512 wrote:
... if an 8% coefficient of variation is good enough for our purposes, why do reputable companies go to the effort and expense of making better hardware according to more rigorous standards?

My guess would be that the market for these sorts of things has considerable overlap between recreational climbing and uses that demand far stronger and more rigorously tested gear such as emergency services, search and rescue, military, law enforcement, etc. Its far cheaper to just make a lot of one product to the higher standard than smaller quantities of two different products with different design criteria.

I don't understand your answer. Why would, say, law enforcement applications require more rigorous manufacturing standards than climbing anchors (hell, we're the one's taking lead falls). Besides, there is loads of gear that is made specifically for recreational climbing, and it's made according to CE and UIAA standards with appropriate quality control.

Jay


adatesman


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jt512


Apr 11, 2008, 8:21 PM
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adatesman wrote:
jt512 wrote:
Most climbers don't carry quick links on their rack either. They keep them in their tool box, along with their wrench and other tools they use when they install hardware on routes. I thought that these links were to be used in permanent rappel anchors, in which case I would hope that they would be wrench tightened. Actually, you shouldn't have made the
decision about wrench tightening yourself. You should have consulted your "client."

True, it was an assumption on my part lead to only hand tightening them. I don't know offhand whether Tradklime intended to use a wrench or not as it wasn't discussed. As to what "most climbers do", I think neither you nor I are qualified to say what that is with any degree of authority. It wouldn't surprise me if someone were to use them in the fashion I envisioned though, and believe I've read about that very thing here on rc.com. Please feel free to send along some quicklinks for testing with the nuts wrench tightened, but until you do I'm not terribly interested in quibbling over the validity of the assumptions I made for the testing in a nonconstructive manner when they are, in fact, quite valid assumptions to have made regarding the use of the samples being tested.

It wasn't my intent to get into an argument with you, but apparently you had other plans.

An assumption is "valid" when it is true. So your arbitrary assumption that the quicklinks would not be wrench tightened in use is valid if, luckily, that's how tradklime intended to use them. If not, then, frankly, by failing to clarify an important parameter of the test, you fucked up.

In reply to:
jt512 wrote:
Changing out "non-climb spec" anchor hardware on a routine basis is impractical, since the vast majority of anchor hardware on trad routes in the field is not "climb spec." You'd need to invest $1000 in hardware to climb for a week at some place like Joshua Tree.

Good thing I don't climb in JTree then, I suppose.

There is nothing unusual about the rap anchors at J Tree. If you think you can routinely change out every rap anchor you come across you're utterly naive.

In reply to:
jt512 wrote:
I don't understand your answer. Why would, say, law enforcement applications require more rigorous manufacturing standards than climbing anchors (hell, we're the one's taking lead falls).

Well, off the top of my head OSHA regulations come to mind pretty quick. Plus I would think that law enforcement probably follows the guidelines set by the search and rescue folks, so perhaps someone like Majid could provide some insight on the how and why they spec their gear the way they do?

So you think that the OSHA regulations are just arbitrary, and that the only reason manufacturers confirm to them is that they must do so legally? While I doubt that the standards are perfect, I equally doubt that they are baseless. Do you think the same about climbing equipment standards? Do you think that the only reason that BD and Petzl maintain high quality standards is because the CE and the UIAA says they must? I rather doubt it, especially since UIAA is a climbing industry organization. That is, the climbing equipment industry develops its own equipment standards (to which conformance is voluntary).

In reply to:
jt512 wrote:
Besides, there is loads of gear that is made specifically for recreational climbing, and it's made according to CE and UIAA standards with appropriate quality control.

Actually, I'd contend that only occurs because CE and / or UIAA certification is required on equipment sold in Europe for use in rock climbing.

So, you believe that if no regulations existed that all climbing goods would be substandard? I hope you're deluded, and I suspect that you are. Like I said, the climbing equipment industry developed its own standards voluntarily.

Jay


(This post was edited by jt512 on Apr 12, 2008, 1:20 AM)


adatesman


Apr 11, 2008, 9:16 PM
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jt512


Apr 11, 2008, 9:59 PM
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adatesman wrote:
jt512 wrote:
It wasn't my intent to get into an argument with you, but apparently you had other plans.

Jay, I'm afraid I have yet to see much of anything from you in this thread that wasn't argumentative, so my defensive reaction to your nitpicking my methods shouldn't be surprising.

You've established a pattern of calling every disagreement as "nitpicking." Correcting completely false statistical inferences is not not-picking, nor is criticizing your unilateral decision to perform your tests without wrench tightening the links.

In reply to:
jt512 wrote:
An assumption is "valid" when it is true. So your arbitrary assumption that the quicklinks would not be wrench tightened in use is valid if, luckily, that's how tradklime intended to use them. If not, then, frankly, by failing to clarify an important parameter of the test, you fucked up.

And without specific information regarding torque specifications, how valid would the test be with tightening the nut with a wrench an arbitrary amount?

I could explain that both conceptually and mathematically, but I'm convinced that you're too dense or too defensive to understand the explanation.

In reply to:
Given the uncontrolled nature environment that rap stations are in, the best way to assess suitability of the gear would be worst case scenario, which in this case would be having the nut only finger tight. That way the test would account for cases where a climber gets to the rap station and finds the quicklink undone and somehow manages to close the nut by hand.

That's a one lame rationalization of a questionable decision.

In reply to:
jt512 wrote:
If you think you can routinely change out every rap anchor you come across you're utterly naive.

Did you miss the part where I talked about the community at large maintaining things, thereby reducing the need for any one person to shoulder the entire load?

No. I missed the part about you being just another Gumby In Pennsylvania (TM) who happens to have a machine.

In reply to:
Personal attacks are never part of productive discussions and frankly inappropriate here in The Lab. I think I'll spend the rest of the afternoon amusing myself with the irony of using your own killfile tool on you.

Good idea. Killfile the only person in the fucking thread with enough knowledge to criticize your methods, and to correctly interpret your test results.

In reply to:
And I might as well quote the whole thing for context and posterity....

Or just to waste bandwidth.

Jay


dingus


Apr 11, 2008, 10:12 PM
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So use 3/8" quick links instead. No stats degree required.

DMT


sed


Apr 11, 2008, 10:43 PM
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nice one dingus, but i don't think a welded foot thick beam would satisfy some people unless it was "properly tested and certified"
S


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jt512


Apr 11, 2008, 11:37 PM
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adatesman wrote:
jt512 wrote:
Or just to waste bandwidth.

Jay

...Or to see about having you banned from The Lab. Frankly you've added little value to this discussion...

Little that you've actually understood anyway.

In reply to:
I've PM'd a Mod with my complaint about it and the quoting was to prevent you from hiding the evidence.

How often do people tell you to grow up?

Jay


curt


Apr 12, 2008, 2:34 AM
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adatesman wrote:
...Or to see about having you banned from The Lab. Frankly you've added little value to this discussion and your behavior has clearly violated the TOS for this forum. I've PM'd a Mod with my complaint about it and the quoting was to prevent you from hiding the evidence...

Just quoted to prevent you from erasing clear evidence that you're an idiot. Quid pro quo.

Curt


dynosore


Apr 12, 2008, 3:15 AM
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1) n=6 is hardly a big enough sample to say with any certainty that these are "safe". Ever hear of bimodal distribution? Maybe 1 in 15 will fail at 500+/- lbs for some reason.

2) What type of error is introduced due to your test frame? Hand pump I take it? Looks like each stroke shock loads the sample...not exactly an ASTM compliant setup.

The only conclusion I would draw based on what I've seen is that these are "reasonable strong" and I would rap off 2 of them if I had to, but wouldn't install them myself. How much do you save, is it worth it?

Slightly better than the guys who tested aliens with their car......


tradklime


Apr 12, 2008, 3:21 AM
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jt512 wrote:
Do you think that the only reason that BD and Petzl maintain high quality standards is because the CE and the UIAA says they must? I rather doubt it, especially since UIAA is a climbing industry organization. That is, the climbing equipment industry develops its own equipment standards (to which conformance is voluntary).

Against my better judgement, I'll offer because they are designing and building equipment that could conceivably experience forces near it's ultimate strength when used as it's designed. Not to mention the liability related to products designed for life critical applications.

Regarding the hand tightened links. I have used links that have been hand tightened and wrench tightened. So either would have satisfied my interest.


tradklime


Apr 12, 2008, 3:27 AM
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jt512 wrote:
It still might me interesting to see how wrench-tightened links perform compared with finger-tightened ones.
If you are truely interested, I would send some more to Aric, assuming he is willing to continue this...


jt512


Apr 12, 2008, 3:50 AM
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dynosore wrote:
1) n=6 is hardly a big enough sample to say with any certainty that these are "safe". Ever hear of bimodal distribution? Maybe 1 in 15 will fail at 500+/- lbs for some reason.

What's this? Someone else gets it?

Jay


curt


Apr 12, 2008, 5:17 AM
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tradklime wrote:
jt512 wrote:
It still might me interesting to see how wrench-tightened links perform compared with finger-tightened ones.
If you are truely interested, I would send some more to Aric, assuming he is willing to continue this...

There won't be any difference--unless the "wrench tightened" links were over tightened to the point that the tightening itself weakened the metal.

Curt


maracas


Apr 12, 2008, 6:00 AM
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1500 lb no name harware quicklinks are way better than the 2" shrub for rappelling of a route.

Unless your belayer is fooling around with you, 1500 lb backed up by a second bolt/quicklink on a top rope or rappel is quite solid to me. I would use it anytime.

I would be more concerned with noninspectionable bolts, and then only the first 2 anyway.

Nice testing though, proof that even cheap chinese no names are perfectly fine to rap off.

You should rap off the ones that actually say 300 kg on them before complaining about the 1500 lb ones.


adatesman


Apr 12, 2008, 12:10 PM
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qwert


Apr 12, 2008, 1:51 PM
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Another lab thread that turned into a kindergarden fight.
Crazy

I think i have once rappeled from a quicklink that had an even lower load thn 300kg stamped on it.
And also some very questionable pins and slings, that where way more doubtfull than the quicklinks discussed here.

so to summarize:
Most likely, the cheap chinese links are OK, but since it is only a "most likely" and not a "definitely" case, one should better use "climbin spec" ones form respected manufaturers.
qwert


jt512


Apr 12, 2008, 4:10 PM
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maracas wrote:
1500 lb no name harware quicklinks are way better than the 2" shrub for rappelling of a route.

Unless your belayer is fooling around with you, 1500 lb backed up by a second bolt/quicklink on a top rope or rappel is quite solid to me. I would use it anytime.

I would be more concerned with noninspectionable bolts, and then only the first 2 anyway.

Nice testing though, proof that even cheap chinese no names are perfectly fine to rap off.

You should rap off the ones that actually say 300 kg on them before complaining about the 1500 lb ones.

All that the test proved is that the 6 quick links that were tested were safe for rappelling. Inference to the population from which the sample was drawn requires additional assumptions, whose justification is dubious. No matter what anybody claims after the fact, let's face it: the reason that these links were sent for testing in the first place is that the owner didn't trust the quality of a 75-cent quick link made by an unknown Chinese manufacturer. What the testing showed is that, compared to an industry standard quick link, the tested links were weaker on average, and more variable in strength. The latter finding implies poor quality control, precisely the suspicion that led to the testing in the first place. If quality control were good then the failure rates would presumably have an approximately normal distribution, which would allow us to make valid predictions about the minimum strength an arbitrarily selected unit might have. However, given the original hypothesis (and the support for it by the results), assuming anything about the distribution (like normality) is not justified. Hence, we have no basis for making inferences about the strength of any links that weren't actually tested. As another poster said, the distribution could well be "bimodal," with a significant percentage of units being dangerously weak outliers.

In spite of the fact that I have clearly explained this repeatedly, there is evidence that only one other participant in the thread has understood; while, in contrast, the majority of participants, including the owner of the links and probably the tester himself, believe that the testing has proved that these 75-cent links are safe. The apparent ability of tests conducted by some random guy in Pennsylvania, playing quality control engineer on the Internet, to mislead the majority of those who read the test results shows that these amateur tests can do more harm than good. Maybe we should leave this job to the manufacturers, who are in a position to the job properly. Or maybe this so-called "Lab" isn't the best place for homemade test results to be published.

Jay


tradklime


Apr 12, 2008, 10:49 PM
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jt512 wrote:
No matter what anybody claims after the fact, let's face it: the reason that these links were sent for testing in the first place is that the owner didn't trust the quality of a 75-cent quick link made by an unknown Chinese manufacturer.
Please don't imply that you have any idea what I'm thinking. We are clearly not on the same page.

This came out of the "pull test suggestion thread". I sent Aric some other stuff as well. Again, out of curiosity.

In reply to:
In spite of the fact that I have clearly explained this repeatedly, there is evidence that only one other participant in the thread has understood; while, in contrast, the majority of participants, including the owner of the links and probably the tester himself, believe that the testing has proved that these 75-cent links are safe.
Again, dude, you and I, not on the same page. No one ever set out to prove anything.


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wmfork


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Re: [jt512] Pull Test Results: Tradklime's Quicklinks vs Petzl Quicklinks [In reply to]
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jt512 wrote:
Inference to the population from which the sample was drawn requires additional assumptions, whose justification is dubious... If quality control were good then the failure rates would presumably have an approximately normal distribution... As another poster said, the distribution could well be "bimodal," with a significant percentage of units being dangerously weak outliers.

I have no manufacture nor quality control experience. However, I think there is quite a logical gap in jumping to concluding that with QC, the failure rate would have a normal distribution. This may very well be true for strength rating close to the rating, but I have trouble believing that can be the case for the extremities. It's entirely possible there are QC procedures that can only catch the extreme cases (say a fracture, mangled thread, etc), mixed with equipment calibration error to common human error.

I'd think the various recalls from manufactures that otherwise implement good QC is a testament that what the consumer receives at the end of the day cannot be approximated with any single mathematically elegant distribution.

(This post was edited by wmfork on Apr 13, 2008, 12:19 AM)


jt512


Apr 13, 2008, 11:45 PM
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Re: [adatesman] Pull Test Results: Tradklime's Quicklinks vs Petzl Quicklinks [In reply to]
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adatesman wrote:
sed wrote:
Even with a large range of error the links tested at a higher load strength than many of the small/medium nuts and some of the smaller cams that most of us routinely trust on lead. Why is the quick link getting different treatment?
Scott

Hey Scott,

You have a very good point here that unfortunately got lost in all the unpleasantness.

Why might rappel anchor gear be judged according to higher standards than gear used for intermediate lead protection? Because the latter is a backup to the skill of the leader, and can itself be backed up. With a rappel anchor, it's all you've got; you're 100% reliant on the gear. This really should not have to be explained.

What is going on in this thread, thowever, is exactly the opposite of what is appropriate. The links are being judged by more lenient standards. You won't see a reputable climbing gear manufacturer selling gear with an 8% coefficient of variation.

Jay


(This post was edited by jt512 on Apr 13, 2008, 11:51 PM)


antiqued


Apr 14, 2008, 1:57 AM
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Re: [jt512] Pull Test Results: Tradklime's Quicklinks vs Petzl Quicklinks [In reply to]
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jt512 wrote:
You won't see a reputable climbing gear manufacturer selling gear with an 8% coefficient of variation.

Could you post up a half dozen (or more) products with their coefficients of variation? It would be quite helpful.


jt512


Apr 14, 2008, 2:03 AM
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Re: [antiqued] Pull Test Results: Tradklime's Quicklinks vs Petzl Quicklinks [In reply to]
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antiqued wrote:
jt512 wrote:
You won't see a reputable climbing gear manufacturer selling gear with an 8% coefficient of variation.

Could you post up a half dozen (or more) products with their coefficients of variation? It would be quite helpful.

No, but you can find this out for yourself from independent tests of climbing products that have been published on the internet.

Edit: It took about 10 seconds to find this using Google: "We pull-tested four of them [carabiners], seeing fractures of the gate notch at an average of 6100 pounds. Far more interesting than the strength value was the fact that the observed standard deviation was 70 pounds. The tightly grouped failure values indicate close manufacturing controls and dimensional tolerances."*

In case your arithmetic skill are as bad as your Google skills, that's a coefficient of variation of 1.1%. What was it for the quick links again, 8.2%? So the quick links' failure loads were about 7.5 times as variable as these biners.

*http://www.bstorage.com/...o/carab/agecarab.htm

I'll leave it up to you to supply us with the other 5 examples.

Jay


(This post was edited by jt512 on Apr 14, 2008, 2:21 AM)


moose_droppings


Apr 14, 2008, 3:11 AM
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In reply to:
"We pull-tested four of them [carabiners], seeing fractures of the gate notch at an average of 6100 pounds. Far more interesting than the strength value was the fact that the observed standard deviation was 70 pounds. The tightly grouped failure values indicate close manufacturing controls and dimensional tolerances."

Does only testing four of them give us an accurate representation?
LaughLaughLaugh


dead_horse_flats


Apr 14, 2008, 3:20 AM
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This has to be the most pathetic thread of all time.

What happened to common sense. If you went to ace hardware and bought the cheapest quicklink on the rack and then used it to suspend the fattest guy you can find....

the quicklink wont break.

And if you had chubby bounce up and down...

it still wont break.

And the little statistical lectures went way beyond silly.


jt512


Apr 14, 2008, 3:24 AM
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Re: [dead_horse_flats] Pull Test Results: Tradklime's Quicklinks vs Petzl Quicklinks [In reply to]
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dead_horse_flats wrote:
This has to be the most pathetic thread of all time.

What happened to common sense. If you went to ace hardware and bought the cheapest quicklink on the rack and then used it to suspend the fattest guy you can find....

the quicklink wont break.

And neither will an Alien, I suppose.

Jay


antiqued


Apr 14, 2008, 3:49 AM
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Re: [jt512] Pull Test Results: Tradklime's Quicklinks vs Petzl Quicklinks [In reply to]
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You know, I would have liked to see the information you so blithely maintain exists. Your one data point for a "reputable climbing gear manufacturer" is

Alexander Klimchouk, from Ukraine, has provided us with some incredibly well made titanium biners

Dated ~'91, whoever they were might be very good, but clearly don't meet your criterion.


jt512


Apr 14, 2008, 3:54 AM
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Re: [moose_droppings] Pull Test Results: Tradklime's Quicklinks vs Petzl Quicklinks [In reply to]
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moose_droppings wrote:
In reply to:
"We pull-tested four of them [carabiners], seeing fractures of the gate notch at an average of 6100 pounds. Far more interesting than the strength value was the fact that the observed standard deviation was 70 pounds. The tightly grouped failure values indicate close manufacturing controls and dimensional tolerances."

Does only testing four of them give us an accurate representation?
LaughLaughLaugh

Good question. Compute the 95% confidence interval for the coefficient of variation, and/or the p-value for the test of the difference between the variance of the biners and the quick links, and then we'll all know.

Jay


(This post was edited by jt512 on Apr 14, 2008, 3:54 AM)


jt512


Apr 14, 2008, 3:58 AM
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Re: [antiqued] Pull Test Results: Tradklime's Quicklinks vs Petzl Quicklinks [In reply to]
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antiqued wrote:
You know, I would have liked to see the information you so blithely maintain exists. Your one data point for a "reputable climbing gear manufacturer" is

Alexander Klimchouk, from Ukraine, has provided us with some incredibly well made titanium biners

Dated ~'91, whoever they were might be very good, but clearly don't meet your criterion.

You don't think the Ukrainians are reputable? Well, if they can come up with a 1.1% CV, then just imagine what the "reputable" ones can do. But, anyway, if you're interested you can easily find the data FOR YOURSELF. If you believe that this Ukrainian manufacturer isn't reputable, and they can produce biners this good, then that condemns these cheap Chinese biners even more, now, doesn't it, Einstein.

Jay


(This post was edited by jt512 on Apr 14, 2008, 4:00 AM)


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Apr 14, 2008, 5:19 AM
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Re: [jt512] Pull Test Results: Tradklime's Quicklinks vs Petzl Quicklinks [In reply to]
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I'll not be supporting any sort of ban on JT512 in this forum for anything contained within this thread. I have only seen robust and vigorous and rigorous discussion which is something that is encouraged within the forums of rc.com. Maybe Jay is a little forceful at times defending his utterly scientific aproach to statistics.

I know I have learnt something from the discussion thus far but of course I am not any sort of expert but I can somewhat follow these types of discussion and I might add that I find them fascinating to boot.

Back to the discussion folks.


jt512


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Re: [tradklime] Pull Test Results: Tradklime's Quicklinks vs Petzl Quicklinks [In reply to]
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tradklime wrote:
jt512 wrote:
It still might me interesting to see how wrench-tightened links perform compared with finger-tightened ones.
If you are truely interested, I would send some more to Aric, assuming he is willing to continue this...

I think I missed this post when it was made. In answer, yes, if you are willing to donate more links, I think that the effect of wrench tightening vs. finger tightening would be a valuable addition to our base of knowledge.

Aric brought up the question about how much torque to apply to the links. My answer would be to follow the manufacturers instructions. If they failed to provide specific instructions, then one possibility would be to follow what I was taught as the correct method to tighten quick links in parachute rigging school: finger tighten, then apply one-quarter turn with a wrench.

Jay


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Or follow the engineers joke where they say you should tighten the thread until it strips and back it off half a turn. Laugh


dead_horse_flats


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jt512 wrote:

And neither will an Alien, I suppose.

Jay

I wouldnt suggest using a quicklink like an alien to protect a lead, but the original stated intent was for rap stations.

Can anyone come up with a remotely possible scenario where a quicklink gets loaded to 3000 or even 2000 lbf when used in a rap station.

Maybe if you use it as a belay anchor with the quicklink as the one and only tie-in point and then the leader does a 50 foot runout before falling directly onto the quicklink....

But that is just a herd thinning scenario.


dingus


Apr 14, 2008, 3:02 PM
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dead_horse_flats wrote:
jt512 wrote:

And neither will an Alien, I suppose.

Jay

I wouldnt suggest using a quicklink like an alien to protect a lead, but the original stated intent was for rap stations.

Can anyone come up with a remotely possible scenario where a quicklink gets loaded to 3000 or even 2000 lbf when used in a rap station.

Maybe if you use it as a belay anchor with the quicklink as the one and only tie-in point and then the leader does a 50 foot runout before falling directly onto the quicklink....

But that is just a herd thinning scenario.

I've rigged several sport route anchors with 2 links each, with the specific intention of top roping and or lowering off through them. A climber could get at an odd angle and then weight the rope suddenly with some slack in the system and generate a significant force I suspect.

But I use 3/8" links for this. They are somewhat stronger.

Cheers
DMT


jt512


Apr 14, 2008, 3:58 PM
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Re: [dead_horse_flats] Pull Test Results: Tradklime's Quicklinks vs Petzl Quicklinks [In reply to]
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dead_horse_flats wrote:
jt512 wrote:
dead_horse_flats wrote:
What happened to common sense. If you went to ace hardware and bought the cheapest quicklink on the rack and then used it to suspend the fattest guy you can find....

the quicklink wont break.

And if you had chubby bounce up and down...

it still wont break.

And neither will an Alien, I suppose.

Jay

I wouldnt suggest using a quicklink like an alien to protect a lead, but the original stated intent was for rap stations.

Your assertion is (essentially) that the worst quick link available is good enough for loads that might be encounterd in a rappel anchor. This implies that you believe that you can take for granted that every quick link manufacturer has some minimum level of QC. My point was: that's what everybody thought about CCH.

In reply to:
Can anyone come up with a remotely possible scenario where a quicklink gets loaded to 3000 or even 2000 lbf when used in a rap station.

Maybe if you use it as a belay anchor with the quicklink as the one and only tie-in point and then the leader does a 50 foot runout before falling directly onto the quicklink....

But that is just a herd thinning scenario.

If you believe that anything remotely approaching a 50-foot runout is necessary to produce forces that can break even a good quick link, then you're the one most likely to be culled from the herd. A fall of just inches onto static material, as could happen if the rappeller was lowering over the lip "backed up" by a Spectra runner attached to the anchor, could produce such a force.

On the other hand, due to the observed variability in the strengths of the Chinese quick links and the small sample size, statistically we can't rule out that a link could have a breaking strength of only 1200 lb. Maybe there is something about quick link materials or manufacturing methods that makes this implausible from an engineering standpoint, but it is possible if the failure loads actually do have a normal distribution.* That's not much of a margin of error for a permanent rappel station. The links can only get weaker with time and wear.

Jay

*If we assume that the failure loads are normally distributed, then the lower one-sided 99% tolerance limit for the "3-sigma strength rating" is 1238 lb.


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jt512


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adatesman wrote:
jt512 wrote:
Aric brought up the question about how much torque to apply to the links. My answer would be to follow the manufacturers instructions. If they failed to provide specific instructions, then one possibility would be to follow what I was taught as the correct method to tighten quick links in parachute rigging school: finger tighten, then apply one-quarter turn with a wrench.

Jay

So what you're saying then is that lacking any manufacturer information on torque specs from the manufacturer, relying on what you learned in parachute rigging school using somewhat similar gear in a completely different application from a completely different manufacturer is adequate for conducting a statistically valid analysis of these particular quicklinks in this particular application?

Yes.

In reply to:
Please pardon the tone as I'm still rather displeased with you, but you seem to be behaving at the moment so my apologies. Its just that there's a large inconsistency in what you've been saying is and is not acceptable for valid testing and analysis.

Precisely the sort of "apology" I would expect from someone who is so clueless about the true cause of the "unpleasantness" in the thread.

In reply to:
Its pretty clear that getting manufacturer data would be rather unlikely in this scenario...

Couldn't they be printed on the box, for all you know?

In reply to:
[snip stuff about torques]

Whether you tighten the links to a predetermined torque or just a quarter turn isn't very important. The quarter turn is probably closer to what would be done in the field (which was your rationale for not wrench tightening them in the first place). If you think that tightening them to a predetermined torque is superior, I don't see any particular problem with that, assuming, of course, that the torque is appropriate for the links.

Jay


(This post was edited by jt512 on Apr 14, 2008, 4:50 PM)


sed


Apr 14, 2008, 4:53 PM
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"Why might rappel anchor gear be judged according to higher standards than gear used for intermediate lead protection? Because the latter is a backup to the skill of the leader, and can itself be backed up. With a rappel anchor, it's all you've got; you're 100% reliant on the gear. This really should not have to be explained.

What is going on in this thread, thowever, is exactly the opposite of what is appropriate. The links are being judged by more lenient standards. You won't see a reputable climbing gear manufacturer selling gear with an 8% coefficient of variation."

So Jt, based on your statement above you are suggesting it would make more sense to use a quick link for lead than for rappelling? Tell me, how strong is the "skill of the leader"? Is it strong enough to resist the forces of a lead fall? Is it some sort of apoxy that can be smeared around the crux area to prevent device failure? Has a quick link ever failed anyone on rappel?
S


joeforte


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I'm thinking it would be hard to properly torque a quicklink in the field anyway, since you cannot get a socket on them even if you did have a torque wrench.

Maybe someone makes some sort of open-end or box-end torque wrench.

I don't think the exact torque value is very critical to the strength of the link, as long as the threads are not damaged from overtightening. I think a 1/4 turn past snug would be just fine.


majid_sabet


Apr 14, 2008, 5:07 PM
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I agree with Jay512, hand turn plus 1/4 turn with wrench.


majid_sabet


Apr 14, 2008, 5:13 PM
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joeforte wrote:
I'm thinking it would be hard to properly torque a quicklink in the field anyway, since you cannot get a socket on them even if you did have a torque wrench.

Maybe someone makes some sort of open-end or box-end torque wrench.

I don't think the exact torque value is very critical to the strength of the link, as long as the threads are not damaged from overtightening. I think a 1/4 turn past snug would be just fine.


You use an open end wrench with 3/8 fitting to attach it to your torque wrench but you need to do some math to figure out the differential torque gains or you could use this type of torque wrenches.see photo.

http://fstg.motosport.com/...cel_TorqueWrench.jpg


jt512


Apr 14, 2008, 5:17 PM
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sed wrote:
"Why might rappel anchor gear be judged according to higher standards than gear used for intermediate lead protection? Because the latter is a backup to the skill of the leader, and can itself be backed up. With a rappel anchor, it's all you've got; you're 100% reliant on the gear. This really should not have to be explained.

What is going on in this thread, thowever, is exactly the opposite of what is appropriate. The links are being judged by more lenient standards. You won't see a reputable climbing gear manufacturer selling gear with an 8% coefficient of variation."

So Jt, based on your statement above you are suggesting it would make more sense to use a quick link for lead than for rappelling? Tell me, how strong is the "skill of the leader"? Is it strong enough to resist the forces of a lead fall? Is it some sort of apoxy that can be smeared around the crux area to prevent device failure?

You'll excuse me if I skip the nonsensical questions.

In reply to:
Has a quick link ever failed anyone on rappel?
S

I don't know, but it's not relevant to the testing of 75-cent Chinese quick links, unless you can tell us how many of these are in use in the field.

Jay


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jt512


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adatesman wrote:
jt512 wrote:
sed wrote:
Has a quick link ever failed anyone on rappel?
S

I don't know, but it's not relevant to the testing of 75-cent Chinese quick links, unless you can tell us how many of these are in use in the field.

Jay

Its 4,736.27 in California alone. More if you include Guam. Go look it up..... I suggest using Google rather than going and counting personally, although if you go that route we might actually get to discuss things without needing to put up with your attitude.

On a serious note, it absolutely is relevant to this discussion and you didn't answer the question.

I don't know about the other criticisms I leveled at you. But this last post clearly proves "dense." In fact, hopelessly dense. I give up.


(This post was edited by jt512 on Apr 14, 2008, 5:58 PM)


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jt512


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adatesman wrote:
jt512 wrote:
I don't know about the other criticisms I leveled at you.

Well, they're all quoted so feel free to go back and read through them again if you've forgotten any of them.

jt512 wrote:
But this last post clearly proves "dense." In fact, hopelessly dense. I give up.

If it means you're finally going away, I'll accept being called dense. And given the person making the accusation, I can honestly say it doesn't bother me in the least.

No, it wouldn't, would it.

Jay


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tradklime


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dingus wrote:
But I use 3/8" links for this. They are somewhat stronger.

This gets you nothing in the context of this thread. It doesn't matter what the strength of the item is if the quality in inconsistent. So, I've been told by Jay.

So, if the links are not certified, climbing spec., or what ever, they are completely unsuitable for climbing applications. So I'm told.


tradklime


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jt512 wrote:
*If we assume that the failure loads are normally distributed, then the lower one-sided 99% tolerance limit for the "3-sigma strength rating" is 1238 lb.
I'm liking these links for rappel more and more every day, thanks.


dead_horse_flats


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jt512 wrote:
A fall of just inches onto static material, as could happen if the rappeller was lowering over the lip "backed up" by a Spectra runner attached to the anchor, could produce such a force.

Again no common sense. Put away the text books. Fortunately your version of physics doesnt apply to the real world.


sed


Apr 14, 2008, 8:25 PM
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Jt are you a sport climber? No offense it would just help me interpret your position.


adatesman


Apr 14, 2008, 8:26 PM
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dingus


Apr 14, 2008, 8:53 PM
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tradklime wrote:
dingus wrote:
But I use 3/8" links for this. They are somewhat stronger.

This gets you nothing in the context of this thread. It doesn't matter what the strength of the item is if the quality in inconsistent. So, I've been told by Jay.

So, if the links are not certified, climbing spec., or what ever, they are completely unsuitable for climbing applications. So I'm told.

While I respect J's analytical skills I find myself totally unconvinced by some of his key tenets. In other areas I've learned a great deal from the man that improved the safety and quality of my climbing experience.

So while I'll listen? I ALWAYS reserve final judgement in any situation.

But that's OK. The dude's sharp'n most and can usually be counted upon for a reality check.

Cheers
DMT


(This post was edited by dingus on Apr 14, 2008, 8:57 PM)


jt512


Apr 14, 2008, 9:08 PM
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adatesman wrote:
jt512 wrote:
No, it wouldn't, would it.

Jay

I thought you were going away and the rest of us could get back to talking about things in a polite and constructive manner?

-aric.

I'm done with trying to make you understand simple concepts that you just aren't smart enough to understand, so that you can get back to talking about things in a polite but misguided manner.

Jay


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jt512


Apr 14, 2008, 9:16 PM
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adatesman wrote:
dead_horse_flats wrote:
jt512 wrote:
A fall of just inches onto static material, as could happen if the rappeller was lowering over the lip "backed up" by a Spectra runner attached to the anchor, could produce such a force.

Again no common sense. Put away the text books. Fortunately your version of physics doesnt apply to the real world.

Actually he's partially right on that one, but he's making (trying to..) his point in a very misleading way.

Yes, falling onto static materials will generate quite a large force (hence using wire for a funkness). But as with lead rope, its more to do with the fall factor than distance and like you implied, if you're talking inches its not going to happen. Much as I've tried, I have yet to get more than 5 or 6kN with test falls of a couple inches on a runner (bounce testing to check out the analog capture channel of the load cell used in these tests). BTW, I've got the formulas set up in an Excel spreadsheet if you're interested in playing with them; just shoot me a PM and I'll send it to you.

-aric.

Multiply 6 kN by 225, and compare the result to the number above that tradklime is so enamored with. Then use your Excel spreadsheet to determine the result for a 6- and a 12-inch fall.

Jay


jt512


Apr 14, 2008, 9:21 PM
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adatesman wrote:
jt512 wrote:
I'm done with trying to make you understand simple concepts that you just aren't smart enough to understand, so that you can get back to talking about things in a polite but misguided manner.

Jay

This is the third time you've said you're leaving, yet here you are again. Speaking of simple concepts....

Sigh.

-aric.

OK. I'll play your game. I post; you post, saying that I said I wouldn't post (which I never even said); and I'll reply. We'll go on over and over like this until, eventually, you'll complain about the signal-to-noise ratio of the thread, never realizing how much of that noise you yourself are responsible for.

Jay


(This post was edited by jt512 on Apr 14, 2008, 9:34 PM)


majid_sabet


Apr 14, 2008, 9:31 PM
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Re: [jt512] Pull Test Results: Tradklime's Quicklinks vs Petzl Quicklinks [In reply to]
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who is right

Jay or aric ?

please get your popcorn ready, we will find out in the next 5 posts.

edit: what am I saying ? in the next five pages


(This post was edited by majid_sabet on Apr 14, 2008, 9:57 PM)


tradklime


Apr 14, 2008, 9:51 PM
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jt512 wrote:
Multiply 6 kN by 225, and compare the result to the number above that tradklime is so enamored with.

Don't forget to multiply that number by 2.


Partner brent_e


Apr 14, 2008, 9:57 PM
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majid_sabet wrote:
who is right

Jay or aric ?

please get your popcorn ready, we will find out in the next 5 pages.

made a little change for you, Majid.

funny and interesting thread. thanks for testing, Aric.


Brent


jt512


Apr 14, 2008, 10:01 PM
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tradklime wrote:
jt512 wrote:
Multiply 6 kN by 225, and compare the result to the number above that tradklime is so enamored with.

Don't forget to multiply that number by 2.

Don't forget that perfect equalization is not achieved in practice, then don't forget to look up "margin of safety," and then don't forget to check the results for the 6- and 12-inch falls.

Jay


adatesman


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adatesman


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jt512


Apr 14, 2008, 10:09 PM
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adatesman wrote:
The only thing I'm not so thrilled with is the SNR, which I hoped could be avoided by The Lab actually being actively moderated, as it supposedly is. But I've filed my grievances, they've gone unanswered so I guess they're ok with things how they've ended up. Too bad, as there's actually some very good information in here.

-aric.

-aric.

That's inaccurate. Your grievance was indeed answered, by the head moderator, in fact, who posted his answer in the thread. You just didn't like the answer. And, it is you who is chiefly to blame for the state your thread has devolved to.

Jay


jt512


Apr 14, 2008, 10:11 PM
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adatesman wrote:
jt512 wrote:
Don't forget that perfect equalization is not achieved in practice, then don't forget to look up "margin of safety," and then don't forget to check the results for the 6- and 12-inch falls.

Jay

And the winner of the 5 points and free Alien testing is.... Not Jay.

Anyone else want to try?

And hearing concern over "margin of safety" come out of Jay at this point has a certain irony, given that's what I've been trying to explain to him regarding the SWL rating of the sample quicklinks.

And so far it looks like I'm partially correct, Jay hasn't looked up the proper way to calculate the forces. I'm sure the insult will come soon though.

-aric.

Actually, if you want to do something useful, for once, post what you think the "proper" way to calculate the impact force onto semi-static material is. If you actually know how to do it, I, for one, would be enlightened.

Jay


adatesman


Apr 14, 2008, 10:16 PM
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adatesman


Apr 14, 2008, 10:19 PM
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sed


Apr 14, 2008, 10:21 PM
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I can almost see the arteries on his neck bulge, the face getting red. I think you two should both just bivy on a large tower together somewhere, hanging from 5/16 quick link and get to know each other. You'd probably have a lot to discuss, might even become friends.
S


jt512


Apr 14, 2008, 10:21 PM
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adatesman wrote:
...the flamefest in The Lab resulting from your abusive behavior...

No matter how many times you state that, it'll never make it true.

Jay


adatesman


Apr 14, 2008, 10:27 PM
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jt512


Apr 14, 2008, 10:29 PM
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adatesman wrote:
jt512 wrote:
Actually, if you want to do something useful, for once, post what you think the "proper" way to calculate the impact force onto semi-static material is. If you actually know how to do it, I, for one, would be enlightened.

Jay

But Jay, I asked _you_ to do that. I already know how to do it and you have a habit of telling other people to go look something up, so thought you'd like being on the receiving end for a change.

And yes, you would be enlightened, because you are completely wrong with what you said about how it works.

? I didn't say I knew how to calculate the impact force onto semi-static material. Quite the opposite, I said I'd be enlightened by you if you knew how to and posted it.

As for me looking it up, I have no reason to do so. If you'd like to share your information with us, fine; if not, that's your prerogative.

In reply to:
-aric.

EDIT- Oh, and about doing something useful... Seems to me that the work that started this thread was actually mine and the only thing you've done is come in here and argue and insult people. Might want to go think on that.

Well, what I've been arguing is that valid statistical methods should be used in designing, analyzing, and interpreting this data. Along the way, I've done a few relevant calculations, which is what statisticians do. If you don't think that that is work, then you try doing them.


jt512


Apr 14, 2008, 10:34 PM
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adatesman wrote:
jt512 wrote:
adatesman wrote:
...the flamefest in The Lab resulting from your abusive behavior...

No matter how many times you state that, it'll never make it true.

Jay

Yup, you never said these things, all quoted earlier in the thread. Must have been the other jt512. There's been more since I compiled the list; maybe I'll add them in later.

In response to a valid assumption I made for doing my test:
jt512 wrote:
So your arbitrary assumption that the quicklinks would not be wrench tightened in use is valid if, luckily, that's how tradklime intended to use them. If not, then, frankly, by failing to clarify an important parameter of the test, you fucked up.

In response to my habit of changing out gear at rap stations:
jt512 wrote:
If you think you can routinely change out every rap anchor you come across you're utterly naive.

In response to my contention that gear from European companies is UIAA and CE certified because those certifications are required for product to be sold as climbing gear in Europe:
jt512 wrote:

I hope you're deluded, and I suspect that you are.

Regarding my response on the validity of tightening links with no available torque specification:
jt512 wrote:
I could explain that both conceptually and mathematically, but I'm convinced that you're too dense or too defensive to understand the explanation.

Again on my habit of changing out rap anchor gear:
jt512 wrote:
No. I missed the part about you being just another Gumby In Pennsylvania (TM) who happens to have a machine.

On my stating that his behavior is inappropriate:
jt512 wrote:
Killfile the only person in the fucking thread with enough knowledge to criticize your methods, and to correctly interpret your test results.

And on my testing in general:
jt512 wrote:
The apparent ability of tests conducted by some random guy in Pennsylvania, playing quality control engineer on the Internet, to mislead the majority of those who read the test results shows that these amateur tests can do more harm than good.

The only one of those that I would consider a flame is the one where I gave you the title Gumby in Pennsylvania (TM). The rest of it -- in context -- was ok, considering the belligerence and frustrating obtuseness you'd been demonstrating.

Jay


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Apr 14, 2008, 10:46 PM
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adatesman


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adatesman


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jt512


Apr 14, 2008, 11:07 PM
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adatesman wrote:
Crunch, crunch....

jt512 wrote:
? I didn't say I knew how to calculate the impact force onto semi-static material. Quite the opposite, I said I'd be enlightened by you if you knew how to and posted it.

Well then, by what means did you do the calculations to say this to dead_horse_flats?

No calculations are needed to know that the force approaches infinity as the deceleration approaches infinity.

Jay


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dynosore


Apr 14, 2008, 11:30 PM
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Thread summary:

I tested 4 links with a hand pump, uncalibrated test frame. They're safe.

jt: statistical fact

others: blah blah no facts, argue argue

jt: more facts

others: ban JT! no facts allowed

rinse and repeat.....

give up jt, you can lead a horse to water....


jt512


Apr 14, 2008, 11:33 PM
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adatesman wrote:
jt512 wrote:
No calculations are needed to know that the force approaches infinity as the deceleration approaches infinity.

Jay

Well, yeah, if that was what is happening. Unfortunately (for you) you can't model runners that way. Or chain, for that matter. There's always stretch in the equation, which you're not accounting for.

With that clue, do you know what the two missing pieces of info are?

-aric.

I'm not modeling anything. Of course, there's always stretch, a finite deceleration. What's missing is an equation relating the height of a fall and the elasticity of the material to the impact force that is valid when the elasticity is low.

Jay


jt512


Apr 14, 2008, 11:37 PM
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adatesman wrote:
jt512 wrote:
The rest of it -- in context -- was ok, considering the belligerence and frustrating obtuseness you'd been demonstrating.

Jay

A change in my behavior which, I must point out, didn't happen until well after your postings, which in context were clearly intended as insults and against the rules here in The Lab.

Nice try at revisionist history though.

-aric.

It seems to me that your behavior changed after I used the word "deluded," which was hardly intended as a flame. You were completely out of control from that moment on.

Jay


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jt512


Apr 14, 2008, 11:52 PM
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adatesman wrote:
jt512 wrote:
Multiply 6 kN by 225, and compare the result to the number above that tradklime is so enamored with. Then use your Excel spreadsheet to determine the result for a 6- and a 12-inch fall.

Jay

Actually Jay, where on earth did you get this 6kN * 225 nonsense?

Surely you can figure that out for yourself.

Jay


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jt512


Apr 15, 2008, 12:12 AM
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adatesman wrote:
Correction- I never said they were safe. I said they were probably safe under their rated load and spent a whole lot of time trying to get through to Jay that the links were in fact rated and testing showed that they met the rating.

Correction- Your sample size was too small to show that the links meet the rating. For a refresher, see my post where, using your results, I calculated the lower 99% tolerance limit for the -3 sigma qunatile to be 1200 lb, which is considerably less than the SWL of 1550 lb. Also review where I said that even this dismal result relies on the optimistic assumption that the failure loads are normal, which seems dubious, given the high variability of the failure loads, which implies poor quality control, or possibly, poor testing.

Jay


jt512


Apr 15, 2008, 12:15 AM
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adatesman wrote:
jt512 wrote:
I'm not modeling anything. Of course, there's always stretch, a finite deceleration. What's missing is an equation relating the height of a fall and the elasticity of the material to the impact force that is valid when the elasticity is low.

Jay

In an engineering sense you absolutely are modeling the system. As I suggested earlier, you might want to brush up on that sort of thing before making authoritative proclamations regarding things you don't know about.

I was modeling the system to the exact same extent that Newton was modeling the relation between force and acceleration with F = ma.

Jay


jt512


Apr 15, 2008, 12:17 AM
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adatesman wrote:
jt512 wrote:
adatesman wrote:
Actually Jay, where on earth did you get this 6kN * 225 nonsense?

Surely you can figure that out for yourself.

Jay

Ah, the magic of Statistics, naturally.

And if you say it loud enough and be enough of an ass to people, you can (almost) get away with making just about anything up without anyone calling you on it.

-aric.

You think I made up the conversion factor from kN to lb?

Jay


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jt512


Apr 15, 2008, 12:27 AM
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adatesman wrote:
jt512 wrote:
I'm not modeling anything.
jt512 wrote:
I was modeling the system to the exact same extent that Newton was modeling the relation between force and acceleration with F = ma.

So... You weren't modeling before you were modeling. Gotcha.

If you want to consider F = ma as a model. It's fine with me. Technically, it is indeed a model.

In reply to:
In either case, you're not Newton and still haven't provided the proper equations for modeling this experiment.

How many times do I have to say that you're the guy who supposedly has these equations, not me. The closest I've seen is a derivation from Hooke's Law that I'm told is not valid for semi-static materials like Spectra. So, no, for the third time, I don't have the equations, and since I'm not trying to predict forces from drops onto static materials, I don't need them. Like I also said at least twice, if you'd like to share them, I'd be interested in seeing them. Yes, I tried to search both your posts here, and Ed Hartouni's on supertopo, and couldn't find them. No, I didn't do an exhaustive search, and don't intend to. If you want to share, fine; if not, that's fine, too. But why you keep telling me that I don't have the equations, when that's exactly what I've been saying all along, is a mystery.

Jay


adatesman


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jt512


Apr 15, 2008, 12:30 AM
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jt512 wrote:
adatesman wrote:
jt512 wrote:
I'm not modeling anything.
jt512 wrote:
I was modeling the system to the exact same extent that Newton was modeling the relation between force and acceleration with F = ma.

So... You weren't modeling before you were modeling. Gotcha.

If you want to consider F = ma as a model. It's fine with me. Technically, it is indeed a model.

In reply to:
In either case, you're not Newton and still haven't provided the proper equations for modeling this experiment.

How many times do I have to say that you're the guy who supposedly has these equations, not me. The closest I've seen is a derivation from Hooke's Law that I'm told is not valid for semi-static materials like Spectra. So, no, for the third time, I don't have the equations, and since I'm not trying to predict forces from drops onto static materials, I don't need them. Like I also said at least twice, if you'd like to share them, I'd be interested in seeing them. Yes, I tried to search both your posts here, and Ed Hartouni's on supertopo, and couldn't find them. No, I didn't do an exhaustive search, and don't intend to. If you want to share, fine; if not, that's fine, too. But why you keep telling me that I don't have the equations, when that's exactly what I've been saying all along, is a mystery.

Jay

Einstein, the answer to the question, "Is 6 a large enough sample?" depends on the question.

Jay


jt512


Apr 15, 2008, 12:31 AM
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adatesman wrote:
jt512 wrote:
You think I made up the conversion factor from kN to lb?

Ah, so by multiplying 6kN by 225 lb-f we get 1350kn-lb-f, which is one of the lesser known engineering units for measuring.....???

-a.

Lame


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jt512


Apr 15, 2008, 1:09 AM
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adatesman wrote:
jt512 wrote:
How many times do I have to say that you're the guy who supposedly has these equations, not me. The closest I've seen is a derivation from Hooke's Law that I'm told is not valid for semi-static materials like Spectra. So, no, for the third time, I don't have the equations, and since I'm not trying to predict forces from drops onto static materials, I don't need them.

Apparently as many times as I need to ask you to find them, as you've made incorrect proclamations regarding forces resulting from theoretical drops onto static materials

You keep saying that, but haven't shown where I've done so.

In reply to:
If you're going to be telling people what the results will be, you damn well better know how to calculate them. Otherwise someone like me will latch on and repeatedly point out the fact that you've got no idea what you're talking about.

Well, unfortunately, it appears that you don't know how to calculate them either, which makes your criticizing calculations that I didn't make doubly wrong.

In reply to:
Which is something that doesn't exactly lend credence to your claims of expertise in other areas.....

There's an ironic statement.

In reply to:
Here you go... Right here in The Lab, June 2006.

If you knew what you were looking at you would know that that is just Hooke's Law. I already stated that I've seen the Hooke's Law approach, and that, if I recalled correctly, that rgold has stated that Hooke's Law is not a good model for low elasticity materials.

I just happened to run across that statement by rgold again, and what he actually said was that Hooke's Law isn't good for low elasticity ropes. But if it isn't good for low-elasticity ropes I would also doubt its validity for other low-stretch materials, like Spectra. So, sorry to disappoint you, but you didn't know any equations I didn't already know, and in fact, you were unaware that they are probably not valid for the material we are discussing, Spectra.

In reply to:
And I sincerely doubt you actually bothered looking...

-aric.

And if I made that accusation about you, you'd be off and running to the moderators saying that I'd just called you a liar.

Jay


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jt512


Apr 15, 2008, 2:11 AM
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adatesman wrote:
jt512 wrote:
adatesman wrote:
Apparently as many times as I need to ask you to find them, as you've made incorrect proclamations regarding forces resulting from theoretical drops onto static materials

You keep saying that, but haven't shown where I've done so.

Except that I have, and will again:
jt512 wrote:
If you believe that anything remotely approaching a 50-foot runout is necessary to produce forces that can break even a good quick link, then you're the one most likely to be culled from the herd. A fall of just inches onto static material, as could happen if the rappeller was lowering over the lip "backed up" by a Spectra runner attached to the anchor, could produce such a force.

Did you catch it that time?

jt512 wrote:
Well, unfortunately, it appears that you don't know how to calculate them either, which makes your criticizing calculations that I didn't make doubly wrong.

Links have been provided.

jt512 wrote:
If you knew what you were looking at you would know that that is just Hooke's Law. I already stated that I've seen the Hooke's Law approach, and that, if I recalled correctly, that rgold has stated that Hooke's Law is not a good model for low elasticity materials.

If you said it in this thread, I missed it amid all the insults. Found it...
jt512 wrote:
The closest I've seen is a derivation from Hooke's Law that I'm told is not valid for semi-static materials like Spectra.

Ah, that's quite the compelling argument there, Jay. Someone told you something. And no mention of RGold until now. Why the sudden name dropping?

jt512 wrote:
I just happened to run across that statement by rgold again, and what he actually said was that Hooke's Law isn't good for low elasticity ropes. But if it isn't good for low-elasticity ropes I would also doubt its validity for other low-stretch materials, like Spectra. So, sorry to disappoint you, but you didn't know any equations I didn't already know, and in fact, you were unaware that they are probably not valid for the material we are discussing, Spectra.

Again, links? I've not seen RGold's postings, only Ed's and any disagreement on validity between them is something RGold and Ed would need to hash out. Once again it sounds like you're redirecting the conversation to make it appear like you know what you're talking about. Without further evidence that you indeed do, anything you say about it is suspect.

Plus you've already demonstrated your being a statistician and not an engineer, so frankly your take on the proper application of Hooke's Law doesn't amount to much.

jt512 wrote:
And if I made that accusation about you, you'd be off and running to the moderators saying that I'd just called you a liar.

No, I'm afraid not. The things I take issue with are the unwarranted personal attacks and insults that are inappropriate in this forum. Given your propensity to talk big and have nothing to back it up, it stands to reason that your 'search' never actually occurred, statistically speaking of course. And seeing as I gave you both who posted it on supertopo and the fact that I, as one of my overwhelming total of 200 posts, included links to it amongst that number says to me you really didn't look much past your nose.

Well, its been fun Jay and I'm going to turn in. Same Bat Time, Same Bat Channel tomorrow?

-aric.

EDIT- One more thing before I go... If you like, I'll dig out my Dynamics book tomorrow and post the section explaining impact forces involving a steel cylinder sliding down a steel rod (like a slide hammer) and how the same equations apply. I think we can both agree that a steel rod is at least as static as spectra....

Aric, shut the fuck up already.

Jay


tradklime


Apr 15, 2008, 2:13 AM
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jt512 wrote:
tradklime wrote:
jt512 wrote:
Multiply 6 kN by 225, and compare the result to the number above that tradklime is so enamored with.

Don't forget to multiply that number by 2.

Don't forget that perfect equalization is not achieved in practice, then don't forget to look up "margin of safety," and then don't forget to check the results for the 6- and 12-inch falls.

Jay
As is typical when two extremes are put forth, the truth is somewhere in the middle.


majid_sabet


Apr 15, 2008, 2:49 AM
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 This thread has nothing to do with the topic.

Its all about scoring the top first seat in the LAB. So far at 223 post, my biner gate myth is the #1 in the house with Aric at 172 post as the second.


russwalling


Apr 15, 2008, 6:43 AM
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Somebody... anybody.... drop on a fucking knife and end this wank fest.


adatesman


Apr 15, 2008, 11:01 AM
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Partner cracklover


Apr 15, 2008, 1:22 PM
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adatesman wrote:
Have I made my point yet, or do I need to repeat it yet again?

-aric.

If your point is that your thread can safely be tuned out, as it's going to be nothing but senseless bickering from now until it dies, then yeah, you made it loud and clear.

So, one last question - which one of you is Maddog?

GO


jt512


Apr 15, 2008, 3:14 PM
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adatesman wrote:
jt512 wrote:
Aric, shut the fuck up already.

Jay

Ah, more constructive, civil discourse from Jay.

I thought you said pages ago that you were giving up? Or is it about getting the last word with you?

And in case you missed it, back on page 5:
jt512 wrote:
I don't know about the other criticisms I leveled at you. But this last post clearly proves "dense." In fact, hopelessly dense. I give up.

And on page 6:

adatesman wrote:
But what the heck, thread's ruined, Mod's don't care, I've got nothing better to do than needle him.

If you'll promise to play nice in the rest of my pull testing threads, I'll drop it. But until then, unless the Mods actually moderate things to keep you in line here in The Lab expect more of the same from me. Vitriol and invective are not appropriate here in the lab.

Have I made my point yet, or do I need to repeat it yet again?

-aric.

Shut the fuck up, Aric.


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jt512


Apr 15, 2008, 3:37 PM
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adatesman wrote:
Another

jt512 wrote:
Shut the fuck up, Aric.

I guess you didn't understand my point then, huh?

Be nice and I won't be a pain in your ass.

Got it?

-aric.

You're not a pain in my ass. You're just another moron who doesn't comprehend his own incompetence.

Jay


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Apr 15, 2008, 5:05 PM
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jt512


Apr 15, 2008, 5:10 PM
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adatesman wrote:
So Mods, just where is the line drawn with regards to what is and what is not acceptable in the lab? At this point we have what, 3 or 4 pages of Jay and I railing at each other, complete with insults and foul language on his part?

The rules you put down clearly state that this is a highly moderated forum and...

j_ung wrote:
By posting in the Lab, all users agree to keep their tone respectful to each other and to abide by the RC.com Terms of Service.

I'm hoping that you could clear this up, for me and everyone else, before another incident like this occurs again and we can get back to having a reasonable SNR here in The Lab. If you're not going to moderate, then don't say you do.


And Jay, haven't we already established that I don't particularly care for you insulting me? While you've been the object of my ire (rightfully so, I might add), my bigger issue is the complete lack of moderation in what's supposed to be a highly moderated forum. Had a Mod stepped in at any time and told both of us to calm down, I absolutely would have. Heck, even had one of the Mods PM'd me to say they looked into it, understood why I was peeved and determined I was overreacting that would have been enough for me. But alas, none of that occurred and tempers continue to flare.

So now I'm just curious to see where they draw the line before doing something about it. Heck, we could even escalate things a bit. Several people (including me over in Comments and Suggestions) have called for the thread to be locked but still nothing, so obviously we haven't found the line in the sand yet.

So if you're up for continuing this to see how far they'll let things go, I'll play along. I'm very interested in what sort of precedent they're looking to set. Otherwise, I'll offer a truce again- if you'll kindly refrain from being unduly rude to me from here on out, I'll leave you alone.

-aric.

I don't care whether you "leave me alone" or not. You're just making a fool of yourself.

Jay


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jt512


Apr 15, 2008, 7:29 PM
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adatesman wrote:
You haven't shared a link to RGold's post about why Ed's analysis is flawed WRT spectra though, so if you disagree with these results please feel free to explain.

Like I said before, the only information I have is a statement by rgold that the model does not hold for low-stretch ropes. I don't have a link to that statement handy, but I explained yesterday how to find the post. Again: Use the advanced search to search for your posts containing the phrase "Ed Hartouni." That returns two threads. Rich's post is in one of them. Unfortunately, he doesn't elaborate on the limitations of the Hooke's law model. However, he does note, in a paper, that experimental results show that the tension in a dynamic rope is not truly a linear function of displacement (ie, stretch) as per Hooke's Law, and that the greatest departures from linearity occur at very small and very large values of displacement. Since low-stretch ropes have, well, low stretch, perhaps this nonlinearity is just too important to ignore. That's just a guess. I don't have a link to that paper either, but Rich has posted links to it several times, so it shouldn't be too hard to find. It's dated 12/27/06, and is a very worthwhile read.

Jay


(This post was edited by jt512 on Apr 15, 2008, 7:30 PM)


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Apr 15, 2008, 9:09 PM
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jt512


Apr 15, 2008, 9:42 PM
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adatesman wrote:
Jay,

It wasn't in the search you suggestion you gave (the two threads that came up searching my postings and "Ed Hartouni" were this one and the one I linked earlier, which wasn't the one you're talking about), but I was able to find lots of interesting by searching for him and "Hooke". It'll make interesting reading, so thanks for pushing me in that direction.

In this post he seems to imply (well, flat out states) that static ropes behave similarly to dynamic ropes and both exhibit elastic behavior (meaning Hooke's Law should be a reasonable approximation). A bit earlier he also states that spectra and steel cable behave elastically, so perhaps he changed his mind about it at some point.

I've been through the 25 posts he mentions "Hooke" in and a couple where he mentions "spectra", but don't think I've found the one you're talking about yet. I'll keep looking, unless you wouldn't mind just pointing me to it with a link.

-aric.

EDIT- And yes, that paper did make for interesting reading. Didn't know he had posted something like that, so thanks for pointing me to it.

This wasn't the post I was referring to, but in it he mentions a cubic elasticity function in relation to "stiff" ropes.

OK, here's the the post I was talking about: [T]he entire impact force model based on Hooke's law works poorly for static ropes." He made this post 9 months after the one you found where he seemed to believe the opposite, so perhaps he had found new data.

Jay


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Apr 15, 2008, 9:54 PM
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Partner drector


Apr 15, 2008, 10:03 PM
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I'm not sure which is more distasteful, someone being right and just being obnoxious about it or someone being wrong and sticking with their wrong argument and being obnoxious about it.

In either case, I don't know much about this stuff so everyone involved is starting to look pretty moronic, right or wrong.

I guess that the person who is right never learned that if you can't convince someone of your point based on science and logic then why the hell don't you shut up (all parties involved).

Dave


Truck


Apr 16, 2008, 12:06 AM
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In reply to:
Most likely SWL stands for Safe Working Load and 1550 works out to 6.93kN. That seems low, but you have to bear in mind that the SWL is usually well under the breaking strength (generally by several times the SWL).

Yep I know all bout that SWL crap.

Look at the average 3 1/2"x 1/2" powers/rawl bolt......SWL round 2000 lbs depending on hardness of the concrete(or rock) it is placed in. Strong as god no? Look at the ultimate loads on those things as opposed to the SWL and never mind that some dumb assed ethics dweebs insist on hand drilling the damn things....I doubt ANY engineer would put his ok stamp to a hand drilled rawl bolt, especially if someone's life hung on it.

18+ kn for a rap anchor even if it was made in China with no QC by a 11 year old who works for a dollar a month is still good with me.

Fuck it.... if the slings break before the links you are good... if you get scared on tradklimes rap anchors...leave a biner.

Aric... keep up the good work. Can't wait for the Patagonia slings to be busted.

Truck


tradklime


Apr 16, 2008, 12:22 AM
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jt512 wrote:
tradklime wrote:
jt512 wrote:
Multiply 6 kN by 225, and compare the result to the number above that tradklime is so enamored with.

Don't forget to multiply that number by 2.

Don't forget that perfect equalization is not achieved in practice, then don't forget to look up "margin of safety," and then don't forget to check the results for the 6- and 12-inch falls.

Jay

Since this is possibly productive again...

Is there anyway to express statistically the chances that, randomly selected, two of these quicklinks would actually break at the low 3 sigma value you calculated.


jt512


Apr 16, 2008, 4:01 AM
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tradklime wrote:
jt512 wrote:
tradklime wrote:
jt512 wrote:
Multiply 6 kN by 225, and compare the result to the number above that tradklime is so enamored with.

Don't forget to multiply that number by 2.

Don't forget that perfect equalization is not achieved in practice, then don't forget to look up "margin of safety," and then don't forget to check the results for the 6- and 12-inch falls.

Jay

Since this is possibly productive again...

Is there anyway to express statistically the chances that, randomly selected, two of these quicklinks would actually break at the low 3 sigma value you calculated.

The probability of a link being weaker than the mean minus 3 sigma is .00135, so the probability of two of them being weaker than the mean minus 3 sigma is .00135^2, or .00000182, roughly odds of 500,000:1.

Edit, Hypothetical question: Say the odds of an anchor failing are 500,000:1. Would these odds be good or not? Would you rap off an anchor that had 2 chances in a million of failing? Probably you would. I know I would. Does that mean that it would be ok to knowingly install anchors that had 2 chances in a million of failing? In my opinion, no. Here's why: Imagine that everybody installed anchors that had 2 chances in a million of failing. How many anchors are there in the world? I have no idea, but let's say that there are 1 million. Then, chances are that 2 of those anchors will fail, and someone will die. Thus the only justification for installing anchors that have 2 chances in a million of failing is that most everybody else is installing better anchors. Kant would not approve.

In other words, we have to keep in mind that the probability of failure is 2 chances in a million per anchor. The probability of an unsafe anchor being installed somewhere increases each time such an anchor is installed.

Jay


(This post was edited by jt512 on Apr 16, 2008, 5:42 AM)


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Apr 16, 2008, 12:58 PM
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I almost gave up on this threoad and sent it to the recycle bin, then in the last few posts it got back on track.

If this generates once again into a wankfest as Russ so succinctly put it then I won't have any hesitation in sending it there. That would be sad as there is some exceptional material contained herein. Not pointing any fingers at anyone in the above comments, just wanting to see folks playing nicely in the sandbox.

Yes Aric I am the head mod around here. I answered the criticism of the modding of this thread in the suggestions forum where you started another thread in regards to the topic of the lack of modding in your thread. I don't particularly want to indulge in the run around of justification and recrimination. From where I sit I am seeing things a little differently than you. Let's just move on and all learn from this experience and try to get along.

I can't actively ride shotgun over this thread 24/7 but I will be keeping an eye on it and will take the necessary action. Any more of anyone getting personal and it will be time out and threads getting locked or sent to recycle bin.

Here endeth the action so far, it is now over to the participants of this hread to decide how the thread continues if at all. Let's all be big about this and raise the standard


tradklime


Apr 16, 2008, 2:18 PM
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jt512 wrote:
In other words, we have to keep in mind that the probability of failure is 2 chances in a million per anchor. The probability of an unsafe anchor being installed somewhere increases each time such an anchor is installed.

Jay

I agree with you in principle, however in this case, aren't we saying that there is a 2 in one million chance that the anchor will only withstand somewhere between 5.5-11 kN, a value that is still sufficient for rappel. Realistically, the only way to achieve forces in that range is if someone was foolish enough to fall directly on the anchor attached by a spectra sling, with no mitigation from energy absorbed in the body or friction as the person scrapes down the rock, and that assumes they attached themselves to the quicklink directly and not the bolt hanger, or the sling.

The real danger in this scenario is the static fall on the anchor, because if the person falls just a little farther, we're talking forces that that could break slings, biners, not to mention backs.


sed


Apr 16, 2008, 4:53 PM
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JT the only way someone would die in your scenario is if both links failed at the same time(on a 2 bolt anchor. The odds can't be figured the same. I don't know if you play poker but the odds of getting pocket aces are not the same as the odds of two aces showing up somewhere on the table during the game, and that is what you are doing, treating those scenarios the same. I thought stats was your strength?
Scott


jt512


Apr 16, 2008, 6:31 PM
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sed wrote:
JT the only way someone would die in your scenario is if both links failed at the same time(on a 2 bolt anchor. The odds can't be figured the same.

Huh? The same as what?

In reply to:
I don't know if you play poker but the odds of getting pocket aces are not the same as the odds of two aces showing up somewhere on the table during the game, and that is what you are doing, treating those scenarios the same. I thought stats was your strength?
Scott

With the analytical skillz you've just demonstrated you'd be welcome at my poker table any day. Bring your ATM card.

Jay


jt512


Apr 16, 2008, 6:40 PM
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tradklime wrote:
jt512 wrote:
In other words, we have to keep in mind that the probability of failure is 2 chances in a million per anchor. The probability of an unsafe anchor being installed somewhere increases each time such an anchor is installed.

Jay

I agree with you in principle, however in this case, aren't we saying that there is a 2 in one million chance that the anchor will only withstand somewhere between 5.5-11 kN, a value that is still sufficient for rappel. Realistically, the only way to achieve forces in that range is if someone was foolish enough to fall directly on the anchor attached by a spectra sling, with no mitigation from energy absorbed in the body or friction as the person scrapes down the rock, and that assumes they attached themselves to the quicklink directly and not the bolt hanger, or the sling.

The real danger in this scenario is the static fall on the anchor, because if the person falls just a little farther, we're talking forces that that could break slings, biners, not to mention backs.

If the failure rates actually have a normal distribution, then yes. I had to assume something about the distribution in order to be able to calculate anything. We really hove no evidence that the distribution is normal, and hence really have no idea what percentage of biners would fail at any given load. That's the main point I've been trying to make all along. I'm beginning to regret that I made any calculations in the thread. It might have been better had I said that the all we know from the testing is that there is too much variability in the failure rates, and left it at that.

Jay


sed


Apr 16, 2008, 6:50 PM
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Insults aren't answers. Let's see if you can get it right Jay. If the odds of a link failing are 1 in 500,000, what are the odds that two links will fail at the same time?
Oh, and I a teacher so show your work.
S


tradklime


Apr 16, 2008, 7:00 PM
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jt512 wrote:
I'm beginning to regret that I made any calculations in the thread. It might have been better had I said that the all we know from the testing is that there is too much variability in the failure rates, and left it at that.

Jay
Personally, I'm glad you provided to calcs. It is the kind of interesting input that provides value to threads like these. I think you have been very clear that, with the limited sample size, any analysis of the data is of limited value, this should also be relatively obvious. I think the testing of the links provides a context for the discussion, gives some actual values to play with, and helps explain how the process works, and helps to explain why a substantial data set is important to statistical analysis. Also, provides a context to explain the significance of distribution in statistical analysis. All interesting things.

If you have a moment, I wounldn't mind a brief description of "bimodal failure (Edit: oops I mean distribution)".


(This post was edited by tradklime on Apr 16, 2008, 7:43 PM)


jt512


Apr 16, 2008, 7:22 PM
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sed wrote:
Insults aren't answers. Let's see if you can get it right Jay. If the odds of a link failing are 1 in 500,000, what are the odds that two links will fail at the same time?

My previous answer was not an insult, in spite of the fact that you didn't pose a coherent question.

In reply to:
Oh, and I a teacher so show your work.

You're obviously not a math teacher or an English teacher. What does that leave?

The problem posed by tradklime was of the form: what is the probability of a random sample of two bolts each having a breaking strength less than a certain quantile Q? If the probability of one bolt having a breaking strength less than Q is X, then the probability for 2 bolts is X^2, if some reasonable assumptions are used. Now I suggest you go back and reread the problem and the solution.

Jay


sed


Apr 16, 2008, 7:57 PM
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Two insults and zero answers. You didn't answer my question so am I to assume you don't know how? I am asking a reasonable question no?
I think without calculating you and I both know the chances of two quick links failing at the same anchor at the same time are roughly equal to the probability that a comet will strike the white house next week.
A common sense approach seems appropriate here. I've seen a bunch of numbers in this thread but the only really useful ones came from the first post giving the test results. Extrapolating a normal curve and estimating confidence is pointless from a sample size of 6. Luckily it is also unnecessary and a waste of time. You don't need a tank to kill an elephant Jay. I don't care how mean the occasional ant could be.


jt512


Apr 16, 2008, 8:28 PM
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sed wrote:
You didn't answer my question...

The first time you asked a question it was incoherent. The second time you asked, "If the odds of a link failing are 1 in 500,000, what are the odds that two links will fail at the same time?" That question isn't directly answerable either, so I rephrased it in terms of the original question, hoping that that was what you really were asking, and just wording it badly, and answered that question. You know how to square a number, right?

The problem with your second question is that you throw in this "time" element, which doesn't make much sense either physically or probabilistically. The necessary and sufficient condition for a two-bolt anchor to fail is that both bolts are loaded to their breaking strength. It doesn't matter if that happens simultaneously or sequentially. But let's say that bolts A and B each have a breaking strength of X, then if a load of 2X is applied to the bolts simultaneously, both bolts will break with certainty. This is not a probability question. The probability question is: assuming that an anchor will be loaded to 2X, then what is the probability that two bolts will each have a breaking strength less than or equal to X. That's basically the question that tradklime asked (actually his question was slightly simpler).

At this point I've put in at least ten times more effort at answering your questions than you have into thinking about them. I am hopeful that this explanation will be the beginning of a reversal in that trend.

Jay


g_i_g_i


Apr 16, 2008, 11:22 PM
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jt512 wrote:
tradklime wrote:

Is there anyway to express statistically the chances that, randomly selected, two of these quicklinks would actually break at the low 3 sigma value you calculated.

The probability of a link being weaker than the mean minus 3 sigma is .00135, so the probability of two of them being weaker than the mean minus 3 sigma is .00135^2, or .00000182, roughly odds of 500,000:1.

Edit, Hypothetical question: Say the odds of an anchor failing are 500,000:1. Would these odds be good or not? Would you rap off an anchor that had 2 chances in a million of failing? Probably you would. I know I would. Does that mean that it would be ok to knowingly install anchors that had 2 chances in a million of failing? In my opinion, no. Here's why: Imagine that everybody installed anchors that had 2 chances in a million of failing. How many anchors are there in the world? I have no idea, but let's say that there are 1 million. Then, chances are that 2 of those anchors will fail, and someone will die. Thus the only justification for installing anchors that have 2 chances in a million of failing is that most everybody else is installing better anchors. Kant would not approve.

In other words, we have to keep in mind that the probability of failure is 2 chances in a million per anchor. The probability of an unsafe anchor being installed somewhere increases each time such an anchor is installed.

Jay
This is a very good point, useful to try and convince the cheap-minded.


jt512


Apr 16, 2008, 11:29 PM
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tradklime wrote:
jt512 wrote:
I'm beginning to regret that I made any calculations in the thread. It might have been better had I said that the all we know from the testing is that there is too much variability in the failure rates, and left it at that.

Jay
Personally, I'm glad you provided to calcs. It is the kind of interesting input that provides value to threads like these. I think you have been very clear that, with the limited sample size, any analysis of the data is of limited value, this should also be relatively obvious. I think the testing of the links provides a context for the discussion, gives some actual values to play with, and helps explain how the process works, and helps to explain why a substantial data set is important to statistical analysis. Also, provides a context to explain the significance of distribution in statistical analysis. All interesting things.

Thanks.

In reply to:
If you have a moment, I wounldn't mind a brief description of "bimodal failure (Edit: oops I mean distribution)".

A bimodal distribution is a distribution with two peaks, like this:



An example of a bimodal distribution in real life would be the distribution of failure loads for Aliens during the period in which they were outsourcing a percentage of the work. The majority of the units probably had a distribution like the one on the right in image above, whereas a percentage of those outsourced had a distribution like the one on the left. If the Chinese quick links have a similar bimodal distribution, we would not expect to be able to detect it by testing a sample of only six units.

Jay


(This post was edited by jt512 on Apr 16, 2008, 11:38 PM)


blondgecko
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Apr 17, 2008, 4:36 AM
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sed wrote:
Insults aren't answers. Let's see if you can get it right Jay. If the odds of a link failing are 1 in 500,000, what are the odds that two links will fail at the same time?
Oh, and I a teacher so show your work.
S

The 1 in 500,000 value was for the probability of two links failing in the one anchor. The probability Jay calculated for one link failing was around 1 in 740.


tradklime


Apr 17, 2008, 4:57 AM
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blondgecko wrote:
sed wrote:
Insults aren't answers. Let's see if you can get it right Jay. If the odds of a link failing are 1 in 500,000, what are the odds that two links will fail at the same time?
Oh, and I a teacher so show your work.
S

The 1 in 500,000 value was for the probability of two links failing in the one anchor. The probability Jay calculated for one link failing was around 1 in 740.

Perhaps Jay should clarify this, but I don't think the odds presented were for "failure", it was for breaking at the low end of 3 sigma, ie approx. 5.5 kN. This is a significant distinction. (for the slooooowwww folks, this assumes a normal distribution, which is impossible with the small sample size).


tomcat


Apr 17, 2008, 12:58 PM
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I have red all of dis tred and decidered I wood rather repel on too of dose Chineez links den one expenseive one.


jt512


Apr 17, 2008, 4:00 PM
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tomcat wrote:
I have red all of dis tred and decidered I wood rather repel on too of dose Chineez links den one expenseive one.

I read your entire sentence, and decided I would rather killfile you than read another one.

*plonk*

Jay


tomcat


Apr 17, 2008, 4:05 PM
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Jay.What are the odds you have a sense of humor?


sed


Apr 17, 2008, 4:49 PM
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Your right, I'm no math teacher, and my english teacher was always displeased with my lack of proofreading. I'm going to make some wild assumptions and use my limited memory of basic stats to see if I can calculate my chances of dying on two china made quicklinks with poor quality control.
My assumptions:
A. 1 in 100 of the quick links is significantly below specs and would fail in a low range of force.
B.1 in 1000 climbers would do something stupid or unfortunate enough to generate forces in the range necessary to cause failure of both links.
If we square 1/100 (for two such links at the same time) then multiply by 1/1000, that is a wildly speculative but I think conservative estimate of 1 in 10 million chance a climber will experience such an event.
I personally am ok with that, since the chance I will get in a fatal car accident on the way to the crag is much higher.
Go ahead Jay, insult my intelligence but while you are at it please take the time to give your own estimation in your own superior way. What are the chances two of these quick links will fail in a rappel situation? After all, isn't that what we want to know in this thread?
S


jt512


Apr 17, 2008, 9:28 PM
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sed wrote:
Your right, I'm no math teacher, and my english teacher was always displeased with my lack of proofreading. I'm going to make some wild assumptions and use my limited memory of basic stats to see if I can calculate my chances of dying on two china made quicklinks with poor quality control.
My assumptions:
A. 1 in 100 of the quick links is significantly below specs and would fail in a low range of force.
B.1 in 1000 climbers would do something stupid or unfortunate enough to generate forces in the range necessary to cause failure of both links.
If we square 1/100 (for two such links at the same time) then multiply by 1/1000, that is a wildly speculative but I think conservative estimate of 1 in 10 million chance a climber will experience such an event.

I have three objections to your "analysis." First of all, you are just making up numbers, so even if your approach were correct (which it isn't), the result would have no relation with reality. Second, I don't think that what you've done in step B, divide the climbing population into 2 mutually exclusive groups, one of which is stupid or unfortunate and one of which is not, is the correct approach to the problem; some of the most experienced climbers in the world have died as the result of a single careless mistake. And, third, even if we accept your approach for the sake of argument, your result, 1 in 10 million, would be the probability per ascent of anchor failure. Since climbers make many more than one ascent in their lifetime, the probability per climber is much greater. If the average climber makes, say, 1000 ascents in his lifetime, then the probability that a climber will eventually experience an anchor failure would be on the order of 1/10,000, using your own assumptions.

Jay


sed


Apr 21, 2008, 12:00 AM
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Of your objections I agree to the 3rd. Your first objection just restates that yes I made assumptions. You could get a better approximation in my assumption A with a large sample size of testing but anyone trying to calculate the odds would have to make an assumption with regard to B. similar to mine. Actually we all know my 1 in 1000 is a much higher incidence than is probably true. In reality most people probably never generate anything other than body weight or slightly higher forces on a rappel anchor in their whole life. As far as your rejection of me putting people into groups, I didn't, you're right, anyone could make a mistake or have a bad set of circumstances. Besides, it doesn't matter who or why the person generated the higher than normal forces anyway. Your third statement does make more sense. If a person made 1000 ascents the odds over a whole climbing career would be much higher than when considering just one ascent. We all kind of expect that the longer we climb, the higher our chances of getting hurt. If we did a reliable survey of climbers I think we would arrive at a more accurate assumption for part B, which I suspect might turn out to be a factor of 2 or 3 higher than I used, placing the lifetime odds at more like 1 in 100,000 or 1 million.
Scott


jt512


Apr 21, 2008, 1:51 AM
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sed wrote:
We all kind of expect that the longer we climb, the higher our chances of getting hurt.

You have to do more than just "expect" it if you want to play actuary on the Internet. You can see that when you actually take it into account quantitatively, it makes the odds of a climber experiencing an anchor failure unacceptably high, using your other assumptions.

Jay


billcoe_


Apr 21, 2008, 5:15 AM
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 From my vantage point, Aric did some real work and posted some interesting numbers, in an open and honest manner. THANKS!

If you've done any climbing at all then you've rapped on things substantially less strong than this links, you just didn't know how much weaker it was.

"The final results are:
Sample 1: 5472 lb-f / 24.34kN
Sample 2: 5120 lb-f / 22.77kN
Sample 3: 6048 lb-f / 26.90kN
Sample 4: 4831 lb-f / 21.49kN
Sample 5: 5212 lb-f / 23.18kN
Sample 6: 4986 lb-f / 22.17kN

Petzl 1: 6895 lb-f / 30.67kN
Petzl 2: 6901 lb-f / 30.70kN "

I often see 2 rusty 1/4 chain directly onto bolts that get rapped on all day long. I'd like to see 3/8" diameter stainless everywhere, but until that happens, it's nice to see what numbers pull testing brings in.

Good stuff and worthy of Ed Leeper. Thanks again.

Bill


blondgecko
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billcoe_ wrote:
If you've done any climbing at all then you've rapped on things substantially less strong than this links, you just didn't know how much weaker it was.

Ain't that the truth. More than once I've found myself arriving at carrot bolt anchors with bolts that rattled around in their holes. In at least one case, I'm pretty sure that if I pulled in the right direction I could have removed it with two fingers.


mojomonkey


Apr 24, 2008, 2:36 PM
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jt512 wrote:
rjtrials wrote:
jt512 wrote:
tradklime wrote:
That doesn't make it a bad product per say, and it doesn't necessarily make it unsuitable for all climbing applications.


Yes, actually it does, and it does.

Jay

Jay,
Im not familiar with the ratings on most 5/16 quicklinks, but you seem to be opposed to their usage in climbing. I have seen MANY quicklinks in action on permadraws and/or anchors.

What is your take on the general usage of quicklinks over biners?

RJ

I have no opinion on quick links in general. I would, however, not use these particular Chinese quick links, based on the results of this testing.

Jay

As a point of interest, I checked a lot of the quicklinks on the permadraws at my gym on Tuesday... Most had no marking at all. Some were just stamped "CHINA". Some of the quicklinks (used to anchor daisy chains the ground for their toprope setup) were marked "CHINA SWL 1980".

I saw no climbing spec links, though it wasn't a thorough survey. I've no idea how long they have been in service, but the permadraw links had lots of nicks from falls.


shu2kill


Apr 24, 2008, 11:04 PM
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adatesman wrote:
I do find it rather interesting that Sample 3 held the most force, as that was the sample that got additional testing due to the attempts to use the webbing. It is certainly possible that these attempts influenced the results for this piece, but given the variation in peak loads its also possible that it was legitimate.
.

actually, during cold work (deformation), you increase hardness, as well as tensile strength and yield strength.

so, one can assume that using those chinese quicklinks in rap stations is safe?? looking at the results i would say its safe, and since those are rated for almost 7 kN, i would say they are using a safety factor of 3, thats why they break at more than 21 kN.

thanx!!


notapplicable


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PDF's from google cache of the first two pages of this thread containing posts deleted by Aric. The other pages appear to be lost.


http://www.keepandshare.com/...7-43-pm-1-4-meg?da=y

http://www.keepandshare.com/...10-7-48-pm-199k?da=y


Forums : Climbing Information : The Lab

 


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