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Dynamic equalization and no-extension
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clayman


Aug 10, 2005, 5:39 PM
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Dynamic equalization and no-extension
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is it possible to build an anchor that is dynamically equalized and at the same time does not violate the no-extension rule?


cfnubbler


Aug 10, 2005, 5:42 PM
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Re: Dynamic equalization and no-extension [In reply to]
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Not exactly, but you can build anchors that strike a balance between the two. The sliding "x" with stopper knots in the arms of each "x" dynamically equalizes two individual anchor points within a limited range of directions of pull, and greatly reduces (but does not eliminate entirely) extension should one of them fail.

-Nubbler


gunkiemike


Aug 16, 2005, 2:44 AM
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Re: Dynamic equalization and no-extension [In reply to]
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Yes. Use a cordelette made of 10 mm instead of 7 mm cord. Don't tie the big knot in it (so it can move). Then - here's the trick - route each of the legs through a Silent Partner, which will lock up in the event of a sudden impact while still allowing the anchor to slowly adapt to changes in load direction.

The cordelette loop will of course have to be longer than the standard 20 ft to allow for the SP hitches. I'll leave it up to you to determine the best length.


slobmonster


Aug 16, 2005, 5:02 AM
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Dude you are *totally* describing the anchor rig I bring with me every time I climb!


karlbaba


Aug 16, 2005, 5:15 AM
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If the anchor has to be sketchy enough to worry about it, you can build the truly equalized anchor and then back it up with slings or a second cord. so that if one of the pieces fail the back up is ready to catch the extension with minimal slack inbetween

Hope that makes sense

Peace

karl


Partner f_thomas


Aug 16, 2005, 6:48 AM
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In reply to:
Yes. Use a cordelette made of 10 mm instead of 7 mm cord. Don't tie the big knot in it (so it can move). Then - here's the trick - route each of the legs through a Silent Partner, which will lock up in the event of a sudden impact while still allowing the anchor to slowly adapt to changes in load direction.

The cordelette loop will of course have to be longer than the standard 20 ft to allow for the SP hitches. I'll leave it up to you to determine the best length.

Could you possibly draw a diagram of this for the less experienced such as myself. Two Silent Partner's is a bit of gear (weight wise) and expensive.


slobmonster


Aug 16, 2005, 4:52 PM
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please consult this LINK


Partner f_thomas


Aug 17, 2005, 1:14 AM
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OH! I get it = SPRACASM

Dynamically Unbalanced and Overextended


curt


Aug 17, 2005, 1:18 AM
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In reply to:
is it possible to build an anchor that is dynamically equalized and at the same time does not violate the no-extension rule?

No. Then again, a truly equalized anchor is pretty much impossible by itself. So.............

Curt


clayman


Aug 17, 2005, 1:23 AM
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so........what?


curt


Aug 17, 2005, 1:28 AM
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In reply to:
so........what?

So, if it's basically impossible to build an anchor that is truly equalized--it's somewhat nonsensical to ask if you can build an anchor with that attribute--plus being non-extending, isn't it?

Curt


clayman


Aug 17, 2005, 2:02 AM
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Curt,
Are you always this condescending or is it just a special occasion?
You've been helpful, thanks


curt


Aug 17, 2005, 2:06 AM
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In reply to:
Curt,
Are you always this condescending or is it just a special occasion?
You've been helpful, thanks

If you consider it condescending to have your misunderstanding corrected, I'm sorry. Oh, and you're welcome.

Curt


clayman


Aug 17, 2005, 2:21 AM
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In reply to:
In reply to:
Curt,
Are you always this condescending or is it just a special occasion?
You've been helpful, thanks

If you consider it condescending to have your misunderstanding corrected, I'm sorry. Oh, and you're welcome.

Curt


Of course I don't that's why I'm asking, there's nothing nonsenical about it
unless I knew, a priori, that there wasn't such a thing a "truely" equalized anchor. I mean, jeez, lighten up


curt


Aug 17, 2005, 2:34 AM
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In reply to:
In reply to:
In reply to:
Curt,
Are you always this condescending or is it just a special occasion?
You've been helpful, thanks

If you consider it condescending to have your misunderstanding corrected, I'm sorry. Oh, and you're welcome.

Curt


Of course I don't that's why I'm asking, there's nothing nonsenical about it
unless I knew, a priori, that there wasn't such a thing a "truely" equalized anchor. I mean, jeez, lighten up

Well, "they" say there is no such thing as a stupid question. Still, why do you feel compelled to prove "them" wrong?

Curt


clayman


Aug 17, 2005, 2:41 AM
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point proven


curt


Aug 17, 2005, 3:06 AM
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point proven

That you're an idiot, who ought to abandon climbing for croquet?

Curt


clayman


Aug 17, 2005, 3:37 AM
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wow,
I'll clue you in, this derisive attitude of yours isn't gonna serve you very well in life. Although considering that have been climbing, as you say, for 25 years it's probably a moot point by now. Most likely, you spend way too much time hunched over your computer nitpicking peoples genuine, albeit elementary, climbing questions with a jaded and bitter disposition. Futhermore, you are offering nothing except friction. How can someone with 25 years of climbing experience carry the tone you've demonstrated here. It's beyond the pale. cheers


maldaly


Aug 17, 2005, 3:40 AM
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If you tie an overhand knot in the middle strand of an Alpine Equalizer (down close to the rings) it will be fairly non-extending and still be able to equalize. That doesn't solve the redundancy thing however. I don't think there's any way you can build a SERENE anchor and still achieve dynamic equalization.
Mal


clayman


Aug 17, 2005, 3:54 AM
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thanks,
I think that's the concensus. So for belay anchors, even ones that are maybe not as bomber as you might want, dynamic equalization takes a back seat to no-extension?


slobmonster


Aug 17, 2005, 4:02 AM
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In reply to:
How can someone with 25 years of climbing experience carry the tone you've demonstrated here.
What you don't quite realize is that wit, candor, sarcasm, and elitism are all stepping stones to being a well-rounded climber. My best wishes to you in your endeavors.


asandh


Aug 17, 2005, 4:46 AM
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:)


lumberg


Aug 17, 2005, 4:55 AM
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In reply to:
In reply to:
point proven

That you're an idiot, who ought to abandon climbing for croquet?

Curt

Wow, don't we have forum moderators to spare the productive members of this community the pain of wasting time reading useless, negative input such as this? Curt contributed nothing to this thread, except to punish someone for asking one of the more important questions one can ask when it comes to climbing safety. Thanks Curt.

Clayman, thanks for asking an important question. I learned a bit from the answers myself. Curt, please try not to comment if you can't make a contribution. Last time I checked, online communities are formed to bring people together in a positive, productive manner; not to give grouchy people the opportunity to make relatively newer folks feel stupid.


curt


Aug 17, 2005, 5:37 AM
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In reply to:
In reply to:
In reply to:
point proven

That you're an idiot, who ought to abandon climbing for croquet?

Curt

Wow, don't we have forum moderators to spare the productive members of this community the pain of wasting time reading useless, negative input such as this? Curt contributed nothing to this thread, except to punish someone for asking one of the more important questions one can ask when it comes to climbing safety. Thanks Curt.

Clayman, thanks for asking an important question. I learned a bit from the answers myself. Curt, please try not to comment if you can't make a contribution. Last time I checked, online communities are formed to bring people together in a positive, productive manner; not to give grouchy people the opportunity to make relatively newer folks feel stupid.

Dear lumberg,

I gave him the correct answer in the first place. That, in fact, is being productive. Also, I can't make anyone feel stupid who actually, in fact, isn't.

Curt


curt


Aug 17, 2005, 6:04 AM
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wow,
I'll clue you in, this derisive attitude of yours isn't gonna serve you very well in life. Although considering that have been climbing, as you say, for 25 years it's probably a moot point by now. Most likely, you spend way too much time hunched over your computer nitpicking peoples genuine, albeit elementary, climbing questions with a jaded and bitter disposition. Futhermore, you are offering nothing except friction. How can someone with 25 years of climbing experience carry the tone you've demonstrated here. It's beyond the pale. cheers

Oooh, you're onto me. I'm just a bitter old man who doesn't climb much anymore and who doesn't really know much about climbing at all. Please feel free to carry on and ignore any or all of my posts.

Curt

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