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Should I use a sliding x knot to equalize two pieces? [back
to top] [FAQ contents]
From: Mike Garrison, 8/16/2001
It's like everything else involving anchors. There are times
to use it and times when something else is better.
When you don't need dynamic equalization, don't use it. The
dynamic equalization comes at direct cost of extension risk.
When you do need dynamic equalization, use it. There are
techniques (such as knotting the slings) that reduce the
extension risk in direct proportion to how much they limit
the range of dynamic equalization.
The question to ask is not "sliding X: good or bad?"; the
question to ask is "do I need dynamic equalization in this
case, and if so how much do I need?" A secondary question to
ask is, "how much extension would there be in case of a
failure, and what would catch how much force?"
If you consider all your options, you have a chance to pick
the best one for the situation. If you only know/use one
anchoring option, you will often not be using the optimal
one.
From: the ASCA
Many climbers use a "sliding X" to equalize two pieces - ususally beginner climbers with bolt anchors. You should NEVER use this except in two specialized cases (see below). While the sliding X does equalize the pieces, it assumes that neither could break, since if one does break, there is severe extension in the system - enough that it would likely cause the carabiners to break. Since it assumes neither piece would break, it's a stupid system - if neither would break, there's no need for equalization. If one might break, then there is WAY too much extension. This is why many call it the "death X." Instead, use one sling off of each bolt or piece. You can tie one shorter to approximately equalize the pieces if needed.
The two cases where the sliding X is used:
equalizing tenuous pieces in a larger anchor - for instance, two poor nuts in a large natural pro anchor. The nuts are equalized, then the sliding X is equalized with other pieces through a cordelette, webolette, or other non-extending method.
From: Greg Barnes, 7/8/2001
As I'm sure has been beat to death here in the past, you really shouldn't
ever use the sliding X, except as a component of an anchor with no
extension should one of the sliding X pieces fail (e.g. equalizing two
poor nuts with the X, and then the X is one of three points of a
cordalette) - or for equalizing dicey aid pieces. While the X equalizes
better, it should only be used where both pieces are completely bomber,
since if one breaks there is severe extension. Since you're using it with
two bomber pieces, why worry about great equalization in the first place?
Anyway, just use separate slings on the different bolts (you can tie one
shorter to approximately equalize if needed), and back up with another
sling on the good bolt, all going to 2 or 3 biners, and you don't have to
worry about it. But for a 2-piece anchor, dump the sliding X regardless.
If you need to use it, it's too dangerous to use. If you don't need to
use it, why make things complicated when one sling off of each bolt is
better? It does look cool though, and that counts for something...
From: Ken Cline, 4/13/2000
I never rig my main anchor with a sliding knot, though I occasionally
use one in a component of an anchor. Here are three reasons:
1) Extension of an anchor is a bad thing. It can be bad enough when
one piece of a "no extension" anchor blows (this happened to me,
leaving me hanging uncomfortably), I don't recommend adding more
extension.
2) You lose redundancy with this method. If the sliding cordalette
gets cut by an edge, you die. With a knotted cordalette, other
parts of the anchor have to fail as well.
3) The carabiner connecting you to the anchor is subject to more
acceleration and potential impacts with a sliding cordalette. If
the carabiner is not locked, the gate is more likely to open, and
even if it is locked, there is greater risk of improper loading.
From: Jay Tanzman, 8/16/2001
Unless it is just the limitations of
ASCII, your sketch suggests that you do not understand what a sliding X is.
With a sliding X, the carabiner(s) is clipped into a single strand of the sewn
sling (i.e., _through_ the sling), not around both strands of it. This is
accomplished by placing a half-twist in one of the loops (say the one coming
down from your 'B') and then clipping the carabiner through both the A and B
loops. Since the carabiner is clipped into a single strand of the sling, if
either the A or B bolt were to fail, the remaining bolt would still be available
as a back up. I say "available" because the potential danger of the sliding X
is that if one bolt fails, the resulting sudden extension in the system shock
loads the remaining bolt, which could cause it to fail as well.
From: Alon, 8/16/2001
Yes basically... refer to your "Climbing Anchors" book by John Long, page
70... the only thing missing above is a half twist as noted in both the
book and Jay's reply.
Per John Long again..."A proper
twist in the equalizing sling is essential to prevent failure of the
complete system if one peice fails. Always double check to be sure that
this twist is in place." So if A or B fail, the system does not fail. Yes
if you sling fails and you are using a textbook Sliding X the system would
fail, that portion is not redundant.
Squish Guy, 8/16/2001
If the twist
'confuses' you there is another way to clip the sliding X:
From: Hans Lehmann, 8/16/2001
It just seems to me that a sliding X is perfectly safe. IF one peice does
rip then the 2nd peice would be shock loaded due to the 6-12 in of extension
caused by the X. However that amount of force is still significantly less
than that cuased by a lead fall. And we trust one bolt to hold during a
lead fall, and IF it does not than, as you state, we expect the bolt below
to hold, in spite of the now more than doubled force(compared to that of the
first bolt) has to absorb. Which is equivelant to one bolt on the X giving
out, only the second bolt only has to deal with 6-12 inches of force
created, vs. 6-12 feet on the second bolt during the lead fall.
The force on your anchor is related to the fall factor, not just to
the distance of the fall. Picture yourself clipped into two bolts
with the sliding X configuration at a hanging belay; no ledges to
speak of so your entire weight is supported by the two bolts. While
you're justing hanging there waiting for your partner to hurry up and
tie his shoes and begin climbing already, cosmic forces work against
you and one of the bolts snaps. You've got about a foot of dynamic
rope between your harness and the biners that form the middle of the
sliding X. If you're using a double-length sling to form the X, the
the fall distance is also about a foot, so you've got factor 1 fall,
which is certainly not significantly less than the average leader
fall. If you've got all your weight already on the anchor, then the
knots in your end of the rope are already pretty tight and won't
contribute that much to the dynamic properties of the whole mess.
MadDog, 8/21/2001
The real danger of extension is when the leader falls before getting a piece in,
loading the belay anchor to the point that the weakest piece fails. If a
sliding X is being used, the remaining anchor piece (pieces) will be shock
loaded not only with the belayer's static weight but also with the dynamic load of the falling
leader. Also consider that on walls, the static mass of the haul bag might need
to be considered, let alone additional team members and the ever-growing mass of
the poop tube.
From: Jay Tanzman, 8/22/2001
If
the first piece failed under a dynamic load, the remaining piece would be
subjected to a large force as well. In situations where the first piece is bad
enough to fail (bolt is bad, rock is bad, climber who set up the anchor is
incompetent), the second piece, which may be the only thing left protecting two
lives, may be bad as well, and any shock load could cause it to fail, too.
Thus, the "no extension" maxim.
From: Hans Lehmann, 8/15/2001
But let's not forget that the sliding X pretty evenly balances the
load between the two bolts, so the chance of either one breaking is
much less.
That being said, when I come upon two bolts for an anchor, I still
usually just clip in with a bowline on a bight, one loop clipped to
each bolt.
From: Brian Cheung, 6/14/2000
I use the sliding knot a lot with toprope anchors, and to minimize extension
I back up a leg of the whole configuration with another sling. Now I know
this has problems as well (limiting the range etc.) but hey, like everyone
else has said, nothing is perfect.
From: Kreighton, 11/5/2001
Since I am not
totally comfortable with the cordelette with an eight/overhand and its
inability to equalize with small changes in load direction, I prefer the
sliding x. However, the obvious weakness of the 'x' has been made clear, and
I therefore rarely use the 'x' alone. One thing I've seen, and use when I
want the performance, if you will, of the x but with the redundancy of the
overhand/figure 8, is to use overhand tie-offs in each load strand of the
anchor. For example, if you use the sliding x with two pieces, as close
above the anchor point as you can tie them, tie an overhand in each strand
leading from the pieces. I usually get the knots about an inch away from the
tie-in point, which leaves some room for the anchor to equalize within a
small range (I find it especially useful if I've built in a lower,
oppositional piece I want to remain equalized as well), but you've
dramatically reduced the amount of shockload that will occur if a piece
blows or fails. At the same time, if the cordelette fails (breaks, comes
untied), it won't be able to thread right out of the anchor.
From: aT, 11/5/2001
This is actually recomended in John Long's "Climbing Anchors" book.
You have to be careful though- there is a possibility of the overhand
knot coming to rest at the tie in point in the event of one piece
failing. don't want the knot *on* the biner...
See also:
How do I tie a [whatever] knot? on Tradgirl
Safety: Page 1 2 3 4
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