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Steel Carabiner Failure to Blame for RI Circus Accident

Original Post
jim.dangle · · Unknown Hometown · Joined Jul 2011 · Points: 5,882

Thought climbers might be interested in this:

boston.com/news/local/rhode…

Jim

M Mobley · · Bar Harbor, ME · Joined Mar 2006 · Points: 911

Chinese made I bet.

David Peterson · · Unknown Hometown · Joined Sep 2012 · Points: 130

Not sure how reliable the source of this picture is...

link

TKeagle · · Eagle, CO · Joined Apr 2012 · Points: 79

redundancy anyone?

FrankPS · · Atascadero, CA · Joined Nov 2009 · Points: 276

Should have used a Gri Gri. And a PAS.

rock-fencer · · Columbia, SC · Joined Dec 2009 · Points: 265

Redundancy was the first thing that came into my mind. I went to an aerial show recently and they only had one biner holding up two people...plenty strong but surprised me none the less.

Max Forbes · · Colorado · Joined Jan 2014 · Points: 108

I was about to post this to see if anyone had more info. In regards to that picture above.. I've seen several reports now that described it as a "D" shaped steel carabiner but at this point I'm not really sure if anyone actually knows. Regardless its a sad situation, hopefully more info becomes available about what happens so that no one else makes the same mistake..

EDIT:

"The 5-inch long ring, which has three solid sides and one side with a spring-loaded and self-locking gate, was supposed to be able to hold 10,000 pounds."

nbcnews.com/storyline/circu…

Keith Boone · · Henderson, NV · Joined Jul 2013 · Points: 492

"The aerialists suspended by their hair"

Hopefully they conditioned!

Mark NH · · 03053 · Joined Feb 2013 · Points: 0

Local news reports in New England said that the carabiner failed on the non-opening side. So I wonder if it was cross loaded somehow and what that axial strength rating was (they did say 10K as has been posted).

However as I think we've all thought - only one attachment point! I would have certainly thought there'd have been redundancy.

Petsfed 00 · · Snohomish, WA · Joined Mar 2002 · Points: 989

The only reason climbers have such an enduring obsession with redundancy is that our gear is made so light that its necessary.

patto · · Unknown Hometown · Joined Jul 2012 · Points: 25
Brian Scoggins wrote:The only reason climbers have such an enduring obsession with redundancy is that our gear is made so light that its necessary.
That is not true. Our gear is MORE than strong enough that redundancy is not required from a strength point of view.

Furthermore most of the time in climbing we aren't using redundancy. Unless of course you are using two ropes, two harnesses, two belay device etc...

This "enduring obsession with redundancy" is hardly enduring nor an obsession. The only place where redundancy is consistently used is end of pitch anchors and rap points.
Petsfed 00 · · Snohomish, WA · Joined Mar 2002 · Points: 989

I was poking fun at the fact that people will, to this day, question the use of the belay loop, insist on opposed lockers for their connection to an anchor that's right in front of them, back-up enormous trees, etc. etc.

There is a great mass of climbers who believe that the first law of safety is redundancy and end up carrying twice as much crap as they need to because they compare the stated breaking strength of their gear with the safe working loads of industrial applications, and conclude that the latter is a more realistic standard.

In context, I wanted to emphasize that if you used aluminum carabiners in a trapeze act, you should definitely build in some redundancy, but the poor folks in this accident were using steel. The absence of redundancy did not cause this accident, nor should we as climbers interpret this as justification for hand-wringing redundancy-for-redundancy's-sake.

Craig Childre · · Lubbock, TX · Joined Aug 2006 · Points: 4,860

Reminds me of the guy who'd organize these big pendlem swings using steel cable on the Florida Key bridges. He got like 8 or 10 to swing with him. Added up their weight... plus a little extra for safety sake, and went out and purchased cable of suitable strength. Two of the swingers bailed before the event, and so they were overall lighter. He neglected to calculate how centrifugal force that magnified their weight. Lucky, the cable snapped near their low point. Impact was sufficient, that one wasn't breathing till the recessitate them on the pick up boat. Broken backs, arms and legs... it was ugly...

20 kN · · Unknown Hometown · Joined Feb 2009 · Points: 1,346

They probably should have used a shackle for that much weight. Shackles are far more suited for high loads than any form of carabiner.

Alan Doak · · boulder, co · Joined Oct 2007 · Points: 120

It occurred to me too that shackles might have been a better choice.

Bryan Ferguson · · Unknown Hometown · Joined Apr 2008 · Points: 635
Chris D · · the couch · Joined Apr 2009 · Points: 2,230

From the above link:

4.5 Toughening up the Skin

Aerialists need to develop tough skin. The following are common suggestions for toughening up the skin:

  • The sandpaper method. Rubbing your hands with sandpaper daily or every other day basis works well.
  • Tincture of Benzoin. Available from any running supply house, this is known to toughen up skin, and it acts as an adhesive for keeping bandages on
  • Cramer's "Tuff Skin" spray is also know to toughen up the skin (and provide extra grip). It is available from various medical supply companies.
  • Urine. The acidity of the yellow stuff will help toughen up your hands.
  • Diluted white vinegar. Same effect as the yellow stuff, but without the associated germs, smells and general yuck factor.


I can see the product line for climbers now...

patto · · Unknown Hometown · Joined Jul 2012 · Points: 25

Redundancy is one approach to increase safety in the event of failure.

When it comes to structural engineering though, the use of redundancy is not commonplace. More common is stringent quality control and understanding of materials used as well as a significant degree of difference between the design load and the design capacity. (AKA safety factor)

I would suggest both of these were lacking in this case.

A 50kN carabiner does not in my mind provide a sufficient safety factor.

Eliot Augusto · · Lafayette, CO · Joined Dec 2013 · Points: 60

I don't see why it would be so hard to run a second cable an inch or so longer, and have it connected at the same place. Bind both together with some cable clamps and have them run off of different devices at the top. 1 extra motion for the performers, and like $250 for the circus.

Hindsight is 20/20 though, and I probably wouldn't have thought to back it up seeing as how it's a tried and tested act.

Anonymous · · Unknown Hometown · Joined unknown · Points: 0

Redundancy is more for pieces of gear that you don't have complete trust in. You rarely have complete redundancy but it is nice to have as much as possible.

You didn't put the anchor bolts in you don't know when they could fail. You don't want a trad anchor with a single piece that could pop.

However like others have said you still have only 1 point of failure normally and that is your rope.

Some places i climb their anchors are a ton of slings rapped around a weak tree and a rock. Not really the best feeling anchor in the world because these slings stay outside forever but there are about 3-4 around a rock and 3-4 around the small tree and 2 ovals balancing them so you would have to have a ton of them fail for your rap to go bad. I have at least once left my own sling (probably why there are so many) because all the ones there were that bad i didn't trust them.

Sean McAuley · · Unknown Hometown · Joined Jan 2013 · Points: 10
patto wrote:Redundancy is one approach to increase safety in the event of failure. When it comes to structural engineering though, the use of redundancy is not commonplace. More common is stringent quality control and understanding of materials used as well as a significant degree of difference between the design load and the design capacity. (AKA safety factor) I would suggest both of these were lacking in this case. A 50kN carabiner does not in my mind provide a sufficient safety factor.
Huh? Apparently every known bridge and building code is wrong then. Anything non-redundant is usually fracture critical, and taken heavily into consideration during design.
Guideline #1: Don't be a jerk.

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