self equalizing anchors

Fairfield

Participating member
Was woundering if anyone else uses self equalizing anchors? I have used this option in replace of double tieing in. Well depending on the situation. The pic shows the anchor style I prefer to use. This one was done when showing a buddy a rock climbing anchor, but when in a tree I tend to use an older cut length of arbor line.
 

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Nice. Is that PMI Tough cord?

As with most, if not all equalized anchors, if one breaks, you'll get one heck of a shock load on the other two.
 
I haven't used one in a tree, but I have set them up for an anchor on the ground (for tree stuff as well as rescue rigging).

Geez, Jim, your own personal backboard? What else ya got in that garage?
grin.gif
 
I used a self equalizing rig to pull over a tree one time. I needed a high point to pull but the canopy was spreading with no main leader. When I pulled I made sure that I watched all three legs to keep even tension. In the setup I used the legs were tied in loops not zig-zagged through biners.
 
yup, that what I thought you were getting at. Makes perfect sence for what you were using it for. I do the same for rescues when I have a fixed point at an edege where the haul line is going over.
 
In rock climbing this is controversal. It is better to equalize and then tie them all off so they are fixed. if for some reason the weight shifts all over to one side and rips a weaker anchor point out you are basically setting yourself up for a huge blow out factor fall that will most likely rip the other two anchor points out of the rock. Oh ron already said that.
 
I think I could have been more clear of my intension for doing this. Lets say I am going to work in a tree and remove it but did not want to tie into it. The tree behind said removeal was good but had a sprawling canopy. Tieing into a self equalizing anchor like I had shown could come in handy. You could have a tie in point away from leads that will be in the way of your line moving side to side, and also have a tie in point that will for the most part stay more directly above you while working so not to cause to much lateral pulling. I hope this could clear my reasoning up a little.

I compleatly agree with the whole shock loading if one side where to blow out. I would stick to the double tie in point if I thought one side was weak and needed a back up (rather just take a swing then a nasty fall and swing).

Not to get off topic or to far away from the tree side of things, but might be something for someone who has not played around with SEA in the past. When I rock climb I 95% of the time will throw an over hand knot or eight into the SEA so not to have it shock load if one part rips out. If I am to tie a knot into it thou I try to keep the distance between each anchor the same. Reason being is that if one is to fail the force on the last two will be more equaly shared still, where as if they are (as three anchors) all diffrent distances apart from each other and one rips out one will have all the weight.
 

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