Cabling

The ANSI A300(Part3)-2000 has a guideline in it.
All steel hardware has to be rust resistant. We use galvanized steel.
3/8" lags can be used up to 5" limb diameter. (At install point)
1/2" lags can be used up to 8" limb diameter. (At install point)
5/8" lags can be used up to 10" limb diameter. (At install point)
> 10" to 18" a 3/8" rod is used. (Eye bolt or rod with amon eye)
> 18" to 24" a 1/2" rod is used.
> 24" to 28" a 5/8" rod is used.
> 28" the Standard says N/A for eye bolt and 7/8" for amon eye.

I also have a spreadsheet on J-lag pulling tests. I will have to dig it up. Different diameter J-lags were tested to the point of failure in Poplar, silver Maple and Oak(I don't remember the species). Some lags pulled out and some straightened.
If people are interested, I'll post it when I find it.

We are still waiting for some data on synthetic systems.
 
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I also have a spreadsheet on J-lag pulling tests....
If people are interested, I'll post it when I find it.

We are still waiting for some data on synthetic systems.

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Yeah, Norm, please post the spread sheet!
 
[ QUOTE ]
The ANSI A300(Part3)-2000 has a guideline in it.
All steel hardware has to be rust resistant. We use galvanized steel.
3/8" lags can be used up to 5" limb diameter. (At install point)
1/2" lags can be used up to 8" limb diameter. (At install point)
5/8" lags can be used up to 10" limb diameter. (At install point)
> 10" to 18" a 3/8" rod is used. (Eye bolt or rod with amon eye)
> 18" to 24" a 1/2" rod is used.
> 24" to 28" a 5/8" rod is used.
> 28" the Standard says N/A for eye bolt and 7/8" for amon eye.

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Just a curiosity thing but what is the sense in using threaded rod that will fail at 100 000lbs if the service on the cable is going to fail at about 10% of that?
 
If you study the results, you'll see more pull outs as hole size increases. It would be interesting to see results of 1/2" and 5/8" lags installed in smaller holes.

We have always installed 5/8" lags into 1/2" holes, and 1/2" lags into 3/8" holes. What are you all doing and what's the standard?
 
Mangoes, We still have to consider the SWL in hardware. It's 5-7 to 1 depending on the manufacturer. As the loads and hardware increase, so does the cable diameter.
1/4" EHS cable is good for up to 20" diameter limbs. (1,200 lbs. SWL)
5/16" EHS cable is good for up to 24" limbs. (2,200 lbs. SWL)
After this the standard jumps to 7/16" EHS cable, which IMO is overkill.
3/8" EHS cable is good for up to 28" limbs (IMO). (3,300 lbs. SWL)
> 28" 7/16' EHS is reco'd. (3,700 lbs. SWL)
EHS= Extra High Strength, 7 strand or 1 X 7.


The largest I have worked with is 3/8" EHS.
 
Tom,

A little ways back you asked:

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Does anyone else do a double nut system when bolting or using eye bolts? Washer against tree, nut, washer and nut. That way the tree can grow around the second washer and have more "grab" similar to using screws instead of nails.

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Yes, I have used this method a few times, mostly in tree house construction. I have been back to a few trees where I used this method and was pleased with the visual inspection of the growth around the extra hardware.
 
Opps sorry, I was so excited that I came up with a way to convert the word file to JPG, I forgot to give credits and source.
It is a file sent to me on request for more information on the fatigue of the strands entering the tree, while using Rigguy cable terminations. Sent to me by Steve Tillitski, Rigguy Inc..
 

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