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References: [ +subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+Analysis\s+of\s+mast\s+slippage\s+in\s+rotor\s*$/: 17 ]

Total 17 documents matching your query.

1. [TowerTalk] Analysis of mast slippage in rotor (score: 1)
Author: John Becker <johnb3030@comcast.net>
Date: Tue, 01 Oct 2013 19:00:36 -0500
My mast has slipped about 30 degrees in the rotor after over four years with no slippage. Prior to noticing this I wasn't aware of any recent windy days. Before taking corrective action, I'm thinking
/archives//html/Towertalk/2013-10/msg00018.html (11,865 bytes)

2. Re: [TowerTalk] Analysis of mast slippage in rotor (score: 1)
Author: Mike Reublin NF4L <nf4l@comcast.net>
Date: Tue, 1 Oct 2013 20:39:23 -0400
John, I have no explanation for the slippage, you didn't say if the U-bolts were loose. The U-bolts are also available from C.A.T.S. rotor service. I would use a lock washer and/or some Loc-Tite (the
/archives//html/Towertalk/2013-10/msg00019.html (12,708 bytes)

3. Re: [TowerTalk] Analysis of mast slippage in rotor (score: 1)
Author: Dan Hearn <n5ardxcc@gmail.com>
Date: Tue, 1 Oct 2013 18:28:27 -0700
Yagis are usually mounted to the mast at the balance point. This is almost always not the center of the boom length because of the different element lengths. As a result varying wind forces cause sur
/archives//html/Towertalk/2013-10/msg00021.html (15,204 bytes)

4. Re: [TowerTalk] Analysis of mast slippage in rotor (score: 1)
Author: David Gilbert <xdavid@cis-broadband.com>
Date: Tue, 01 Oct 2013 18:50:37 -0700
I'm pretty sure that it is generally accepted that threads/grooves/spikes/etc are not the solution. It is better to maximize the surface area and generate uniform pressure over it. The wrap-around cl
/archives//html/Towertalk/2013-10/msg00023.html (8,691 bytes)

5. Re: [TowerTalk] Analysis of mast slippage in rotor (score: 1)
Author: <john@kk9a.com>
Date: Tue, 01 Oct 2013 21:52:30 -0500
You cannot get a 1/4 SS u-bolt very tight. Can you use 5/16 SS or a stronger grade of steel?. You can buy u-bolts at McMaster Carr and you can slightly adjust the size using a mallet and a vise if ne
/archives//html/Towertalk/2013-10/msg00024.html (11,517 bytes)

6. Re: [TowerTalk] Analysis of mast slippage in rotor (score: 1)
Author: EZ Rhino <EZRhino@fastmovers.biz>
Date: Tue, 1 Oct 2013 21:00:51 -0600
Here's an off the shelf solution: http://www.tennadyne.com/slipp_nott.htm Chris KF7P _______________________________________________ _______________________________________________ TowerTalk mailing
/archives//html/Towertalk/2013-10/msg00025.html (8,115 bytes)

7. Re: [TowerTalk] Analysis of mast slippage in rotor (score: 1)
Author: <n0tt1@juno.com>
Date: Wed, 2 Oct 2013 03:39:54 +0000
I don't know if your rotator has the hole for a "pin" or not. Can you pin the mast to the rotator? On my rotator, a Tailtwister, I use, IIRC, a 5/16 SS bolt through the mast and through the rotator "
/archives//html/Towertalk/2013-10/msg00026.html (13,909 bytes)

8. Re: [TowerTalk] Analysis of mast slippage in rotor (score: 1)
Author: "Roger (K8RI) on TT" <K8RI-on-TowerTalk@tm.net>
Date: Wed, 02 Oct 2013 00:42:28 -0400
I have no explanation for the slippage, you didn't say if the U-bolts were loose. The U-bolts are also available from C.A.T.S. rotor service. I would use a lock washer and/or some Loc-Tite (the remov
/archives//html/Towertalk/2013-10/msg00027.html (11,150 bytes)

9. Re: [TowerTalk] Analysis of mast slippage in rotor (score: 1)
Author: Grant Saviers <grants2@pacbell.net>
Date: Tue, 01 Oct 2013 23:14:39 -0700
Is there a reason you can't enlarge the clamp holes to take a larger diameter u-bolt? It will take a milling machine to properly move the hole center of the existing hole, but that is very easy to do
/archives//html/Towertalk/2013-10/msg00028.html (15,759 bytes)

10. Re: [TowerTalk] Analysis of mast slippage in rotor (score: 1)
Author: "Roger (K8RI) on TT" <K8RI-on-TowerTalk@tm.net>
Date: Wed, 02 Oct 2013 03:13:27 -0400
On 10/2/2013 2:14 AM, Grant Saviers wrote: Is there a reason you can't enlarge the clamp holes to take a larger diameter u-bolt? It will take a milling machine to properly move the hole center of the
/archives//html/Towertalk/2013-10/msg00029.html (18,431 bytes)

11. Re: [TowerTalk] Analysis of mast slippage in rotor (score: 1)
Author: Jim Smith <jimsmith@shaw.ca>
Date: Wed, 02 Oct 2013 02:51:45 -0700
Hmm.. I suspect that you know more about this stuff than I do. However, you state, "I did some testing with a spare rotor, a short piece of mast and a torque wrench. I lubricated the threads to preve
/archives//html/Towertalk/2013-10/msg00032.html (13,144 bytes)

12. Re: [TowerTalk] Analysis of mast slippage in rotor (score: 1)
Author: Grant Saviers <grants2@pacbell.net>
Date: Wed, 02 Oct 2013 05:56:50 -0700
Lubricating threads makes a big difference, and here is a chart that helps http://www.portlandbolt.com/technicalinformation/bolt-torque-chart.html Grant KZ1W Lubricating the threads drastically chang
/archives//html/Towertalk/2013-10/msg00034.html (14,149 bytes)

13. Re: [TowerTalk] Analysis of mast slippage in rotor (score: 1)
Author: Steve Dyer <w1srd@yahoo.com>
Date: Wed, 02 Oct 2013 10:09:32 -0700
I don't see that it address stainless hardware. Steve W1SRD Lubricating threads makes a big difference, and here is a chart that helps http://www.portlandbolt.com/technicalinformation/bolt-torque-cha
/archives//html/Towertalk/2013-10/msg00038.html (15,484 bytes)

14. Re: [TowerTalk] Analysis of mast slippage in rotor (score: 1)
Author: Stan Stockton <wa5rtg@gmail.com>
Date: Wed, 2 Oct 2013 12:48:03 -0500
I haven't tried this but would it work to have a flat steel plate about 1/2 inch thick with four holes on the back side of the rotator (where the U bolt normally goes) and then use straight bolts get
/archives//html/Towertalk/2013-10/msg00041.html (18,179 bytes)

15. Re: [TowerTalk] Analysis of mast slippage in rotor (score: 1)
Author: "Roger (K8RI) on TT" <K8RI-on-TowerTalk@tm.net>
Date: Wed, 02 Oct 2013 15:31:57 -0400
Lubricating the threads drastically changes the torque required to establish a given amount of stress in the bolt. Likewise I don't remember the figures, but tightening a 1/4" u-bolt to the same torq
/archives//html/Towertalk/2013-10/msg00043.html (18,511 bytes)

16. Re: [TowerTalk] Analysis of mast slippage in rotor (score: 1)
Author: John Becker <johnb3030@comcast.net>
Date: Sun, 06 Oct 2013 12:14:38 -0500
Thanks to all who responded on this issue. It appears that there is no perfect solution. The weak link for the HAM-III and related rotors is the limited strength of a 1/4-20 U-bolt. I'm reluctant to
/archives//html/Towertalk/2013-10/msg00082.html (10,081 bytes)

17. Re: [TowerTalk] Analysis of mast slippage in rotor (score: 1)
Author: "Roger (K8RI) on TT" <K8RI-on-TowerTalk@tm.net>
Date: Sun, 06 Oct 2013 13:51:21 -0400
It appears that there is no perfect solution. The weak link for the HAM-III and related rotors is the limited strength of a 1/4-20 U-bolt. As a thought; How about drilling a matching indentation into
/archives//html/Towertalk/2013-10/msg00083.html (10,755 bytes)


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