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References: [ +from:john@carltonhouse.eclipse.co.uk: 47 ]

Total 47 documents matching your query.

21. Re: [TowerTalk] Damaged Cushcraft (score: 1)
Author: "John Lemay" <john@carltonhouse.eclipse.co.uk>
Date: Sat, 11 Jun 2011 17:51:09 +0100
I emailed Cushcraft a polite enquiry on Monday about spare parts. I'm still waiting a reply. Can't say I'm surprised but it was worth a try. Customer service - humbug ! G4ZTR I called and ordered tra
/archives//html/Towertalk/2011-06/msg00065.html (10,806 bytes)

22. Re: [TowerTalk] Thrust bearings (score: 1)
Author: "John Lemay" <john@carltonhouse.eclipse.co.uk>
Date: Mon, 10 Oct 2011 12:55:55 +0100
It sounds very similar to something which I make ................ http://www.aerial-parts.co.uk/shop/category_4/Mast-bearings.html?shop_param= cid%3D%26 I have one on my 2m EME array, no problems at
/archives//html/Towertalk/2011-10/msg00129.html (10,992 bytes)

23. Re: [TowerTalk] Which type of cable for a crank-up tower? (score: 1)
Author: "John Lemay" <john@carltonhouse.eclipse.co.uk>
Date: Fri, 02 Dec 2011 01:34:13 -0800
If you oil the cable, won't the oil wash off the first time it rains ? John G4ZTR --Original Message-- From: towertalk-bounces@contesting.com [mailto:towertalk-bounces@contesting.com] On Behalf Of kr
/archives//html/Towertalk/2011-12/msg00013.html (11,620 bytes)

24. Re: [TowerTalk] Which type of cable for a crank-up tower? (score: 1)
Author: "John Lemay" <john@carltonhouse.eclipse.co.uk>
Date: Fri, 02 Dec 2011 09:12:02 -0800
Chaps I have lost the original message, in which someone asked about either 6/19 or 7/19 cable. I can confirm it is available here in the UK (but not necessarily of UK origin). 6/19 and 7/19 are type
/archives//html/Towertalk/2011-12/msg00041.html (12,228 bytes)

25. Re: [TowerTalk] Garolite and Stauff Clamps (score: 1)
Author: "John Lemay" <john@carltonhouse.eclipse.co.uk>
Date: Sat, 03 Dec 2011 12:39:32 -0800
Hello Tom I assume you're in the US ? There's likely to be a Stauff stockist in your state, but if you can't find one, or they're not interested in a small order, I can help. Fortunately, they're not
/archives//html/Towertalk/2011-12/msg00081.html (8,674 bytes)

26. Re: [TowerTalk] G-1000DXA failure with lower mast clamp (score: 1)
Author: "John Lemay" <john@carltonhouse.eclipse.co.uk>
Date: Wed, 28 Dec 2011 00:46:16 -0800
Barry Just be careful not to insert a bolt which is even a tiny bit too long. If you do, when you tighten it up it can push the material at the end of the hole away, which can weaken the rotator casi
/archives//html/Towertalk/2011-12/msg00723.html (11,459 bytes)

27. Re: [TowerTalk] Ecoflex 15 questions (score: 1)
Author: "John Lemay" <john@carltonhouse.eclipse.co.uk>
Date: Thu, 19 Jan 2012 12:44:16 -0800
Doug No problems here with Eco 15 and N types. I have it on two rotator loops of about the size you mention. John G4ZTR OMs I am wondering just how flexible Ecofllex 15 coax may be. Can I use this co
/archives//html/Towertalk/2012-01/msg00424.html (9,489 bytes)

28. Re: [TowerTalk] XM240 Mast Clamp (score: 1)
Author: "John Lemay" <john@carltonhouse.eclipse.co.uk>
Date: Mon, 06 Feb 2012 07:04:38 -0800
I'd suggest that for real grip you do not need lots of contact area, instead you need "teeth" on the saddle. Something like this ............... http://www.aerial-parts.co.uk/shop/article_150/V-Bolt.
/archives//html/Towertalk/2012-02/msg00125.html (11,084 bytes)

29. Re: [TowerTalk] Welding Galvanized Parts (score: 1)
Author: "John Lemay" <john@carltonhouse.eclipse.co.uk>
Date: Sun, 18 Mar 2012 11:50:20 -0800
Mike You must locally remove the galvanizing before welding. As already noted, there will be fumes, and the galvanizing can "spit". To protect the metal afterward, clean back to bare metal and apply
/archives//html/Towertalk/2012-03/msg00305.html (9,266 bytes)

30. Re: [TowerTalk] Solutions for Tower Base in Fresh Water? (score: 1)
Author: "John Lemay" <john@carltonhouse.eclipse.co.uk>
Date: Mon, 19 Mar 2012 06:18:49 -0800
Larry Sounds like you need some professional help here ! To answer some of your questions ... Yes, concrete will set if it is placed in water. There would only be a problem if it was running water su
/archives//html/Towertalk/2012-03/msg00320.html (11,816 bytes)

31. Re: [TowerTalk] Rebar schedule (score: 1)
Author: "John Lemay" <john@carltonhouse.eclipse.co.uk>
Date: Fri, 4 May 2012 09:07:46 +0100
Hi Don Not enough information ! How tall is the mast ? Will it be guyed or freestanding ? What will you put on top ? What soil do you have 3ft down ? Regards John G4ZTR _____ From: towertalk-bounces@
/archives//html/Towertalk/2012-05/msg00032.html (9,173 bytes)

32. Re: [TowerTalk] Rebar schedule (score: 1)
Author: "John Lemay" <john@carltonhouse.eclipse.co.uk>
Date: Sat, 5 May 2012 09:40:26 +0100
Don I see you've already had some replies and suggestions. I'm not a PE, but I am a chartered engineer here in the UK. However, my expertise is not in foundation design ! I'll go on experience and in
/archives//html/Towertalk/2012-05/msg00036.html (9,776 bytes)

33. Re: [TowerTalk] Aggregate concrete for tower foundation? (score: 1)
Author: "John Lemay" <john@carltonhouse.eclipse.co.uk>
Date: Fri, 13 Jul 2012 07:59:22 +0100
You forgot the most important component - cement ! John G4ZTR _____ From: towertalk-bounces@contesting.com [mailto:towertalk-bounces@contesting.com] On Behalf Of George Dubovsky Sent: 13 July 2012 00
/archives//html/Towertalk/2012-07/msg00123.html (11,343 bytes)

34. Re: [TowerTalk] Overhead cables from tower to shack (score: 1)
Author: "John Lemay" <john@carltonhouse.eclipse.co.uk>
Date: Fri, 21 Sep 2012 19:13:48 +0100
Hans I don't feel competent to comment about lightning strikes and earthing, but your proposal has some engineering issues: The catenary of wire plus control cable plus coaxial cable will be heavy an
/archives//html/Towertalk/2012-09/msg00374.html (10,889 bytes)

35. Re: [TowerTalk] Testing Yagi at ground level (score: 1)
Author: "John Lemay" <john@carltonhouse.eclipse.co.uk>
Date: Sat, 13 Oct 2012 17:22:36 +0100
Sorry Dan, you will get answers that are close to meaningless ! John G4ZTR _____ From: TowerTalk [mailto:towertalk-bounces@contesting.com] On Behalf Of Dan Bookwalter Sent: 13 October 2012 17:11 To:
/archives//html/Towertalk/2012-10/msg00163.html (8,917 bytes)

36. Re: [TowerTalk] The inertia of rest and the tilt over (score: 1)
Author: "John Lemay" <john@carltonhouse.eclipse.co.uk>
Date: Tue, 22 Jan 2013 15:12:15 -0500
I think this is common with most tilt-over towers. It certainly applies to the UK manufactured Versatower. The first few degrees movement from vertical is overcoming a "self-righting" force which occ
/archives//html/Towertalk/2013-01/msg00255.html (13,720 bytes)

37. Re: [TowerTalk] Fwd: Relatively large tower base install questions-AF6OP (score: 1)
Author: "John Lemay" <john@carltonhouse.eclipse.co.uk>
Date: Tue, 05 Mar 2013 14:13:34 -0500
Quote: "Now the only thing resisting your tower from tipping over that 627lb pier." Surely, the weight of the steel tower too ? John G4ZTR _____ From: TowerTalk [mailto:towertalk-bounces@contesting.c
/archives//html/Towertalk/2013-03/msg00043.html (11,500 bytes)

38. Re: [TowerTalk] Stub mast loading and forces (score: 1)
Author: "John Lemay" <john@carltonhouse.eclipse.co.uk>
Date: Sat, 27 Apr 2013 21:05:03 +0100
Robert The principal forces on your stub mast are bending and torque. If you place an aerial on a stub mast which is twice the length of your current one, the bending moment at the rotator will be tw
/archives//html/Towertalk/2013-04/msg00336.html (11,474 bytes)

39. Re: [TowerTalk] 6 Meter to Tribander Spacing (score: 1)
Author: "John Lemay" <john@carltonhouse.eclipse.co.uk>
Date: Tue, 30 Apr 2013 14:47:40 +0100
Take a look at the web pages of GM3SEK, there's guidance on stacking yagis for different frequencies. John G4ZTR _____ From: TowerTalk [mailto:towertalk-bounces@contesting.com] On Behalf Of Jim W7RY
/archives//html/Towertalk/2013-04/msg00349.html (8,770 bytes)

40. Re: [TowerTalk] Tower Replacement - what would you do? (score: 1)
Author: "John Lemay" <john@carltonhouse.eclipse.co.uk>
Date: Fri, 21 Jun 2013 19:08:17 +0100
When the tower is vertical the wind will exert a force, in which the critical factors are wind speed and area of steelwork presented to the wind. When the tower "lays over" gravity exerts a force on
/archives//html/Towertalk/2013-06/msg00355.html (10,866 bytes)


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