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Total 209 documents matching your query.

41. Re: [TowerTalk] 5000 psi vs 3500 psi concrete? (score: 1)
Author: "Steve Jones" <n6sj@earthlink.net>
Date: Mon, 24 Sep 2012 22:32:08 -0700
Rich If you need a final strength of 3500 psi, a 5000 psi mix will reach that strength sooner than will a 3500 psi mix. Like maybe one week instead of 2-3 weeks. If saving cure time is important it m
/archives//html/Towertalk/2012-09/msg00397.html (8,948 bytes)

42. [TowerTalk] Putting a rotor in a crank-up? (score: 1)
Author: "Steve Jones" <n6sj@earthlink.net>
Date: Mon, 8 Oct 2012 12:01:06 -0700
I am getting ready to put my new M2 OR2800 rotor in my US Tower HDX589. Do I just lay the tower over and pull out the top section to get access to the rotor plate? Is there anything I need to watch o
/archives//html/Towertalk/2012-10/msg00074.html (6,740 bytes)

43. Re: [TowerTalk] Permit finally! (score: 1)
Author: "Steve Jones" <n6sj@earthlink.net>
Date: Sat, 13 Oct 2012 12:24:43 -0700
Congratulations...you'll be even happier when the building inspector signs off the final! 73, Steve N6SJ Hello, My permit was issued late yesterday! I am so happy! -- Thanks, Dave http://www.nk7z.net
/archives//html/Towertalk/2012-10/msg00168.html (8,103 bytes)

44. Re: [TowerTalk] Tower, rotator and antenna maintenance (score: 1)
Author: "Steve Jones" <n6sj@earthlink.net>
Date: Fri, 9 Nov 2012 10:36:11 -0800
I've had an artificial shoulder since my early forties. I stilled climbed my 120' Douglas fir to work on the tower top and beam I had mounted there, until about 10 years ago. My surgeon did a routine
/archives//html/Towertalk/2012-11/msg00076.html (11,345 bytes)

45. Re: [TowerTalk] [Tower Talk] Designing a "receiving cradle" or jack stand for my HDX 572MD US Towers tilt over (score: 1)
Author: "Steve Jones" <n6sj@earthlink.net>
Date: Mon, 31 Dec 2012 12:06:39 -0800
Larry I use a pile of used railroad ties for my cradle under my tilted over HDX-589. I can change the height by adding or subtracting ties, and they are heavy enough to stay put without being fastene
/archives//html/Towertalk/2012-12/msg00220.html (12,959 bytes)

46. Re: [TowerTalk] Anyone using the Fulton KW3000 worm drive? (score: 1)
Author: "Steve Jones" <n6sj@earthlink.net>
Date: Mon, 7 Jan 2013 13:04:30 -0800
Guys I'm confused...I see this thread about Fulton winches, which is type I have on my US Tower HDX-589 to tilt over the tower. But then I see comments about winches that will be used to raise the to
/archives//html/Towertalk/2013-01/msg00111.html (10,831 bytes)

47. Re: [TowerTalk] The inertia of rest and the tilt over (score: 1)
Author: "Steve Jones" <n6sj@earthlink.net>
Date: Tue, 22 Jan 2013 13:03:40 -0800
US Tower recommends a small jack to lift up the back corner and tilt it past the center of gravity. You'll need to fabricate some kind of bracket to fit under the bottom of the tower if you can't fin
/archives//html/Towertalk/2013-01/msg00261.html (10,333 bytes)

48. Re: [TowerTalk] Tower loading calcs have changed? (score: 1)
Author: "Steve Jones" <n6sj@earthlink.net>
Date: Sat, 9 Feb 2013 11:26:27 -0800
The models have changed. The structural engineers follow the standard EIA/TIA-222 which has been updated from "A" through the current "G" over at least 30 years. 222F used the fastest mile of wind to
/archives//html/Towertalk/2013-02/msg00171.html (8,702 bytes)

49. Re: [TowerTalk] Wire lubricant for cable pull thru conduit (score: 1)
Author: "Steve Jones" <n6sj@earthlink.net>
Date: Mon, 25 Feb 2013 20:17:42 -0800
Dick I recently pulled 13 cables through two 3" conduits, each 165' long. 5 coaxial cables in one conduit, and the other had 4 multipair rotor and control cables and four CAT5e cables. They were stra
/archives//html/Towertalk/2013-02/msg00350.html (17,255 bytes)

50. Re: [TowerTalk] Wire lubricant for cable pull thru conduit (score: 1)
Author: "Steve Jones" <n6sj@earthlink.net>
Date: Tue, 26 Feb 2013 11:18:17 -0800
Dick On my 3" conduits, I used a spinning reel at one end, with the 6# test fishing line tied onto a Safeway plastic shopping bag. Duct taped the hose from the shop vac to the other end of the condui
/archives//html/Towertalk/2013-02/msg00372.html (17,484 bytes)

51. Re: [TowerTalk] Fwd: Relatively large tower base install questions. (score: 1)
Author: "Steve Jones" <n6sj@earthlink.net>
Date: Tue, 5 Mar 2013 09:58:25 -0800
Patrick Having erected some large towers in my work on microwave radio sites, I can tell you the correct (NOT cheap) way to design your foundation: First have a soils engineer perform a soils investi
/archives//html/Towertalk/2013-03/msg00038.html (16,288 bytes)

52. Re: [TowerTalk] Crank Up Tower Info (score: 1)
Author: "Steve Jones" <n6sj@earthlink.net>
Date: Thu, 7 Mar 2013 11:59:37 -0800
You should not guy a crank-up tower. The guys turn lateral wind pressure into a vertical compression force pushing straight down on the raising cable. On a regular guyed tower, ie. Rohn 45, the whole
/archives//html/Towertalk/2013-03/msg00081.html (9,173 bytes)

53. Re: [TowerTalk] Need Help with 130MPH Spec & Crank-Up Tower (score: 1)
Author: "Steve Jones" <n6sj@earthlink.net>
Date: Sat, 16 Mar 2013 10:33:31 -0700
Wayne Although my local EIA/TIA-222G wind spec is only 85 mph, I told my planning department that the tower engineer recommended I lower the tower to full nested position whenever the wind was predic
/archives//html/Towertalk/2013-03/msg00202.html (9,810 bytes)

54. Re: [TowerTalk] Need Tips on Selecting A Crank-up Tower (score: 1)
Author: "Steve Jones" <n6sj@earthlink.net>
Date: Fri, 29 Mar 2013 10:27:04 -0700
Wayne I have been happy with US Tower's HDX-589. Their structural engineer was very helpful on the phone, answering the many questions I had regarding antenna loading, foundation work, maintenance, e
/archives//html/Towertalk/2013-03/msg00454.html (11,248 bytes)

55. Re: [TowerTalk] Grounding HDX-555 (score: 1)
Author: "Steve Jones" <n6sj@earthlink.net>
Date: Sun, 5 May 2013 16:06:57 -0700
US Tower provided me a grounding diagram with my tower. It was two 8' ground rods with #2 copper conductors. The local California county building dept. had me add a Ufer ground to by connecting a #2
/archives//html/Towertalk/2013-05/msg00047.html (10,264 bytes)

56. Re: [TowerTalk] Attaching "flex" cable to crank-up standoffs (score: 1)
Author: "Steve Jones" <n6sj@earthlink.net>
Date: Tue, 14 May 2013 06:28:02 -0700
I have seen many glowing reports about Davis Bury-Flex for this purpose on this reflector. No first-hand experience with it though. 73, Steve N6SJ --Original Message-- From: TowerTalk [mailto:towerta
/archives//html/Towertalk/2013-05/msg00169.html (10,586 bytes)

57. Re: [TowerTalk] COUPLE O' QUESTIONS (score: 1)
Author: "Steve Jones" <n6sj@earthlink.net>
Date: Fri, 7 Jun 2013 14:28:56 -0700
I have put towers on granite for microwave sites. The foundation term is a "rock anchor", so you need the kind of concrete epoxy approved for rock anchors. Probably need to specify a tensile strength
/archives//html/Towertalk/2013-06/msg00096.html (9,282 bytes)

58. Re: [TowerTalk] Help Wanted: a PE with real Tower Experience (score: 1)
Author: "Steve Jones" <n6sj@earthlink.net>
Date: Sat, 8 Jun 2013 11:17:31 -0700
Wayne Try Adrian McJunkin at Wireless Structures Consulting, Inc. He is in Salem, Oregon. He has lots of experience with towers, both commercial and ham. He used to work for Microflect Corp. designin
/archives//html/Towertalk/2013-06/msg00118.html (9,210 bytes)

59. Re: [TowerTalk] Coax and control lines in same PVC (score: 1)
Author: "Steve Jones" <n6sj@earthlink.net>
Date: Sun, 16 Jun 2013 09:26:53 -0700
Doug When I recently buried 165' conduits for my new tower, I put in three runs of 3" electrical PVC. One run for all the control cables, one for coax only and one for future unforeseen uses. I pulle
/archives//html/Towertalk/2013-06/msg00242.html (8,897 bytes)

60. Re: [TowerTalk] AR-22 Rotor (score: 1)
Author: "Steve Jones" <n6sj@earthlink.net>
Date: Mon, 17 Jun 2013 09:08:49 -0700
I turned my 2-element cubical quad with an AR22 years ago. I had it mounted right on top of the tower with no thrust bearing. The quad had an 8-foot boom and only about 3 1/2 square feet of wind load
/archives//html/Towertalk/2013-06/msg00260.html (8,560 bytes)


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