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Total 5 documents matching your query.

1. [Towertalk] US Tubular Tower (score: 1): Author: wb4qda@yahoo.com (John Sheeley); Date: Mon, 19 Aug 2002 20:38:46 -0700 (PDT); I am looking at installing US Tower a MA- 40 Series crank-up Tubular Tower and the MAF-40 Raising Fixture. Has any one had any experience installing one ? and if so Was it and easy or difficult insta; /archives//html/Towertalk/2002-08/msg00568.html (6,595 bytes)
2. [TowerTalk] US Tubular tower (score: 1): Author: "Richard D. Markel" <richard@batnet.com>; Date: Sun, 24 Jul 2005 19:32:15 -0700; I must use a tubular tower in my location. I plan on installing a 55 foot US MA 550 tower with motor pull-down drive. I have tentatively decided on a Steppir two element beam (specs aren't too shabby; /archives//html/Towertalk/2005-07/msg00710.html (7,874 bytes)
3. Re: [TowerTalk] US Tubular tower (score: 1): Author: "W0MU-Mike Fatchett" <w0mu@w0mu.com>; Date: Sun, 24 Jul 2005 20:49:41 -0600; Here are the specs from US Tower 9 sq ft with 65 pounds for 70 mph winds. 22 sq ft with 100 pounds for 50 mph winds. What is your wind zone. I would hope that you would have the tower down when not i; /archives//html/Towertalk/2005-07/msg00711.html (8,673 bytes)
4. Re: [TowerTalk] US Tubular tower (score: 1): Author: "Rick Karlquist" <richard@karlquist.com>; Date: Mon, 25 Jul 2005 10:16:39 -0700 (PDT); I have an MA550 with 2 element Steppir 6 inches above the top of the tower. According to the UBC calcs that came with the tower, this is OK up to winds of 50 or 60 MPH. You should plan to crank it do; /archives//html/Towertalk/2005-07/msg00722.html (9,758 bytes)
5. Re: [TowerTalk] US Tubular tower (score: 1): Author: Kelly Johnson <n6kj.kelly@gmail.com>; Date: Mon, 25 Jul 2005 10:34:59 -0700; The MA550 should be able to handle a 2 element SteppIR to at least 70 mph according to the MA550 specs. In fact, it should be able to handle a 3 element SteppIR at that windspeed. US Tower claims the; /archives//html/Towertalk/2005-07/msg00725.html (11,502 bytes)

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