- 1. [TowerTalk] Installing HG52SS (score: 1)
- Author: "Bert Almemo" <balmemo@sympatico.ca>
- Date: Tue, 12 Aug 2008 09:32:50 -0400
- Hi guys, I'm preparing to install a Telex-Hygain HG52SS, 3 section, 52ft, crank-up/tilt over, tower. This is a self-supporting tower if you make the base 3'x 3'x 6'. Windload 9.5 sq.ft. I want to mak
- /archives//html/Towertalk/2008-08/msg00265.html (7,100 bytes)
- 2. Re: [TowerTalk] Installing HG52SS (score: 1)
- Author: Lou Laderman <lladerman@earthlink.net>
- Date: Tue, 12 Aug 2008 09:15:46 -0500 (GMT-05:00)
- Absent an engineering analysis that what you're proposing will be adequate, and that the streeses from the guys won't compromise the structure, I wouldn't deviate from the manufacturere's engineered
- /archives//html/Towertalk/2008-08/msg00267.html (8,846 bytes)
- 3. Re: [TowerTalk] Installing HG52SS (score: 1)
- Author: <ve4xt@mts.net>
- Date: Tue, 12 Aug 2008 10:02:50 -0500
- Hi Bert, One element missing from the equation is the risk analysis: given the planned site for the tower, will it fall on anything? Is that anything yours, or a neighbours? Could it fall on people?
- /archives//html/Towertalk/2008-08/msg00269.html (10,764 bytes)
- 4. Re: [TowerTalk] Installing HG52SS (score: 1)
- Author: chasm@texas.net
- Date: Tue, 12 Aug 2008 23:43:24 -0500
- Bert, I would NOT skimp from the HG suggested foundation. in fact, I wonder what sort of cage or T plate you are going to use to install into only an 8cuft pc of concrete in "sandy soil" Makes my ski
- /archives//html/Towertalk/2008-08/msg00307.html (9,590 bytes)
- 5. [TowerTalk] Installing HG52SS (score: 1)
- Author: "Bert Almemo" <balmemo@sympatico.ca>
- Date: Sat, 16 Aug 2008 18:27:53 -0400
- Hi guys, Sorry about the delay. Business kept me away all week. Thanks for all your comments, ideas and suggestions that I will take into consideration when preparing for the installation of the cran
- /archives//html/Towertalk/2008-08/msg00373.html (7,234 bytes)
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