- 1. [TowerTalk] Distributed tower loads (score: 1)
- Author: Gary Johnson <gwj@spamcop.net>
- Date: Fri, 3 May 2013 19:15:53 -0700
- Hello TT experts. I'm looking for guidance on how you estimate wind load capacity of a tower when multiple antennas are distributed at various elevations, in addition to top-mast mounting. Short of a
- /archives//html/Towertalk/2013-05/msg00020.html (7,319 bytes)
- 2. Re: [TowerTalk] Distributed tower loads (score: 1)
- Author: Gary Johnson <gwj@spamcop.net>
- Date: Sat, 4 May 2013 18:56:05 -0700
- One bit of clarification... I neglected to say that I am interested in GUYED towers, not free-standing, so the ordinary bending moment calculations are not so applicable. If we assume ideal inelastic
- /archives//html/Towertalk/2013-05/msg00025.html (7,771 bytes)
- 3. Re: [TowerTalk] Distributed tower loads (score: 1)
- Author: Gary Johnson <gwj@spamcop.net>
- Date: Sun, 5 May 2013 13:21:34 -0700
- I did find one very useful reference on guyed towers with distributed loads (among other things), from K7NV: <http://k7nv.com/notebook/towerstudy/towerstudy1.html> This is the level of "resolution" I
- /archives//html/Towertalk/2013-05/msg00039.html (8,998 bytes)
- 4. Re: [TowerTalk] Windmills and their possible problems?? (score: 1)
- Author: Gary Johnson <gwj@spamcop.net>
- Date: Mon, 25 Aug 2014 18:15:19 -0700
- Drop an email to Bill, N6BM. He lived here in Livermore among the Altamont windmills, and may have comments about RFI. He certainly noted the noise (acoustic), which can be annoying for quite some di
- /archives//html/Towertalk/2014-08/msg00419.html (7,375 bytes)
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