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1. [TowerTalk] Deviation from plumb (score: 1): Author: Larry Horlick <llhorlick@gmail.com>; Date: Mon, 8 Jul 2019 13:04:20 -0230; What is the maximum deviation from plumb for a freestanding tower? Larry _______________________________________________ _______________________________________________ TowerTalk mailing list TowerTa; /archives//html/Towertalk/2019-07/msg00083.html (6,344 bytes)
2. Re: [TowerTalk] Deviation from plumb (score: 1): Author: Patrick Greenlee <patrick_g@windstream.net>; Date: Mon, 8 Jul 2019 11:15:44 -0500; Karl Tashjian told me 1 degree IIRC. Patrick NJ5G Larry _______________________________________________ _______________________________________________ TowerTalk mailing list TowerTalk@contest; /archives//html/Towertalk/2019-07/msg00084.html (7,752 bytes)
3. Re: [TowerTalk] Deviation from plumb (score: 1): Author: Mac <libbysales@austin.rr.com>; Date: Mon, 8 Jul 2019 11:32:00 -0500; not much, if any.. it would drive me nuts if were not "plumb" no reason for it really .. but it sounds like ur circumstances mite have one.. best: mac/mc w5mc Larry _______________________________; /archives//html/Towertalk/2019-07/msg00085.html (7,599 bytes)
4. Re: [TowerTalk] Deviation from plumb (score: 1): Author: "Bob Shohet, KQ2M" <kq2m@kq2m.com>; Date: Mon, 8 Jul 2019 14:29:07 -0400; I can think of several reasons that a tower gets out of plumb: 1) Settling of ground around the tower base especially when it is an asymmetric combination of ledge and dirt - just look at what happen; /archives//html/Towertalk/2019-07/msg00097.html (9,438 bytes)
5. Re: [TowerTalk] Deviation from plumb (score: 1): Author: "Ed Earthlink" <sawyered@earthlink.net>; Date: Mon, 8 Jul 2019 15:28:27 -0400; Rohn Tower specs discuss 0.5 and 1 degree out of plumb for some construction tolerances. That would be ½ a foot to 1 foot out of plumb at the top for a 100 ft tower. I think ?perfectly plumb? is a vi; /archives//html/Towertalk/2019-07/msg00105.html (7,543 bytes)
6. Re: [TowerTalk] Deviation from plumb (score: 1): Author: "Richard (Rick) Karlquist" <richard@karlquist.com>; Date: Mon, 8 Jul 2019 13:06:26 -0700; Patrick NJ5G '' In that case, a 57 foot tower is displaced 1 foot horizontally at the top. Rick N6RK _______________________________________________ ___________________________________________; /archives//html/Towertalk/2019-07/msg00110.html (8,089 bytes)
7. Re: [TowerTalk] Deviation from plumb (score: 1): Author: Mac <libbysales@austin.rr.com>; Date: Mon, 8 Jul 2019 17:52:48 -0500; Larry's original question dealt with a 'free standing tower' i stand by my original presumptions it should not move, free standing towers depend inherently on deep engineered base footings and typica; /archives//html/Towertalk/2019-07/msg00117.html (11,370 bytes)
8. Re: [TowerTalk] Deviation from plumb (score: 1): Author: Donald Chester <k4kyv@hotmail.com>; Date: Thu, 18 Jul 2019 16:44:38 +0000; That's precisely why the typical hammy hambone method of partly burying the bottom section of a guyed tower in the concrete base pier is poor engineering. The proper way is to attach a base plate to; /archives//html/Towertalk/2019-07/msg00214.html (8,800 bytes)
9. Re: [TowerTalk] Deviation from plumb (score: 1): Author: john@kk9a.com; Date: Thu, 18 Jul 2019 12:59:45 -0500; Correct! I use tapered pier pin bases on all of my towers. John KK9A Donald Chester k4kyv at hotmail.com You can make it plumb with tensioning the guys but honestly is taking a few inches off the top; /archives//html/Towertalk/2019-07/msg00220.html (9,036 bytes)

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