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Total 13 documents matching your query.

1. [Towertalk] Raised Guy Stays (score: 1): Author: jperalta@tampabay.rr.com (Julio); Date: Tue, 25 Jun 2002 19:16:52 -0400; I'm getting ready to extend the height of a 30' Rohn 25 bracketed tower to about 70' and I would like to use raised guy stays ( I think that is what they are called ) to get the guy wires above head; /archives//html/Towertalk/2002-06/msg00395.html (8,113 bytes)
2. [Towertalk] Raised Guy Stays (score: 1): Author: K7LXC@aol.com (K7LXC@aol.com); Date: Tue, 25 Jun 2002 22:53:54 EDT; The best material is I-beam (eye-beam, H-beam). It's much stronger than round elevated guys. Put 60% of the guy in the ground and 40% above the ground and you'll be in good shape. Cheers, Steve K7LXC; /archives//html/Towertalk/2002-06/msg00398.html (8,311 bytes)
3. [Towertalk] Raised Guy Stays (score: 1): Author: k4oj@tampabay.rr.com (Jim White); Date: Tue, 25 Jun 2002 23:10:09 -0400; check scrap yards when sourcing - it is a heck of a lot cheaper -found some nice ones rusting was able to obtain for a song once upon a cycle....as hams we need not be exactly critical in what we wan; /archives//html/Towertalk/2002-06/msg00402.html (9,342 bytes)
4. [Towertalk] Raised Guy Stays (score: 1): Author: n3rr@erols.com (Bill Hider (N3RR)); Date: Tue, 25 Jun 2002 23:44:42 -0400; Lot's of detail on this on my website: www.erols.com/n3rr Click on Guy Anchor Subsystem in the System Design section. Bill, N3RR; /archives//html/Towertalk/2002-06/msg00403.html (9,066 bytes)
5. [Towertalk] Raised Guy Stays (score: 1): Author: wl7e@arrl.net (Joe); Date: Wed, 26 Jun 2002 03:56:02 +0100; I-beams are the way to go. But let's see here, guy wires above head height = say 6 feet. Therefore 40% of x = 6 feet. If I recall my algebra correctly x would = 15 feet. Which would equate to 9 feet; /archives//html/Towertalk/2002-06/msg00404.html (8,943 bytes)
6. [Towertalk] Raised Guy Stays (score: 1): Author: na4m@arrl.net (Phil Duff); Date: Wed, 26 Jun 2002 04:16:11 +0000; Yep - check the scrap yards before shopping for new "I" beams. In either case - get the scrap/steel yard to have a torch man cut one end of each "I" beam at about a 45 deg angle. Then after you drill; /archives//html/Towertalk/2002-06/msg00406.html (8,447 bytes)
7. [Towertalk] Raised Guy Stays (score: 1): Author: steve@oakcom.com (Steve Maki); Date: Wed, 26 Jun 2002 00:48:31 -0400; Don't scrimp on the concrete though. In average soil it takes much more concrete than one might think to keep the post from slowly leaning over when under constant tipover force of a few hundred poun; /archives//html/Towertalk/2002-06/msg00407.html (8,885 bytes)
8. [Towertalk] Raised Guy Stays (score: 1): Author: kr7x@attbi.com (Hank Lonberg); Date: Tue, 25 Jun 2002 21:48:26 -0700; Joe: I find it amazing that you can determine the soil bearing capacity at the guy's site without any test or default basis. Based on the worst case UBC soil lateral bearing and isolated post capacit; /archives//html/Towertalk/2002-06/msg00408.html (10,504 bytes)
9. [Towertalk] Raised Guy Stays (score: 1): Author: ve7hcb@rac.ca (Chris BONDE); Date: Tue, 25 Jun 2002 22:33:11 -0700; I have seen guy stays placed at a slight angle away from the tower and another guy (or extention of the guy) down at a sharp angle. Now would this arrangement be OK? Chris opr VE7HCB; /archives//html/Towertalk/2002-06/msg00410.html (11,898 bytes)
10. [Towertalk] Raised Guy Stays (score: 1): Author: n3rr@erols.com (Bill Hider (N3RR)); Date: Wed, 26 Jun 2002 06:30:12 -0400; I find it amazing that any ham would not want to ensure that his/her antenna system is safe! Without knowing the mechanical details of the house mount (the loads and capability of the house and the m; /archives//html/Towertalk/2002-06/msg00413.html (10,962 bytes)
11. [Towertalk] Raised Guy Stays (score: 1): Author: kr7x@attbi.com (kr7x@attbi.com); Date: Wed, 26 Jun 2002 14:24:29 +0000; Chris: Yes you can back guy the guy post. This is getting more complicated though and additional work. If designed properly the cantilever elevated guy post will be adequate. Actually the 60/40 ratio; /archives//html/Towertalk/2002-06/msg00416.html (12,718 bytes)
12. [Towertalk] Raised Guy Stays (score: 1): Author: steve@oakcom.com (Steve Maki); Date: Wed, 26 Jun 2002 11:40:37 -0400; Hi Bill, I know you are in favor of hiring PEs for everything, and that's a good course, but not necessarily the only valid one. Sometimes overkill is cheaper than a PE, and just as comforting. I've; /archives//html/Towertalk/2002-06/msg00421.html (8,753 bytes)
13. [Towertalk] Raised Guy Stays (score: 1): Author: kr7x@attbi.com (kr7x@attbi.com); Date: Wed, 26 Jun 2002 15:50:17 +0000; John: The key point in your post is that you had a P.E. review it. That individual has experience with the soil type and values in your area and could make an engineering estimate of the soil capacit; /archives//html/Towertalk/2002-06/msg00422.html (9,857 bytes)

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