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Total 12 documents matching your query.

1. [TowerTalk] Elevated Guy Anchors (score: 1): Author: Chad_Kurszewski@csg.mot.com (Chad Kurszewski WE9V); Date: Wed, 11 Mar 1998 15:21:01 -0600; I've done the normal extensive "back issue" search and came up needing more. As soon as the weather climbs considerably from this morning's single digit temperatures, I'm going to start digging holes; /archives//html/Towertalk/1998-03/msg00173.html (8,852 bytes)
2. [TowerTalk] Elevated Guy Anchors (score: 1): Author: Chad_Kurszewski@csg.mot.com (Chad Kurszewski WE9V); Date: Wed, 11 Mar 1998 15:42:17 -0600; Speaking of calculations, can anyone help me out with the formula for finding the modulus of an I-beam? (Calculations for figuring out a pipe elevated guy are the same as the calculations for your m; /archives//html/Towertalk/1998-03/msg00174.html (8,725 bytes)
3. [TowerTalk] Elevated Guy Anchors (score: 1): Author: kb3aug@juno.com (Bill Hinkle); Date: Wed, 11 Mar 1998 21:31:07 -0500; Chad, When I lived in MD, I had 93 feet of Rohn 25 up with a A4S with 40 meter add on. Not a whole lot of wind load. I used 4X15 (4 inches by 15 pounds a foot). I beams as anchors. One of them was ou; /archives//html/Towertalk/1998-03/msg00183.html (10,900 bytes)
4. [TowerTalk] Elevated Guy Anchors (score: 1): Author: rmidgett@edge.net (Robin Midgett); Date: Wed, 11 Mar 1998 23:57:58; Hello Chad, I did what you plan to do; so far, so good. I have 130' of Rohn 45G, guyed every 30 feet, with anchor points 82' from the base of the tower in basically flat terrain. My anchor posts are; /archives//html/Towertalk/1998-03/msg00187.html (12,080 bytes)
5. [TowerTalk] Elevated Guy Anchors (score: 1): Author: K7LXC@aol.com (K7LXC); Date: Thu, 12 Mar 1998 10:41:05 EST; IMO putting concrete in a pipe is superfluous and doesn't add any appreciable added strength to the pipe.. Say you have a column of concrete 4 inches in diameter and it's 3 feet tall standing vertica; /archives//html/Towertalk/1998-03/msg00197.html (9,664 bytes)
6. [TowerTalk] Elevated Guy Anchors (score: 1): Author: ftbrady@earthlink.net (Frank T. Brady); Date: Thu, 12 Mar 1998 08:53:16 -0800 (PST); For a given wall thickness, is square 'tubing' stronger or weaker than round tubing? The local scrap yard has a lot of heavy square steel tubing in various wall thicknesses. All of it has light rust,; /archives//html/Towertalk/1998-03/msg00200.html (8,666 bytes)
7. [TowerTalk] Elevated Guy Anchors (score: 1): Author: w7why@mail.coos.or.us (Tom Osborne); Date: Thu, 12 Mar 1998 17:31:50 +0800; Hi Steve. If you have access to back issues of CQ magazine, there is an article in May, 1990, "An alternate mast design-simplifying the antenna stacking process". It shows how to use a top section of; /archives//html/Towertalk/1998-03/msg00201.html (8,654 bytes)
8. Fwd: [TowerTalk] Elevated Guy Anchors (score: 1): Author: K7LXC@aol.com (K7LXC); Date: Thu, 12 Mar 1998 13:58:14 EST; This is a multi-part message in MIME format. --part0_889729093_boundary Content-ID: <0_889729093@inet_out.mail.aol.com.1> Content-type: text/plain; charset=US-ASCII Here's the real skinny, folks. --p; /archives//html/Towertalk/1998-03/msg00206.html (10,171 bytes)
9. [TowerTalk] Elevated Guy Anchors (score: 1): Author: ftbrady@earthlink.net (Frank T. Brady); Date: Thu, 12 Mar 1998 12:06:27 -0800 (PST); Thanks to all for the strength info on square vs round tubing. I'm going to use 10' by 3" square steel tubing sections buried 3' in 1/4 yard of concrete for the elevated anchors on my two 61 ft Rohn; /archives//html/Towertalk/1998-03/msg00210.html (9,253 bytes)
10. [TowerTalk] Elevated Guy Anchors (score: 1): Author: ftbrady@earthlink.net (Frank T. Brady); Date: Thu, 12 Mar 1998 14:01:31 -0800 (PST); I'm sending this to the list because I couldn't reply directly to: Terry Zivney, N4TZ/9 00tlzivney@bsuvc.bsu.edu Terry I like the stationary mounting for the turnbuckles, but it sounds like it may be; /archives//html/Towertalk/1998-03/msg00216.html (8,504 bytes)
11. [TowerTalk] Elevated Guy Anchors (score: 1): Author: TexasRF@aol.com (Texas RF); Date: Thu, 12 Mar 1998 19:26:50 EST; Using 25G for a rotating mast gets you a lot of strength for a low cost. As Steve mentioned, you need to allow a wind load for the 25G itself which is on the order of 7 pounds per lineal foot at 70mp; /archives//html/Towertalk/1998-03/msg00220.html (8,545 bytes)
12. [TowerTalk] Elevated Guy Anchors (score: 1): Author: w7ni@teleport.com (Stan Griffiths); Date: Fri, 13 Mar 1998 16:52:10 -0800 (PST); W7NI thinks: Filling a pipe with concrete makes it very difficult to kink it since concrete will not compress, even if it is broken. If you take a piece of pipe with nothing inside it and bend it sh; /archives//html/Towertalk/1998-03/msg00250.html (9,341 bytes)

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