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References: [ +subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+Anchor\s+placement\s+\-\s+Rohn\s+45G\s*$/: 10 ]

Total 10 documents matching your query.

1. [TowerTalk] Anchor placement - Rohn 45G (score: 1): Author: w5kp@swbell.net (Jerry W5KP); Date: Wed, 30 May 2001 13:17:31 -0500; Ok, here's my current headscratcher: Putting up 7 sections plus a flat top section of 45G. Book says guy at either 29' & 61' (70 ft) or 35' & 71' (80 ft). After sinking 4' or so of the first section; /archives//html/Towertalk/2001-05/msg00634.html (10,386 bytes)
2. [TowerTalk] Anchor placement - Rohn 45G (score: 1): Author: nielsen@oz.net (Bob Nielsen); Date: Wed, 30 May 2001 18:53:34 -0700; Jerry, I'm not a structural engineer, but here are a few observations. Notice that in all cases Rohn specifies the top guy at 9' below the top of the tower. I don't know if they mean a 10' section or; /archives//html/Towertalk/2001-05/msg00636.html (9,269 bytes)
3. [TowerTalk] Anchor placement - Rohn 45G (score: 1): Author: kr7x@gte.net (Hank Lonbeg); Date: Wed, 30 May 2001 19:44:49 -0700; Jerry: Well now, I am a structural engineer and you are going to get this for free..... Guy the 74' tower at 35' and the top. Rohn shows the top guy lower to allow for horn or dish antennas at the to; /archives//html/Towertalk/2001-05/msg00638.html (11,966 bytes)
4. [TowerTalk] Anchor placement - Rohn 45G (score: 1): Author: n4kg@juno.com (n4kg@juno.com); Date: Thu, 31 May 2001 04:58:18 -0600; What type of anchors are you going to use? For my taller towers, I use 2 screw in anchors for each leg, the first at 60 ft out holds the guys at 30 and 60 ft. The second at ~90 ft out holds the upper; /archives//html/Towertalk/2001-05/msg00643.html (9,167 bytes)
5. [TowerTalk] Anchor placement - Rohn 45G (score: 1): Author: w5kp@swbell.net (Jerry W5KP); Date: Thu, 31 May 2001 06:55:19 -0500; Thanks for the reply, Tom. I'll be using the Rohn 84" long x 5/8" GAR30 type. They have a "hook" in the bottom end, and an eye in the business end, where there will be a three-hole equalizer plate (i; /archives//html/Towertalk/2001-05/msg00646.html (12,860 bytes)
6. [TowerTalk] Anchor placement - Rohn 45G (score: 1): Author: K7LXC@aol.com (K7LXC@aol.com); Date: Thu, 31 May 2001 08:25:10 EDT; tower It's all relative. The Rohn specs for guy anchor placement at 80% of tower height is just ONE scenario. You could have guy anchors anywhere from 25% or so to 200% or so of tower height and prop; /archives//html/Towertalk/2001-05/msg00648.html (9,821 bytes)
7. [TowerTalk] Anchor placement - Rohn 45G (score: 1): Author: K7LXC@aol.com (K7LXC@aol.com); Date: Thu, 31 May 2001 08:34:12 EDT; (or There is no dead end with Preformed grips - the guy wire goes straight into the grip. Unless the wrong grip is used for a given cable (wrong lay, wrong material, etc.) it's hard to see how it wou; /archives//html/Towertalk/2001-05/msg00649.html (9,971 bytes)
8. [TowerTalk] Anchor placement - Rohn 45G (score: 1): Author: jmowery@nswc.navy.mil (jmowery@nswc.navy.mil); Date: Thu, 31 May 2001 08:54:07 -0400; Jerry, On you SAE 1026/27 ask for a Nonresulfurized Carbon Steel with the chemical properties of UNS No. G10260: 0.60 - 0.90 % Mn 0.22 - 0.28 % C 0.040 % Max P 0.050 % Max S If you are looking for th; /archives//html/Towertalk/2001-05/msg00650.html (15,030 bytes)
9. [TowerTalk] Anchor placement - Rohn 45G (score: 1): Author: n3rr@erols.com (Bill Hider); Date: Thu, 31 May 2001 16:57:38 +0100; Check the yellow pages for "Hot Rod machine shop" or "Drag Racing Shop". These guys know what high-strength steel is all about. They use it for racing axels. Believe me - this is no joke. Bill, N3RR; /archives//html/Towertalk/2001-05/msg00657.html (11,601 bytes)
10. [TowerTalk] Anchor placement - Rohn 45G (score: 1): Author: w7ni@easystreet.com (Stan or Patricia Griffiths); Date: Thu, 31 May 2001 10:48:40 -0700; Well, here I go again, causing trouble . . . If you look in the Rohn book at Page HA-80 on drawing #A910214R6 it will tell you how much you can deviate from the specified guy radius. To save you the; /archives//html/Towertalk/2001-05/msg00673.html (11,651 bytes)

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