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Total 6 documents matching your query.

1. [TowerTalk] Additional Guy Needed? (score: 1): Author: w7ni@teleport.com (Stan Griffiths); Date: Tue, 1 Sep 1998 20:56:07 -0400 (EDT); Point well taken. I think this goes to show that not all the good ideas for installing Rohn tower are shown or even mentioned in the Rohn Catalogs. Almost every installation I have seen deviates fro; /archives//html/Towertalk/1998-09/msg00028.html (9,269 bytes)
2. [TowerTalk] Additional Guy Needed? (score: 1): Author: w7ni@teleport.com (Stan Griffiths); Date: Tue, 1 Sep 1998 20:56:12 -0400 (EDT); Hi Pete, Yes, we DO need that PE. If the wind DID blow enough to put 3500 pounds on the windward guys, how strong of a wind would that be? 200 MPH? I don't know, but I'll bet you would see some othe; /archives//html/Towertalk/1998-09/msg00029.html (8,744 bytes)
3. [TowerTalk] Additional Guy Needed? (score: 1): Author: lburke@wt.net (Larry Burke); Date: Sun, 30 Aug 1998 18:17:17 -0500; Finally got finished with my tower project today: 80 ft of 45G with a 20 ft 3/8" wall CrMo mast and 10M, 15M, 20M KLM monobanders on top. I guyed the tower per the Rohn catalog. This puts the top guy; /archives//html/Towertalk/1998-08/msg01021.html (8,618 bytes)
4. [TowerTalk] Additional Guy Needed? (score: 1): Author: K7LXC@aol.com (K7LXC@aol.com); Date: Sun, 30 Aug 1998 20:10:59 EDT; the Congrats! Lots of work but it sure looks nice up there. Having the guys a couple of feet below the top is okay. The Rohn spec includes a big 'headload' even with the guy points a couple of feet d; /archives//html/Towertalk/1998-08/msg01024.html (9,785 bytes)
5. [TowerTalk] Additional Guy Needed? (score: 1): Author: w7ni@teleport.com (Stan Griffiths); Date: Mon, 31 Aug 1998 05:26:13 -0400 (EDT); Hi Larry, It sounds to me like you have overloaded the tower in that configuration BIG TIME. You must have over 20 square feet of antenna on it and you really need to include the area of the mast as; /archives//html/Towertalk/1998-08/msg01032.html (11,621 bytes)
6. [TowerTalk] Additional Guy Needed? (score: 1): Author: bragassa@hal-pc.org (bragassa@hal-pc.org); Date: Mon, 31 Aug 1998 06:53:24 -0500 (CDT); I would go with the comparable EHS diameter / strength, e.g 1/4" EHS in Phillystran such as 1/4" 6700 PSI. I have used Phillystran for, say, twenty years and have never had a problem, specifically b; /archives//html/Towertalk/1998-08/msg01034.html (8,819 bytes)

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