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61. [TowerTalk] Re: Munimula masts, a serious question (score: 1): Author: w7ni@teleport.com (Stan Griffiths); Date: Tue, 13 Oct 1998 15:32:53 -0700; Stan w7ni@teleport.com -- 66'9k'?:'<@'7:'h;'jj'7:'8m'=;':h'j@'@7'?i'=9'm<'jh -- FAQ on WWW: http://www.contesting.com/towertalkfaq.html Submissions: towertalk@contesting.com Administrative requests; /archives//html/Towertalk/1998-10/msg00388.html (9,686 bytes)
62. [TowerTalk] Response to R for math (score: 1): Author: w7ni@teleport.com (Stan Griffiths); Date: Tue, 13 Oct 1998 20:10:14 -0700; I'll take a guess . . . I would find the bending moment each would stand by itself and add the two together. This would assume a fairly tight fit between the telescoped tubes. I am open for challeng; /archives//html/Towertalk/1998-10/msg00398.html (10,131 bytes)
63. [TowerTalk] Aluminum vs Steel Masts (score: 1): Author: w7ni@teleport.com (Stan Griffiths); Date: Tue, 13 Oct 1998 21:50:06 -0700; In a previus post, I made reference to an article I wrote in 1992 about aluminum vs steel as a mast material. Upon further research, I find I sent the article to Tom, K5RC and also faxed it to NJ2L f; /archives//html/Towertalk/1998-10/msg00401.html (7,928 bytes)
64. [TowerTalk] Aluminum mast (score: 1): Author: w7ni@teleport.com (Stan Griffiths); Date: Thu, 15 Oct 1998 13:24:46 -0700; Hi OM, It may well have been published in the March/April issue of 1993 NCJ. It turns out that particular issue is missing from my files and I can't check it to see. Can someone else check it and let; /archives//html/Towertalk/1998-10/msg00478.html (10,387 bytes)
65. [TowerTalk] mast source (score: 1): Author: w7ni@teleport.com (Stan Griffiths); Date: Thu, 15 Oct 1998 13:31:37 -0700; Well, I would sell you one if you were in my neighborhood. Being a Rohn dealer, I have M200H masts for sale which are 10 feet long, 2" OD, and about 1/8" wall. They are rated at something like 50,000; /archives//html/Towertalk/1998-10/msg00479.html (8,274 bytes)
66. [TowerTalk] Response to R for math (score: 1): Author: w7ni@teleport.com (Stan Griffiths); Date: Thu, 15 Oct 1998 17:25:03 -0700; Hi Tom, I think you have it right. Concrete is one of those materials that is very good in compression. It really isn't worth a darn in tension. Ceramic is great in compression and pretty good in ten; /archives//html/Towertalk/1998-10/msg00480.html (12,849 bytes)
67. [TowerTalk] T2x rotor (score: 1): Author: w7ni@teleport.com (Stan Griffiths); Date: Thu, 15 Oct 1998 22:52:42 -0700; Hi Mikey, I am confused by this since I have two T2X rotators installed in 25G and I did nothing special. Just installed them. They fit. I don't understand your problem, unless you are trying to inst; /archives//html/Towertalk/1998-10/msg00489.html (8,248 bytes)
68. [TowerTalk] [Fwd: BIG Dish Available] (score: 1): Author: w7ni@teleport.com (Stan Griffiths); Date: Fri, 16 Oct 1998 01:52:13 -0700; This is a multi-part message in MIME format. --BA4E27ADDBDC1168C579652D Content-Type: text/plain; charset=us-ascii Content-Transfer-Encoding: 7bit -- 66'9k'?:'<@'7:'h;'jj'7:'8m'=;':h'j@'@7'?i'=9'm<'j; /archives//html/Towertalk/1998-10/msg00490.html (9,133 bytes)
69. [TowerTalk] T2x rotor (score: 1): Author: w7ni@teleport.com (Stan Griffiths); Date: Sun, 18 Oct 1998 15:47:55 -0700; This is a good idea to consider with every rotator installation in Rohn towers. I ALWAYS install the rotator shelf "upside down", or at least with the flanges up, the opposite way Rohn always shows i; /archives//html/Towertalk/1998-10/msg00620.html (9,166 bytes)
70. [TowerTalk] Loose Rotator Bolts (score: 1): Author: w7ni@teleport.com (Stan Griffiths); Date: Sun, 18 Oct 1998 20:17:19 -0700; Hi Matt, I suspect you have some misalignment in the rotator system. I also think you can probably fix it by loosening up the rotator mast clamp bolts, the rotator to shelf bolts, and the shelf ubolt; /archives//html/Towertalk/1998-10/msg00621.html (10,111 bytes)
71. [TowerTalk] [Fwd: BIG Dish Available] (score: 1): Author: w7ni@teleport.com (Stan Griffiths); Date: Sun, 18 Oct 1998 22:23:41 -0700; On a semi-serious note, I would strongly consider going with Lynn as an alternate driver if he wants to drive it out to you . . . Stan w7ni@teleport.com To: <towertalk@contesting.com> -- 66'9k'?:'<@'; /archives//html/Towertalk/1998-10/msg00622.html (10,016 bytes)
72. [TowerTalk] Opinions on Tower permission issue.... (score: 1): Author: w7ni@teleport.com (Stan Griffiths); Date: Wed, 28 Oct 1998 11:55:29 -0800; Hi Gerry, Sounds to me like you are having a nightmare. There are a couple of possibilities you did not put on your list: 1. Move to another town or out of the historic district of the town you are i; /archives//html/Towertalk/1998-10/msg00954.html (12,647 bytes)
73. [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)
74. [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)
75. [TowerTalk] Rohn Hardware Available (score: 1): Author: w7ni@teleport.com (Stan Griffiths); Date: Thu, 3 Sep 1998 18:22:38 -0400 (EDT); I have another shipment of Rohn hardware due in about a week so I thought this would be a good time to update you on what is now available. (I have added a couple of items.) JR45A U bolt for 25G rota; /archives//html/Towertalk/1998-09/msg00099.html (8,317 bytes)
76. [TowerTalk] Problem with Phillystran Big Grips...advice? (score: 1): Author: w7ni@teleport.com (Stan Griffiths); Date: Tue, 08 Sep 1998 22:25:37 -0700; I would only add that doing nothing is also making a decision, which could also be a bad decision. I agree with Steve about following the manufacturer's installation instructions, but if they are not; /archives//html/Towertalk/1998-09/msg00216.html (8,573 bytes)
77. [TowerTalk] Beam Stuck*&%^*#@* (score: 1): Author: w7ni@teleport.com (Stan Griffiths); Date: Tue, 08 Sep 1998 23:11:19 -0700; Ted: How much more plain can the crankup manufacturers be? DON'T CLIMB A CRANKUP! I think your best option is to hire a bucket truck to take you up to the level of the rotator and troubleshoot it fro; /archives//html/Towertalk/1998-09/msg00217.html (10,058 bytes)
78. [TowerTalk] Rohn 25 House Bracketing (score: 1): Author: w7ni@teleport.com (Stan Griffiths); Date: Fri, 11 Sep 1998 00:44:28 -0700; Hi JIm, I would consider using the Rohn EB2525G Universal Eave Bracket. It is actually two brackets that each hold one tower leg and they can be positioned separately. Stan w7ni@teleport.com -- FAQ; /archives//html/Towertalk/1998-09/msg00274.html (8,361 bytes)
79. [TowerTalk] Rohn 25 House Bracketing (score: 1): Author: w7ni@teleport.com (Stan Griffiths); Date: Sat, 12 Sep 1998 02:51:08 -0700; Hi Jim, Yes, I have seen the EB2525G installed before and the steel material is as strong as any of the house brackets. If there is a weak point, it is in what you attach it to on the house. To make; /archives//html/Towertalk/1998-09/msg00289.html (10,031 bytes)
80. [TowerTalk] refurbish a Thrust bearing ? (score: 1): Author: w7ni@teleport.com (Stan Griffiths); Date: Sun, 13 Sep 1998 12:52:25 -0700; Hi Guys, I 'm no PE, as you all should know by now, but I still have an opinion (as you should all know by now). Anyway, there are a couple of key pieces of information left out of the original scene; /archives//html/Towertalk/1998-09/msg00352.html (11,874 bytes)

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