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1. [TowerTalk] Concrete "Slump" (score: 1): Author: tombaugh@discoverynet.com (tombaugh); Date: Thu May 29 14:51:01 2003; Clarification, Most of these comments are good however. A vibrator in the hands of an overzealous HAM may actually be bad. (All inuendo aside) Over vibrating concrete causes the heavy materials (ROCK; /archives//html/Towertalk/2003-05/msg00383.html (13,355 bytes)
2. [TowerTalk] Weight of Concrete (score: 1): Author: tombaugh@discoverynet.com (tombaugh); Date: Fri Apr 18 13:02:41 2003; My handy reference says..148 lbs per foot, 3996 lbs per cubic yard, or 2370.7 kgs per cubic yard Good Luck Tom Baugh AE9B -- Original Message -- From: "j.a.hermans" <j.a.hermans@skynet.be> To: "Jerry; /archives//html/Towertalk/2003-04/msg00332.html (9,490 bytes)
3. [TowerTalk] Prosistel Rotors (score: 1): Author: tombaugh@discoverynet.com (tombaugh); Date: Wed Jan 29 08:11:50 2003; I too use a Yaesu 800SDX (I think) To turn a C4SXL and a few smaller VHF beams for 54 years at full speed without a blink. I'm sure the prosistels are great but don't knock 'em 'til you've tried 'em.; /archives//html/Towertalk/2003-01/msg00525.html (9,406 bytes)
4. [TowerTalk] Yaesu Rotors (score: 1): Author: tombaugh@discoverynet.com (tombaugh); Date: Wed Jan 29 08:55:39 2003; My prior post should have read 4 years not 54 years (fat fingers sorry) Tom Baugh AE9B; /archives//html/Towertalk/2003-01/msg00528.html (6,181 bytes)
5. [Towertalk] Dumb Question (swagged elements) (score: 1): Author: tombaugh@discoverynet.com (tombaugh); Date: Fri, 6 Dec 2002 09:29:55 -0600; I suspected this to be true and although it is an elementary question thanks for the question and the answer. K7LXC you raise another question with your comment ("Good reason to polish the elements o; /archives//html/Towertalk/2002-12/msg00226.html (10,459 bytes)
6. [Towertalk] General Questions about tower strength (score: 1): Author: tombaugh@discoverynet.com (tombaugh); Date: Mon, 18 Nov 2002 12:43:44 -0600; I think what is being said is probably correct. I also know from my construction experiences that an engineer typically overdesigns the overdesigned design so that he covers himself (to be nice). We; /archives//html/Towertalk/2002-11/msg00444.html (11,959 bytes)
7. [Towertalk] Tower Base (score: 1): Author: tombaugh@discoverynet.com (tombaugh); Date: Mon, 25 Nov 2002 10:46:59 -0600; Bruce et al There is always a limit to the depth of a hole with respect to the width. Unless you plan on drilling a cylinder, or using a large machine with a tall reach and small bucket, you can expe; /archives//html/Towertalk/2002-11/msg00677.html (7,530 bytes)
8. [Towertalk] Fiberglass rod Guy insulators (score: 1): Author: tombaugh@discoverynet.com (Tom Baugh); Date: Thu, 17 Oct 2002 05:37:10 -0500; Anyone have a source for the Fiberglass guy insulators you see on wooden power poles. An eample of the type is made by Chance. They're fiberglass rods with metal end caps and are very common in the m; /archives//html/Towertalk/2002-10/msg00556.html (6,512 bytes)
9. [Towertalk] Guy Lengths (score: 1): Author: tombaugh@discoverynet.com (tombaugh); Date: Mon, 28 Oct 2002 08:54:37 -0600; I'm interested in guys lengths as well. If one were to use 130 feet of rohn 25 for 160M or 80M. The nearest other tower is about 300 feet away. The guy anchors are about 60' from the base and I plan; /archives//html/Towertalk/2002-10/msg00791.html (7,024 bytes)
10. RE: [TowerTalk] Tower base hole? (score: 1): Author: "Tom Baugh" <tombaugh@discoverynet.com>; Date: Sat, 6 Sep 2003 18:22:59 -0500; A Dr. "Practices" and we expect a backhoe operator make a small hole in varying and unpredictable soil/rock/clay/shale/coral perfect or rebate the difference? Even mechanics don't do that! Tom AE9B G; /archives//html/Towertalk/2003-09/msg00165.html (11,734 bytes)

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