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Total 25 documents matching your query.

1. [TowerTalk] To pin or not (score: 1)
Author: clewis@ro.com (Chuck Lewis)
Date: Mon, 6 Sep 1999 16:49:37 -0500
But, Steve, Yaesu's instructions are very explicit in telling us to pin with the bolt provided! When I, as a believer in non-pinning, called Yaesu's tech support, I was told I must pin. Actually, con
/archives//html/Towertalk/1999-09/msg00146.html (9,714 bytes)

2. [TowerTalk] To pin or not (score: 1)
Author: clewis@ro.com (Chuck Lewis)
Date: Tue, 7 Sep 1999 09:24:13 -0500
Pete, Son-of-a-gun...I looked HARD for a brake on my exploded drawing; I even sent a posting to all my TT friends that there was no brake; then YOU snuck into my shack last night and added it to my p
/archives//html/Towertalk/1999-09/msg00173.html (8,571 bytes)

3. [TowerTalk] Wilson WR500 Rotator (score: 1)
Author: clewis@ro.com (Chuck Lewis)
Date: Sun, 1 Aug 1999 13:50:36 -0500
Hi, Kurt, Max. Load: 6 sq. ft. windload Motor torque: 780 inch-pounds (stall torque) Brake type: Disk Brake torque: 1300 inch-pounds Gears: Stainless Bearings: 96 ball bearings; 750 pounds balanced w
/archives//html/Towertalk/1999-08/msg00004.html (9,032 bytes)

4. [TowerTalk] C3S initial install questions (score: 1)
Author: clewis@ro.com (Chuck Lewis)
Date: Sat, 31 Jul 1999 21:53:02 -0500
Hi, Barry, My experience with my C4 should be somewhat transferrable to the C3S, I would think. First, measure all elements and compare them with the drawings in the manual. As good as F12's jigs are
/archives//html/Towertalk/1999-07/msg00002.html (8,767 bytes)

5. [TowerTalk] Mounting a dipole above a tower and beam (score: 1)
Author: clewis@ro.com (Chuck Lewis)
Date: Wed, 7 Jul 1999 14:39:11 -0500
We've used this scheme for K4BFT's field day 80/20 CW setup for the past six or seven years. The 80M inverted vee is supported above a 2el 20m quad which is at 50 feet. We used two lengths of Radio S
/archives//html/Towertalk/1999-07/msg00120.html (9,526 bytes)

6. [TowerTalk] ROUTING CABLES AT THE TOP OF ROHN 25AG4 TOP SECTION (score: 1)
Author: clewis@ro.com (Chuck Lewis)
Date: Wed, 12 May 1999 22:59:46 -0500
Jim, I had good luck using a 10" long eyebolt through the mast about 2 feet ABOVE the boom. I supported the coax loop (ran the coax thru the eye) from the eyebolt and adjusted the loop length until i
/archives//html/Towertalk/1999-05/msg00271.html (8,991 bytes)

7. [TowerTalk] Tower windload with trees blocking (score: 1)
Author: clewis@ro.com (Chuck Lewis)
Date: Mon, 12 Apr 1999 01:32:17 -0500
Gary, Before erecting my HG52SS, the HyGain parts lady (forgot her name) sent me a copy (unsigned) of their stress calcs. I recommend this highly for your HG-54HD! It looks to me that they used varyi
/archives//html/Towertalk/1999-04/msg00287.html (9,865 bytes)

8. [TowerTalk] Soldering Iron Problem's (score: 1)
Author: clewis@ro.com (Chuck Lewis)
Date: Tue, 25 Aug 1998 23:39:10 -0500
Chuck, N4NM (satisfied user of NASA-soldered stuff) -- FAQ on WWW: http://www.contesting.com/towertalkfaq.html Submissions: towertalk@contesting.com Administrative requests: towertalk-REQUEST@contest
/archives//html/Towertalk/1998-08/msg00848.html (9,859 bytes)

9. [TowerTalk] Hy-Gain Towers (score: 1)
Author: clewis@ro.com (Chuck Lewis)
Date: Thu, 04 Jun 1998 14:58:02 -0500
Dan, I also have this problem. In my case it's an HG52SS with a similar base. I obtained the HyGain stress calc sheets from the parts folks at Hy-Gain, and have had three base legs welded up using in
/archives//html/Towertalk/1998-06/msg00150.html (10,270 bytes)

10. [TowerTalk] Wanted: Handle for a Tri-Ex tower winch (score: 1)
Author: clewis@ro.com (Chuck Lewis)
Date: Thu, 04 Jun 1998 21:47:22 -0500
"Standard" sounds a little scary to me. For some, that might mean a boat winch with its free-wheeling ratchet...push the toggle the wrong way at the wrong time & down she comes! The original is proba
/archives//html/Towertalk/1998-06/msg00174.html (8,691 bytes)

11. [TowerTalk] More comments on lightning (score: 1)
Author: clewis@ro.com (Chuck Lewis)
Date: Thu, 04 Jun 1998 22:23:59 -0500
To: <towertalk@contesting.com> Eric, my tower is, for a number of reasons, adjacent to my shack, and my service entrance is at the diagonally opposite corner of my house. A 90-100 foot run around the
/archives//html/Towertalk/1998-06/msg00176.html (15,025 bytes)

12. [TowerTalk] Elementary question - trig formula (score: 1)
Author: clewis@ro.com (Chuck Lewis)
Date: Thu, 25 Jun 1998 16:14:43 -0500
Yep. Similar triangles...it's just a simple proportion...no trig needed. B/(C+D) = ?/C or, ? = C x B/(C+D) Example: If you have a 100' tower (C+D), and the guys are out 60' (B), the distance out from
/archives//html/Towertalk/1998-06/msg00920.html (10,793 bytes)

13. [TowerTalk] Elementary question - trig formula (score: 1)
Author: clewis@ro.com (Chuck Lewis)
Date: Thu, 25 Jun 1998 17:22:45 -0500
This is a test, right? Pythagoras sez (from his grave): C^2 =A^2 + B^2 where C is the length of your guy, A is the height at which you attach it to your tower, and B is the distance out from the towe
/archives//html/Towertalk/1998-06/msg00923.html (13,879 bytes)

14. [TowerTalk] Loose vs Lose and There, Their, They're (score: 1)
Author: clewis@ro.com (Chuck Lewis)
Date: Mon, 29 Jun 1998 20:05:08 -0500
Nice story of a misunderstood farmer whose outward appearance belied his competence...clipped: So how long did it take for the "smart folks" to recognize his worth? How many opportunities did he miss
/archives//html/Towertalk/1998-06/msg01020.html (9,624 bytes)

15. [TowerTalk] Rebar ? (score: 1)
Author: clewis@ro.com (Chuck Lewis)
Date: Thu, 07 May 1998 14:55:52 -0500
Dan, et al, Just to muddy the water a little (but to agree against rebar J-bolts): Hy-Gain uses rebar for their concrete base cage supporting their crank-ups. The rebar is welded to 1/4" steel tabs (
/archives//html/Towertalk/1998-05/msg00270.html (10,411 bytes)

16. [TowerTalk] Formula? (score: 1)
Author: clewis@ro.com (Chuck Lewis)
Date: Thu, 28 May 1998 13:19:46 -0500
Chris, ZS6EZ asks-- F = PA, where F is wind force in pounds, P is the wind pressure in lb./ft^2, and A is the antenna wind area in ft.^2 P = 0.004 V^2, where V is wind velocity in MPH Examples: At 80
/archives//html/Towertalk/1998-05/msg00716.html (8,085 bytes)

17. [TowerTalk] Re: Long mast, intermediate bearing (score: 1)
Author: clewis@ro.com (Chuck Lewis)
Date: Fri, 10 Apr 1998 17:06:59 +0000
<<much snippage>> Before we can dismiss axial preload as a factor, we need to look at the method whereby the rotator acquires its radial (sideways) strength. This is important when a rotator sits bel
/archives//html/Towertalk/1998-04/msg00268.html (11,034 bytes)

18. [TowerTalk] Drooping dipoles (score: 1)
Author: clewis@ro.com (Chuck Lewis)
Date: Wed, 29 Apr 1998 01:02:28 +0000
Nope...only comes in sexpacks. (Groan) Chuck, N4NM -- FAQ on WWW: http://www.contesting.com/towertalkfaq.html Submissions: towertalk@contesting.com Administrative requests: towertalk-REQUEST@contesti
/archives//html/Towertalk/1998-04/msg00854.html (7,407 bytes)

19. [TowerTalk] MAST (score: 1)
Author: clewis@ro.com (Chuck Lewis)
Date: Wed, 08 Oct 1997 04:01:58 +0000
Ken, Don't let your animosity toward engineers cloud your judgement...these guys are right. They're trying to be helpful...not waving their slide rules at you! This kind of failure doesn't give any h
/archives//html/Towertalk/1997-10/msg00216.html (8,111 bytes)

20. [TowerTalk] PSE info on DSP filters (score: 1)
Author: clewis@ro.com (Chuck Lewis, N4NM)
Date: Wed, 03 Sep 1997 11:53:16 +0100
Luiz, I have been impressed with K6STI's Soundblaster DSP. It may well have the most sophisticated DSP algorithms af all the available approaches. He uses a Soundblaster soundcard responding to his m
/archives//html/Towertalk/1997-09/msg00072.html (8,426 bytes)


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