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Total 17 documents matching your query.

1. TOWER FINALLY GOING UP (score: 1)
Author: rthorne@ibm.net (Richard Thorne - WB5M)
Date: Thu, 02 Jan 1997 17:41:05 -0800
Well, I finally found the time to start getting my tower up: Today I was able to mount the base plate and 3 guy anchor plates to the concrete roof of my office building today. I also got 20' of 25g u
/archives//html/Towertalk/1997-01/msg00036.html (7,020 bytes)

2. ROOF TOP HELP (score: 1)
Author: rthorne@ibm.net (Richard Thorne - WB5M)
Date: Tue, 26 Nov 1996 07:46:35 -0800
Are there any engineers out there? Heres what I plan to do: - Mount my 60' rohn 25g on top of my 15' high office building - The roof top is concrete with asphalt. I'm assuming its 4" thick. - The bas
/archives//html/Towertalk/1996-11/msg00218.html (7,777 bytes)

3. ROOF TOP HELP (score: 1)
Author: rthorne@ibm.net (Richard Thorne - WB5M)
Date: Tue, 26 Nov 1996 12:42:46 -0800
-- FAQ on WWW: http://www.contesting.com/towertalkfaq.html Submissions: towertalk@contesting.com Administrative requests: towertalk-REQUEST@contesting.com Problems: K7LXC@contesting.com Sponsored by
/archives//html/Towertalk/1996-11/msg00223.html (8,143 bytes)

4. Guy Anchors on a flat concrete roof (score: 1)
Author: rthorne@ibm.net (Richard Thorne - WB5M)
Date: Mon, 26 Aug 1996 20:30:50 -0700
Since guy wires seems to be the topic today let me put this situation in front of the forum. If you have been following my notes you know I'm going to put my tower on top of our office roof which is
/archives//html/Towertalk/1996-08/msg00242.html (7,756 bytes)

5. PULL ON GUY WIRES (score: 1)
Author: rthorne@ibm.net (Richard Thorne - WB5M)
Date: Tue, 27 Aug 1996 07:30:21 -0700
One more question I should have asked in my last post. How much pull in lbs can I expect on a guy wire. I know for starters I'm looking at 400lbs per guy as that is the tensioning force, so if I have
/archives//html/Towertalk/1996-08/msg00248.html (6,475 bytes)

6. Summary: Guy Anchors (score: 1)
Author: rthorne@ibm.net (Richard Thorne - WB5M)
Date: Wed, 28 Aug 1996 12:33:18 -0700
Thanks for all the replies. Most people suggested that I use a flat plate to attach to the roof and then attach the guy point to the plate. I spoke with the machinist at work and we're both in agreem
/archives//html/Towertalk/1996-08/msg00264.html (6,674 bytes)

7. TENSIONING Phillystrand (score: 1)
Author: rthorne@ibm.net (Richard Thorne - WB5M)
Date: Sat, 31 Aug 1996 10:17:03 -0700
Is there and differences in tightening Philly v.s. ehs steel? Can you use a klien grip or is it even necessary. If the stuff is as flexible as it sounds I would imagine you simply open your turnbuckl
/archives//html/Towertalk/1996-08/msg00291.html (6,355 bytes)

8. TEST MESSAGE, NO REPLIES PLEASE (score: 1)
Author: rthorne@ibm.net (Richard Thorne - WB5M)
Date: Wed, 10 Jul 1996 20:44:53 -0700
Been having trouble with me outgoing e-mail. Just want to see if I have fixed it. No replies please. 73
/archives//html/Towertalk/1996-07/msg00087.html (6,207 bytes)

9. BASE PLATE FOR 45G (score: 1)
Author: rthorne@ibm.net (Richard Thorne - WB5M)
Date: Fri, 12 Jul 1996 17:29:12 -0700
My company is getting ready to move into its new building. Along with the move I'm going to put some towers on top. I'm gonna start with 70' of 25g. I'm building my own base plate out of a 24" square
/archives//html/Towertalk/1996-07/msg00098.html (6,966 bytes)

10. BASE PLATE FOR 45G (score: 1)
Author: rthorne@ibm.net (Richard Thorne - WB5M)
Date: Sat, 13 Jul 1996 10:18:35 -0700
I'm resending this note. If its a duplicate I appologize. When I sent this originally the power went out and I was sure if it made it to the reflector. 73
/archives//html/Towertalk/1996-07/msg00101.html (7,217 bytes)

11. MAST V.S. TOWER (score: 1)
Author: rthorne@ibm.net (Richard Thorne - WB5M)
Date: Sun, 14 Jul 1996 07:56:44 -0700
Question for the panel: Heres what I would like to do with my tower project: - Put up 80' 25g - Guy it as a 60' tower (guy at 30' and 60') - Leave the top 20' unguyed and use it as a mast I want to p
/archives//html/Towertalk/1996-07/msg00104.html (7,163 bytes)

12. Test (score: 1)
Author: rthorne@ibm.net (Richard Thorne - WB5M)
Date: Tue, 09 Jul 1996 07:10:40 -0700
Sorry for the bandwith. Just trying to see if I'm communicating with the outside world. No replies please. Thanks.
/archives//html/Towertalk/1996-07/msg00119.html (6,015 bytes)

13. MAST STRENGTH (score: 1)
Author: rthorne@ibm.net (Richard Thorne - WB5M)
Date: Sun, 21 Jul 1996 09:42:32 -0700
How do you go about determining how much antenna (square foot wise) you can safely put on a mast. I know theres an article in NCJ a while back explaining this but its in storage somewhere. I have an
/archives//html/Towertalk/1996-07/msg00132.html (6,405 bytes)

14. GUY ANCHOR STRENGTH (score: 1)
Author: rthorne@ibm.net (Richard Thorne - WB5M)
Date: Sun, 28 Jul 1996 22:35:42 -0700
Anybody out there in tower land have some input on question #2? Steve already answered #1. Thanks.
/archives//html/Towertalk/1996-07/msg00172.html (6,095 bytes)

15. STRENGTH OF A GUY ANCHOR (score: 1)
Author: rthorne@ibm.net (Richard Thorne - WB5M)
Date: Sun, 28 Jul 1996 22:47:44 -0700
Sorry about the last post which basically said nothing. Questions to the tower experts: I have a concrete roof that my tower will be mounted on. I was hoping to have retaining walls to drill horizont
/archives//html/Towertalk/1996-07/msg00173.html (6,696 bytes)

16. Test Message (score: 1)
Author: rthorne@ibm.net (Richard Thorne - WB5M)
Date: Sun, 09 Jun 1996 10:44:02 -0700
Just trying to see if this works.
/archives//html/Towertalk/1996-06/msg00046.html (5,963 bytes)

17. [Fwd: Roof Mounted Antenna Farm] (score: 1)
Author: rthorne@ibm.net (Richard Thorne - WB5M)
Date: Sun, 09 Jun 1996 14:21:23 -0700
This is a multi-part message in MIME format. --6A06164717FA Content-Type: text/plain; charset=us-ascii Content-Transfer-Encoding: 7bit I'm resending as it does not appear to have made it the first ti
/archives//html/Towertalk/1996-06/msg00047.html (7,821 bytes)

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