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References: [ +subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+pier\s+point\s+vs\s+section\s+in\s+concrete\s*$/: 10 ]

Total 10 documents matching your query.

1. [TowerTalk] pier point vs section in concrete (score: 1)
Author: brunet@us.ibm.com (Pete Brunet)
Date: Fri, 20 Mar 1998 13:41:22 -0500
What are the pros and cons of using a pier point bottom instead of burying a 5' tower section in concrete? Thanks, Pete == Pete Brunet - Austin, TX 78758 (512) 838-4594 voice, (512) 838-9367 fax, bru
/archives//html/Towertalk/1998-03/msg00368.html (8,017 bytes)

2. [TowerTalk] pier point vs section in concrete (score: 1)
Author: geoiii@bga.com (george fremin iii)
Date: Fri, 20 Mar 1998 13:11:57 -0600 (CST)
There is a good summary on the KA9FOX web page on this subject. http://www.qth.com/ka9fox/ The info is on this page in the toer section. http://www.qth.com/ka9fox/ant-towers-feed.shtml -- George Frem
/archives//html/Towertalk/1998-03/msg00369.html (8,747 bytes)

3. [TowerTalk] pier point vs section in concrete (score: 1)
Author: K7LXC@aol.com (K7LXC)
Date: Fri, 20 Mar 1998 15:04:47 EST
<< What are the pros and cons of using a pier point bottom instead of burying a 5' tower section in concrete? >> A pier pin bottom for ham applications IMO is more hassle than it's worth. You have to
/archives//html/Towertalk/1998-03/msg00370.html (8,732 bytes)

4. [TowerTalk] pier point vs section in concrete (score: 1)
Author: w7ni@teleport.com (Stan Griffiths)
Date: Tue, 24 Mar 1998 01:30:55 -0800 (PST)
Hi Pete, One of the obvious advantages of burying the tower section in concrete is that it will hold itself vertical for a few sections after the concrete has cured. This is easier than having to us
/archives//html/Towertalk/1998-03/msg00455.html (8,823 bytes)

5. [TowerTalk] pier point vs section in concrete (score: 1)
Author: wlong@wmdc.edu (Bill Long)
Date: Tue, 24 Mar 1998 15:29:35 +0000
Sure, Pete. I have 100 feet of Rohn 45 that stands on a pier pin. I chose that option because: 1. it was a recommended installation in the Rohn catalogue, which I trust thoroughly. 2. I thought (pro
/archives//html/Towertalk/1998-03/msg00462.html (10,466 bytes)

6. [TowerTalk] pier point vs section in concrete (score: 1)
Author: N8GAN@CONCENTRIC.NET (KENNETH KOCH)
Date: Tue, 24 Mar 1998 16:42:36 -0500
if you would have done your same technique with a buried section and 2 more sections on it, you would have gotten the same results. ken/ken's antenna services n8gan -- To: <towertalk@contesting.com>
/archives//html/Towertalk/1998-03/msg00470.html (12,099 bytes)

7. [TowerTalk] pier point vs section in concrete (score: 1)
Author: SavageBR@aol.com (SavageBR)
Date: Wed, 25 Mar 1998 08:00:39 EST
Stick to the advise of the pro's--you won't go wrong!! I can't think of any reason to use a pier point for the average ham installation. AA4Z -- FAQ on WWW: http://www.contesting.com/towertalkfaq.htm
/archives//html/Towertalk/1998-03/msg00485.html (7,912 bytes)

8. [TowerTalk] pier point vs section in concrete (score: 1)
Author: wlong@wmdc.edu (Bill Long)
Date: Wed, 25 Mar 1998 13:16:57 +0000
Didn't say my technique was better than yours, just said it worked for me. 73, Bill Bill Long NY3M wlong@wmdc.edu -- FAQ on WWW: http://www.contesting.com/towertalkfaq.html Submissions: towertalk@co
/archives//html/Towertalk/1998-03/msg00486.html (8,156 bytes)

9. [TowerTalk] pier point vs section in concrete (score: 1)
Author: grhosler@imation.com (Gary R. Hosler)
Date: Wed, 25 Mar 1998 08:16:32 -0600
If you have erected 25G using the "bury a section in the concrete" methodology and now wish to enlarge the loading capability by going to 55G, the pier pin is a GREAT way to utilize the existing conc
/archives//html/Towertalk/1998-03/msg00488.html (9,098 bytes)

10. [TowerTalk] pier point vs section in concrete (score: 1)
Author: K7LXC@aol.com (K7LXC)
Date: Wed, 25 Mar 1998 09:54:33 EST
As long as the base meets the minimum size requirements for the new application, ANY concrete base can be re-cycled to adapt to another tower base. Use a concrete corer drill to drill whatever holes
/archives//html/Towertalk/1998-03/msg00489.html (8,839 bytes)


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