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References: [ +subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+Re\:\s+The\s+LXC\s+Prime\s+Directive\s*$/: 3 ]

Total 3 documents matching your query.

1. [TowerTalk] Re: The LXC Prime Directive (score: 1)
Author: Dick Green" <dick.green@valley.net (Dick Green)
Date: Fri, 3 Apr 1998 15:47:06 -0500
(DO I don't want to pick on you Steve (I love your products and you're my favorite tower installer on the other coast :-), but I've seen two instances lately in which you've made recommendations con
/archives//html/Towertalk/1998-04/msg00079.html (7,769 bytes)

2. [TowerTalk] Re: The LXC Prime Directive (score: 1)
Author: w7ni@teleport.com (Stan Griffiths)
Date: Mon, 6 Apr 1998 00:53:50 -0700 (PDT)
Hi Dick, I'm not trying to critcize your critism either, but I am not sure I am seeing all you are seeing in the Rohn book. Regarding the use of pier pins vs imbedding section in concrete, I see, sp
/archives//html/Towertalk/1998-04/msg00119.html (8,777 bytes)

3. [TowerTalk] Re: The LXC Prime Directive (score: 1)
Author: bcotter@pop.uky.edu (Bill Cotter)
Date: Mon, 06 Apr 1998 12:05:31 -0400
Dick& Stan, My instinct tells me that Rohn's pier-pin base mounting method might be just the thing if a large wind-load or torque moment would make the tower suscepible to twisting (and, potentially
/archives//html/Towertalk/1998-04/msg00126.html (10,043 bytes)


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