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[TowerTalk] Guy Wire Tension and Chimneys

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Subject: [TowerTalk] Guy Wire Tension and Chimneys
From: david.b.curtis@intel.com (Curtis, David B)
Date: Tue, 14 Sep 1999 09:51:57 -0700
I've seen the result of just such an arrangement -- and it is not
pretty.

Mortar is extremely weak in shear. In other words, side loads of any kind
on masonry are an extremely bad idea.  Your chimney will be a pile of
rubble before you get done with the preload. 

Sorry to bring bad news, but I hope it saves you a big repair bill.

73, Dave N6NZ
n6nz@contesting.com

-----Original Message-----
From: Bill Jones [mailto:LWilliamJones@netscape.net]
Sent: Tuesday, September 14, 1999 9:08 AM
To: towertalk@contesting.com
Subject: [TowerTalk] Guy Wire Tension and Chimneys



Bill Jones (WA2HYA)
E-MAIL: LWilliamJones@Netscape.net

I am putting up a 50 foot Rohn 25G tower and want to guy the tower to a
chimney in two of the three guy points.  Does anyone have any experience
with
guying to chimneys?  Each chimney is 3' by 2 1/2' and in excellent
condition. 
What thickness of strap should be used around the chimney?  Each would have
two guys attached according to the Rohn catalog - each guy with an initial
tension of 400#.   Also what is the best way to measure the tension of the
guy
wire? Thanks in advance.

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