You don't remember correctly and that was not his question.
Just to inject some truth, the question was "whether the bottom set of steel
guys need to be broken up "
----- Original Message -----
From: "Jim Jarvis" <jimjarvis@comcast.net>
To: <towertalk@contesting.com>
Sent: Monday, April 11, 2005 5:54 AM
Subject: [TowerTalk] Guying free-standing towers: the initial post
>
> If I remember correctly, this started with a question
> from a chap who is putting up a self-supporter which
> is too close to a power line. He asked if there were
> any problems with a safety guy.
>
> There was ONE direct answer...keep it loose and you'll
> be fine. Then the thread took on a life of its own.
>
> Let's be clear, however: Tensioned guys add load to a tower.
> Therefore, the tower will reach its material failure point
> sooner. Might be 5%, might be 50%, depending on how much
> you stress it, and where. Answering the implied questions
> requires careful structural analysis, not debate.
>
> The function of the guys, is NOT to add strength to the
> system. The function is to force a different failure mode,
> and the price of doing that will be reduced load rating, or
> earlier failure, if loaded to original specification.
>
> There was one OTHER useful observation: make
> certain you have it well grounded, and hope for the best.
>
> As for me, I would strongly encourage locating the tower
> further (safely) away from the power line, and following
> the manufacturer's installation instructions.
>
> n2ea
> jimjarvis@ieee.org
>
> _______________________________________________
>
> See: http://www.mscomputer.com for "Self Supporting Towers", "Wireless
Weather Stations", and lot's more. Call Toll Free, 1-800-333-9041 with any
questions and ask for Sherman, W2FLA.
>
> _______________________________________________
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>
_______________________________________________
See: http://www.mscomputer.com for "Self Supporting Towers", "Wireless Weather
Stations", and lot's more. Call Toll Free, 1-800-333-9041 with any questions
and ask for Sherman, W2FLA.
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