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Re: [TowerTalk] Am I asking for trouble? - tower loading

To: "Mark Beckwith" <n5ot@n5ot.com>, <towertalk@contesting.com>
Subject: Re: [TowerTalk] Am I asking for trouble? - tower loading
From: Jim Lux <jimlux@earthlink.net>
Date: Sun, 15 Oct 2006 21:01:57 -0700
List-post: <mailto:towertalk@contesting.com>
At 07:05 PM 10/15/2006, Mark Beckwith wrote:
> >> I plan to install a wind speed meter
> >> and diligently crank down the tower
> >> every time the wind exceeds 50mph.
>
> > I would recommend the opposite approach:
> > Keep it cranked down and only crank up
> > when actually on the air.
>
>I second that - with just a minor change your plan will go from one that is
>more risky than safe into one that's more safe than risky.  W6AQ has a
>crankup with a lot of really big antennas on it, but it's only extended when
>needed, and spends the majority of it's time nested.  Never a problem in
>many years of service.


Indeed.  And, for that matter, if there were an honest-to-god life or 
death emergency during a howling storm, you might leave the tower up 
because the communications is more valuable than the potential damage 
from a failure.  But, it would depend on the consequences of a 
failure.   A slightly bent tower that requires an expensive crane to 
get it down is a lot different than collapsed tower with an antennan 
element impaling one of the kids sheltering from the storm in the 
preschool next door.

The practical problem is that most towers, while they give "stay 
below this and no damage occurs" numbers, tend not to have 
documentation that gives "here's our guarantee of how it will fail 
when you exceed that limit".  So that leaves it up to you to decide 
how you want to deal with "over margin" events.  Developing the "fail 
soft" sorts of numbers, or, for that matter, designing something that 
fails in a predictable manner, is MUCH harder engineering than just 
determining a "will not fail below" limit, where you can just be real 
conservative, and be guaranteed right (albeit with heavy and/or 
expensive overdesign).


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