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[TowerTalk] Fwd:  Fwd: Tower foundation and bedrock

To: towertalk@contesting.com, hanslg@aol.com
Subject: [TowerTalk] Fwd:  Fwd: Tower foundation and bedrock
From: k7lxc--- via TowerTalk <towertalk@contesting.com>
Reply-to: k7lxc@aol.com
Date: Thu, 11 Apr 2019 15:45:37 +0000 (UTC)
List-post: <mailto:towertalk@contesting.com>
>  I made a lot of simulations for various wind conditions and found out that 
>my tower, unguyed, was going to safe sustain wind up to 85 mph with a surface 
>area of 20 sqft. As the wind, frequently, reaches that value where I live, on 
>a hilltop in Southern Vermont, I simulated the possibility of adding guy 
>wires. That increased the safe sustained value to 135 mph. So, against all 
>advice, I have a guyed tower that can be unguyed.

    I don't have a problem with guying a self-supporting tower IF the guys have 
very little tension on them (less than 40 or so pounds). Tower strength comes 
from the legs - the more tension you put on the guy wires, the more compression 
you put on the legs thus decreasing the capacity of the legs to support the 
tower. With a small amount of tension, you're not trying to hold up the tower - 
just restrain it from wind forces. With little or no tension, you could be 
subject to wind slamming - a violent and potentially fatal condition.

    What is a guyed tower that can be unguyed per your comments above? I'm not 
sure what that means.

>  I don't know where this misnomer comes from that a self-supported should be 
>weaker if you added guy wires. Maybe somebody can tell me. I understand if the 
>guy wires have a very steep angle the load on the tower will increase but that 
>is not the case with mine.
    It's not weaker - it just has potentially less capacity.

Cheers,Steve     K7LXCTOWER TECH -Professional tower services for amateur and 
commercial


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