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[TowerTalk] Taper schedule for free-standing verticals?

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Subject: [TowerTalk] Taper schedule for free-standing verticals?
From: K7NV@contesting.com (Kurt Andress)
Date: Tue, 09 Jan 2001 13:01:50 -0800
K7LXC@aol.com wrote:

> 
>     Maybe Kurt, K7NV's Yagi Stress program might be useful for this bending
> moment exercise. He has a web site but I don't have the address offhand.
> 

Hi Steve,
Yes, YS does a freestanding tubular vertical just fine. The only
difference between it and half of a yagi element is the loads due
to gravity which can easily be accounted for. I used it to design
my 40m 4 square elements.

-- 
73, Kurt, K7NV 

http://www.freeyellow.com/members3/yagistress/

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