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Re: [TowerTalk] Adjustments to Tower Base Pier J-Bolts

To: Jim Thomson <jim.thom@telus.net>, towertalk@contesting.com
Subject: Re: [TowerTalk] Adjustments to Tower Base Pier J-Bolts
From: "Richard (Rick) Karlquist" <richard@karlquist.com>
Date: Mon, 24 Jul 2017 08:47:01 -0700
List-post: <mailto:towertalk@contesting.com>


On 7/24/2017 7:20 AM, Jim Thomson wrote:

## Those J bolts he is using, are massive... at  1.875 inchs across, with
12 inches  sticking above the concrete.  Paul  did not say how many are used on
each corner, probably at least 4.    They are not gonna budge, whether a sledge 
hammer, or
hydruaulic jack used...or trying to crank up on the lower nuts, trying to raise 
the template...
and then trying to bend the J bolts, not gonna happen.

Please explain why the J bolt fabricator can bend the end of the
J bolts into the shape of a "J", but OTOH, the installer cannot put
a very slight bend into them.  With 12 inches above the concrete,
there is something like 12:1 leverage.  Even with 100,000 PSI J
bolts, a 20 ton jack should be able to easily exceed the yield
strength.  I know my jack simultaneously bent 4 one inch braces
without any trouble.  I also had about 12 inches of leverage.

73
Rick N6RK
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