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Re: [TowerTalk] Crank-up base

To: towertalk reflector <towertalk@contesting.com>
Subject: Re: [TowerTalk] Crank-up base
From: Mike Reublin NF4L <nf4l@comcast.net>
Date: Thu, 1 May 2014 07:36:26 -0400
List-post: <towertalk@contesting.com">mailto:towertalk@contesting.com>
Grant -

He said depth was more important than width, citing "pier effect and 
overturning moment of a lever". Who knew?

Mike

On May 1, 2014, at 12:32 AM, Grant Saviers <grants2@pacbell.net> wrote:

> Your engineer can design a spread base that handles the load.  More concrete, 
> wider, but about 3' deep as a guess.  It is an alternative I considered for 
> elevated guy anchors.
> 
> Grant KZ1W
> 
> On 4/30/2014 5:20 PM, Mike Reublin NF4L wrote:
>> I'm negotiating to get the base for my HG70-HD dug and poured. I have a high 
>> water table, soil tends toward sandy, and an engineer said he would be 
>> happier if the hole were 10' deep rather than the 7.5' called for in the 
>> manual.
>> 
>> The concrete guys I'm talking to want to line the hole with plywood to 
>> prevent collapse. One guy who does a lot of big sign installations says he 
>> does it regularly, and there would be no stability issues.
>> 
>> I've read several times the pour needs to be into undisturbed soil, no 
>> backfill, altho that's not in the manual.
>> 
>> What are the facts?
>> 
>> 73, Mike NF4L
>> 
>> 
>> _______________________________________________
>> 
>> 
>> 
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> 

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