[BC] Bad tower design
Chuck Lakaytis
chuck at akpb.org
Fri Oct 23 13:54:21 CDT 2009
My rigging company always bolts up vertical bolts that way. Bolt in the
bottom, nut on the top. And for the same reason. You can see from the
ground where a bolt failed or came loose fromvibration.
PeterH wrote:
> On Oct 23, 2009, at 11:14 AM, RichardBJohnson at comcast.net wrote:
>
>
>> Don't laugh! Early Rohn towers had rivets holding cross-braces. Once
>> wind pressure gets above a certain amount, these rivets (which
>> operate in shear) break and the whole tower comes unglued with the
>> "sprong" of a broken clock-spring!
>>
>
> KFI's replacement tower -- 2008, first (failed during erection) and
> 2008, second (erected successfully) -- has bolted joints for the
> cross-bracing. Two bolts in each brace where it meets a welded flange
> on the vertical member and two bolts where the cross-braces
> themselves cross.
>
> Reading from a description of the erection procedures, the bolts
> which connect the vertical members are intended to have the nut on
> the top, and the bolt on the bottom, so should a bolt fail it will
> drop free of the flange and thereby allow for inspection from the
> ground.
>
>
>
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