[TowerTalk] Guy Anchor Failure
   
    LYN Williams
     
    designserv@ipass.net
       
    Tue, 02 Jan 2001 08:14:09 -0500
    
    
  
n4kg@juno.com wrote:
> 
> Lyn,  you neglected to indicate the FAILURE  MODE.
> 
It appeared to me that both failures were probably due to the shaft
being too short or the screw too small for the type of soil -or both-,
so the anchor worked looser with changing soil moisture over time.
> Did the SHAFT corrode?  If so,  how would a concrete
> anchor be less susceptible?
Neither shaft appeared to be corroded to the danger point. 
> Proper size selection IS important!
> 
It apparently WAS important, but my concern is that a larger size
would only have delayed the danger until corrosion could do the deed. 
With an achor properly protected in concrete, I think corrosion would
be retarded as compared to an anchor in direct contact with soil.
Lyn, W4WDN
Lyn, W4WDN
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