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Laterally Loaded Piles

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Some feedback is greatly appreciated regarding laterally loaded piles.
In the model I use, the internal resisting moment is limited, and far less 
than the pile capacity.
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{hope above graphic insertion will show as intended]
Question: does the point of rotation change; to determine where all the 
moments are relative to?
I have not found any clearly explaining literature regarding this problem.

Luke Gunnewegh
LGunaway(--nospam--at)aol.com