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flagpole foundation

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does the flagpole foundation formula for non constrained conditions (1997 ubc, 1806.8.2.1, eq. 6-1) have a limiting conditions regarding loading or embedment?  does this apply fro high loadings resulting in deep embedments?  i have a condition with a 170K load at 4' above the ground surface resulting in 46' embedment. 
thanks- paul franceschi

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