If the formula requires 46' embedment, the bending moment, in the pole, at some depth below the ground surface must be fairly large. I hope you are checking the structural capacity of the pole for that magnitude of bending moment.
Rajendran
PFFEI@aol.com wrote:
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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