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199�.UEC POLE FOOTING DESIGN <br />Job � 9713 <br />S /L.i <br />i �Fr-�T �3 <br />P(applied lateral force in pounds) <br />h(distance in feet from ground surtace to point of application of P) <br />d(depth of embedment in earth in feet but not over 12 ft fc�r purpose of computing lateral pressure) <br />b(diameter of round post or footing or diagonal dimension of square footing in feet) <br />lateral beari.�g pressure= <br />250 PSF/FT <br />P= <br />d= <br />S1= <br />S3= <br />4530 Ibs. <br />22.5 feet <br />10.5 feet <br />4 feet <br />875.00 psf <br />2625.00 psf <br />Required Denth (ftl <br />A- 3.029 <br />If Unconstrained <br />d- 10.265 feet <br />If Con��ed <br />d' 6.42303333 feet <br />