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' S �-�r. �� <br />1994 UBC i'OLE FOOTING DESIGN ' • S��'i <br />Job # 9713 <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 for purpose of computing lateral pressure) <br />b(diameter of round post or footing or diagonal dimension of square footing in feet) <br />!.:!: : al bearing pressure= 250 PSF/FT <br />P= <br />h= <br />d= <br />b= <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 />Reauired Death (ft) <br />A= <br />If Unconstrained <br />d= <br />If Constrained <br />3.029 <br />10.265 feet <br />d= 6.42303333 feet <br />