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~AIi 13 '95 O~:iePM VLMK EMGIMEERS p.~/8 <br /> <br />>>>>>>>>>> UNCONSTRAINED EMBEDOED FOLE (PER UBC 2907g-2-A.) <<<<<<<<<<< <br /> ---¥LMR Engineering Software--- <br /> <br />EMB~GDED POLE PROGRA/~ FOR SOLVING TME REQUIRED DEPTH <br />OF A POLE FOR A GIVEN LATERAL LOAD- TRY DIFFERENT DEPTHS <br />UNTIL ADEQUatE DEPTH IS FOUND. UNCONSTRAINFD CONDITION. <br /> <br />NAME: <br /> <br />>>>>>>>>>>>>>>>>>>>>>>>~>>>>>>> I~UT <br /> <br />P = 88 pounds <br />h = ll.UO feet <br />LSP = 150 psf/ft <br />b = 1.50 feet <br />TRIAL d = 3.50 feet <br /> <br />**APPLIED LATERAL FORCE <br />**DISTANCE FRO~ GROUND TO APPLICATION OF <br />**ALLOWABLE LATERAL SOIL PRESSURE <br />**DIAMETER OF POST OR FOOTING <br /> <br />>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> OU~'FUi' <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< <br /> <br />S1 = 175.00 pS~ ~*ALLOW. SOIL BRO. PRESS. BASED ON i/3 d <br />A = 0.78 feet <br /> <br />CALC d = 3.48 feet---> OK, LESS THAN TRIAL d <br /> <br /> <br />