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� �� e� <br /> Summit Engineen�Suneyo� T�� � �O�� <br /> 2218 Old Highway 99 South Daynr. Wte: 8:57PM, 12 MAR 02 <br /> Mount Vemon,WA.98273 ������ <br /> CalculaUons by YSK gwps; <br /> — - -- --- -- -- -- - <br /> u""'..,'Nw�Q100aao�v.vKs.�.�.u_���i�,w..0 P�le Embedme�t in Soil P� � <br /> (q19!}99EN[RGIC c�\a\kiasoecw�.Calculations � <br /> Description Rectangular posts with Point& Uniform Loads. Spane Buildings Inc. <br /> Kjocso project. 24' x 72'x 20'with 12' x 72'shed roof. 80 Mph exp. B <br /> -- - - - -- - - - _ <br /> - -- --- ----- � <br /> �General Infortnation 1 <br /> Allow Passive 350.00 pcf Applied Loads... <br /> Mau Passhe 1,500.00 P5� Pdnt Load 288.00 Ibs <br /> Load duration fxta 1.330 distance fran base 20.000 fl <br /> Pde is Rectangular <br /> yy��h 30.D00 in DisMbuted Load 79.20 Mttt <br /> Restrained Q SuAace distance to top 20.000 fl <br /> distance to botlan 0.000 ft <br /> Summary _ __ _ _ _ - --- — I <br /> Momenls�SuAace... � <br /> Point Iwd 5,760.00 Ral Totai Moment 21,600.00 Ilal � <br /> j DistribWed load 15,040.00 Total Laterel 1,872.Q0 Ibs <br /> i <br /> i <br /> ; Without SuAace Res� aint... With SuAace Restraint... <br /> � Required Depth 0.000 h Req'd Depth �.626 R <br /> IPress Q 1/3 Embed... Pressure @r Base... II <br /> � Actual 0.00 psf Actual <br /> I Albwable 0.00 psf Allowable <br /> Surtace Restralnt Force <br /> V <br /> � <br />