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SITE STRUCTURES Project A%wpowx- too <br />10511 19th Ave SE, Suite C <br />Everett, WA, (425)-357-9600 <br />Wall pressure due to outrigger point load <br />Vault Clear Height 7 ft <br />Soil Cover 3ft <br />H I <br />0.40H 4.4 ft <br />Point Load 45000.00 Ibs <br />0.28P/H2 104.13223 <br />I -at <br />3.00 ft <br />Lat/0.4H <br />0.682 <br />H angle tan inv <br />34.3' deg <br />cos2(1.1 0) <br />0.682 <br />sheet 1- <br />date <br />prj. no. S-2 y - onto <br />d <br />n <br />n2/(0.16+n2)3 <br />qp <br />qh <br />avg <br />0.00 <br />0.00 <br />0.00 <br />0 <br />0 <br />0 <br />T 4.00 <br />0.36 <br />5.30 <br />552 <br />376 <br />464 <br />5.00 <br />0.45 <br />4.19 <br />437 <br />298 <br />367 <br />6.00 <br />0.55 <br />3.11 <br />323 <br />221 <br />272 <br />7.00 <br />0.64 <br />2.25 <br />234 <br />159 <br />197 <br />8.00 <br />0.73 <br />1.62 <br />168 <br />115 <br />142 <br />9.00 <br />0.82 <br />1.17 <br />122 <br />83 <br />103 <br />10.00 <br />0.91 <br />0.86 <br />90 <br />61 <br />75 <br />B 11.00 <br />1.00 <br />0.64 <br />67 <br />45 <br />56 <br />12.00 <br />1.09 <br />0.48 <br />50 <br />34 <br />42 <br />clr hgt/7= 1.00 <br />Point Loads for Bm Analysis <br />Xft Plbs <br />1.00 <br />367 <br />2.00 <br />272 <br />3.00 <br />197 <br />4.00 <br />142 <br />5.00 <br />103 <br />6.00 <br />75 <br />