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pool 1201 N. Tustin1,,,enue <br /> engineering Anaheim, CA 92807 <br /> inc. Fax: (714)630-6114 <br /> Phone: (714) 630-6100 <br /> POOL WALL SUMMARY 2'-6" R.B.B. <br /> TABLE G-HIGHLY EXPANSIVE SOIL OR NO DECK <br /> %SOIL 65 Pcf H 11.0 ft R88 2.5 ft R 5.0 ft <br /> H7 H2 t d SOIL Vertical As Ds SOIL <br /> Sec In. in. OTM MR I MT V Steel in' In. p k ] ftfs fc f v v <br /> ft-Ib ft-Ib ft4b Ib psi pslP� psi si <br /> P Psi <br /> 1 0.0 0.5 12.0 8.81 1 -38 -36 8#3 @ 12' 0.110 0.375 0.001 0.136 0.955 -466.7 20000.0 -7.2 1125.0 0.1 55.0 <br /> 2 0.5 1.0 6.0 2.81 11 -59 49 33#3 @ 12' 0.110 0.375 0.003 0.227 0.924 .2028.7 20000.0 -58.5 1125.0 1.0 55.0 <br /> 3 1.0 1.5 6.0 2.81 37 -69 -32 73#3 @ 12' 0.110 0.375 0.003 0.227 0.924 -1345.2 20000.0 -38.8 1125.0 2.2 55.0 <br /> 4 1.5 2.0 6.0 2.81 87 -78 9 130#3 @ 12' 0.110 0.375 0.003 0.227 0.924 357.0 20000.0 10.3 1125.0 3.9 55.0 <br /> 5 2.0 2.5 6.0 2.81 169 -88 82 203#3 @ 12' 0.110 0.375 0.003 0.227 0.924 3417.4 20000.0 98.6 1125.0 6.0 55.0 <br /> 6 2.5 3.0 6.0 2.81 293 -97 1981 2931#3 @ 12' 0.110 0.375 0.003 0.227 0.924 8175.61 20000.0 235.8 1125.0 8.7 55.0 <br /> 7 3.0 3.5 6.5 3.31 484 -107 357 398#3 @ 12' 0.110 0.375 0.003 0211 0.930 12811 A 20000.0 331.8 1125.0 10.0 55.0 <br /> 8 3.5 4.0 7.5 4.31 693 -120 573 520#3 @ 12' 0.110 0.375 0.002 m86 0.937 15413.8 20000.0 350.3 1125.0 10.01 55.0 <br /> 9 4.0 4.5 8.5 5.31 987 -137 851 658#3 @ 12" 0.110 0.375 0.002 0.171 0.943 18448.9 20000.0 373.9 1125.0 10.31 55.0 <br /> 10 4.5 5.0 8.5 5.31 1354 -155 1199 813#3 @ 6" 0.221 0.375 0.003 0.233 0.922 13289.5 20000.0 395.9 1125.0 12.7 55.0 <br /> 11 5.0 5.5 9.5 6.31 1802 -176 1626 983#3 @ 6" 0.221 0.375 0.003 0.216 0.928 15076.9 20000.0 407.6 1125.0 130 55.0 <br /> 12 5.5 6.0 10.5 7.31 2340 -203 2137 1170#3 @ 6" 0.221 0.375 0.003 0.202 0.933 17026.9 20000.0 424.0 1125.0 13.3 55.0 <br /> 13 6.0 6.5 11.5 8.31 2975 -249 2726 1373#3 @ 6" 0.221 0.375 0.002 0.191 0.936 19023.8 20000.0 441.2 1125.0 13.8 55.0 <br /> 14 6.5 7.0 '11.5 6.31 3716 -336 3380 1593#3 @ 3" 0.442 0.375 0.004 0.259 0.914 12086.5 20000.0 414.1 1125.0 16.0 55.0 <br /> 15 7.0 7.5 11.5 8.31 4570 -471 4099 1828#3 @ 3" 0.442 0.375 0.0041 0.259 0.914 14657.5 20000.0 502.2 1125.0 18.3 55.0 <br /> 16 7.5 8.0 11.5 8.31 5547 -667 4880 20801#3 @ 3" 0.442 0.375 0.004 0.259 0.914 17448.91 20000.0 597.9 1125.0 20.9 55.0 <br /> 17 8.0 8.5 12.5 9.31 6653 -940 5713 2348#3 @ 3" 0.442 0.375 0.004 0.246 0.918 18152.5 20000.0 582.8 1125.0 21.0 55.0 <br /> 18 8.6 9.0 13.5 10.31 7898 -1322 6576 2633#3 @ 3" 0.442 0.375 0.004 0.236 0.921 18796.7 20000.0 569.5 1125.0 21.3 55.0 <br /> 19 9.0 9.5 14.5 11.31 9288 -1858 7430 2933#3 @ 3" 0.442 0.375 0.003 0.226 0.925 19296.8 20000.0 554.9 1125.0 21.6 55.0 <br /> 20 9.5 10.0 15.5 12.31 10833 -2633 8201 3250#3 @ 3" 0.442 0.375 0.003 0.218 0.927 19510.2 20000.0 534.9 1125.0 22.0 55.0 <br /> 21 10.0 10.5 16.0 12.81 12541 -3855 8686 35831#3 @ 3" 0.442 0.375 0.003 0.214 0.929 19831.6 20000.0 531.7 1125.0 23.3 55.0 <br /> 22 10.5 11.0 16.0 12.81 14419 -8178 6242 39331#3 @ 3" 0.442 0.375 0.003 0.214 0.929 14250.1 20000.0 382.1 1125.01 25.61 55.0 <br /> W:1DetailslReleaseNGalcs 2013\100NC CBC2013[v1.40].pdf 10/09/2013 01:28:50 PM ©Pool Engineering, Inc. 2013, Page 26 of 51 <br />