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pool 1201 N. Tustin, jnue <br /> engineering Anaheim, CA 92807 <br /> C. Fax: (714)630-6114 <br /> Phone:(714) 630-6100 <br /> POOL WALL SUMMARY 2'-6" R.B.B. <br /> TABLE E- NON-EXPANSIVE SOIL <br /> Ysox 30 pcf H 11.0 ft R88 2.5 ft R 5.0 ft <br /> H1 H2 t d SOIL Vertical As Ds <br /> SOIL <br /> See ft ft. in in OTM MR MT V Steel in in. p k 1 is fs, fc fcal v va <br /> ft-Ib ft4b ft-Ib Ib psi psi psi psi psi psi <br /> 1 0.0 0.5 12.0 8.81 1 38 -37 4#3 @ 12" 0.110 0.375 0.001 0.136 0.955 -476.1 20000.0 -7.3 1125.0 0.0 55.0 <br /> 2 0.5 1.0 6.0 2.81 5 -59 -54 15#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2272.4 20000.0 -65.5 1125.0 0.4 55.0 <br /> 3 1,0 1.5 6.0 2.81 17 -69 -52 34#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2168.0 20000.0 -62.5 1125.0 1.0 55.0 <br /> 4 1.5 2.0 6.0 2.81 40 -78 -38 60#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -1593.3 20000.0 -48.0 1125.0 1.8 55.0 <br /> 5 2.0 2.5 6.0 2.81 78 -88 -9 94#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -391.8 20000.0 -11.3 1125.0 2.8 55.0 <br /> 6 2.5 3.0 6.0 2.81 135 -97 38 135#3 @ 12' 0.110 0.375 0.003 0.227 0.924 1593.3 20000.0 46.0 1125.0 4.0 55.0 <br /> 7 3.0 3.5 6.0 2.81 214 -106 108 184#3 @ 12' 0.110 0.375 0.003 0.227 0.924 4518.8 20000.0 130.3 1125.0 5.4 55.0 <br /> 8 3.5 4.0 6.0 2.81 320 -116 204 240#3 @ 12" 0.110 0.375 0.003 0.227 0.924 8541.2 20000.0 246.4 1125.0 7.1 55.0 <br /> 9 4.0 4.5 8.0 2.81 456 -125 331 304#3 @ 12' 0.110 0.375 0.003 0.227 0.924 13817.5 20000.0 398.6 1125.0 9.0 55.0 <br /> 10 4.5 5.0 6.0 2.81 625 -134 491 375#3 @ 8" 0.221 0.375 0.007 0.304 0.899 10546.8 20000.0 453.8 1125.0 11.1 55.0 <br /> '11 5.0 5.5 8.0 2.81 832 -144 688 454#3 @ 6" 0.221 0.375 0.007 0.304 0.899 14792.4 20000.0 636.1 1125.0 13.4 55.0 <br /> 12 5.5 6.0 6.5 3.31 1080 -154 926 540#3 @ 6' 0.221 0.375 0.006 0.284 0.805 16778.5 20000.0 655.5 1125.0 13.6 55.0 <br /> 13 6.0 6.5 7.0 3.81 1373 -179 1194 634#3 @ 6' 0.221 0.375 0.005 0268 0.911 18683.0 20000.0 672.8 1125.0 13.9 55.0 <br /> 14 6.5 7.0 8.0 4.81 1715 -236 1479 735#3 @ 6' 0.221 0.375 0.004 0.243 0.919 18160.7 20000.0 5722 1125.0 12.7 55.0 <br /> 15 7.0 7.5 8.5 5.31 2109 -335 1774 844#3 @ 6" 0.221 0.375 0.003 0.233 0.922 19666.7 20000.0 585.9 1125.0 132 55.0 <br /> 16 7.5 8.0 9.5 6.31 2560 -484 2076 960#3 @ 6" 0.221 0.375 0.003 0216 0.928 19254.4 20000.0 520.5 1125.0 12.7 55.0 <br /> 17 8.0 8.5 10.5 7.31 3071 -698 2373 1084.43 @ 6" 0.221 0.375 0.003 0202 0.933 18900.7 20000.0 470.7 1125.0 12.4 55.0 <br /> 18 8.5 9.0 11.0 7.81 3645 -1001 2644 12151#3 @ 6" 0.221 0.375 0.002 0.196 0.935 19670.4 20000.0 472.2 1125.0 13.0 55.0 <br /> 19 9.0 9.5 12.0 8.81 4287 -1429 2858 1354#3 9 6" 0.221 0.375 0.002 0.186 0.938 18781.4 20000.0 421.8 1125.0 12.8 55.0 <br /> 20 9.5 10.0 12.0 8.81 5000 -2050 2950 1500#3 @ 6" 0.221 0.375 0.002 0.168 0.938 ]9390.6 20000.0 435.5 1125.0 14.2 55.0 <br /> 21 10.0 10.5 12.0 8.81 5788 3035 2753 16541#3 @ 6" 0.221 0.375 0.002 0.186 0.938 18095.9 20000.0 406.4 1125.0 15.6 55.0 <br /> 22 10.5 11.0 12.0 8.81 6655 -6343 312 18151#3 6" 0.221 0.375 0.002 0.186 0.938 2053.6 20000.01 48.11 1125.01 17.21 55.0 <br /> WiDetailslRelease\Calcs 20131100NC CBC2013 [v1.401.pdf 10/09/2013 01:28:50 PM Q Pool Engineering, Inc.2013, Page 20 of 51 <br />