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pool 1201 N. Tustil :nue <br /> engineering Anaheim, CA 9zu07 <br /> Inc. Fax: (714) 630-6114 <br /> Phone. (714) 630-6100 <br /> POOL WALL SUMMARY NO R.B.B. <br /> SHALLOW/DEEP END RAMP-DETAIL#11 <br /> Ys, 60 pCf H 6.0 ft RBB 0.0 ft R 2.5 ft <br /> Sec H1 H2 t dl d2 O7M MR SOILWATER <br /> V OTM MR WA MT V Vertical As Ds <br /> ft. fl. in. <br /> In. in. Steel in in. <br /> ft-Ib ft-Ib ft4b Ib ft-Ib ft4b ft4b Ib <br /> 1 0.0 0.5 12.0 9.00 3.00 1 -38 36 8 -1 38 36 -8#3 @ 12" 0.110 0.375 <br /> 2 0.5 1.0 11.5 3.00 8.50 10 -73 -63 30 -10 69 58 -31 @ 12" 0.110 0.375 <br /> 3 1.0 1.5 11.5 3.00 8.50 34 -108 -74 68 35 103 68 -70#3 @ 12' 0.110 0.375 <br /> 4 1.5 2.0 11.5 3.00 8.50 80 -142 .62 120 -83 138 64 -125#3 @ 12" 0.110 0.375 <br /> 51 2.01 2.5 11.0 3.00 8.00 156 -175 -19 188 -163 157 -6 -195#3 @ 12" 1 0.110 0.375 <br /> 6 2.5 3.0 11.0 3.00 8.00 270 -207 631 270 -281 188 -92 -281 #3 @ 12' 0.110 0.375 <br /> 7 3.0 3.5 11.0 3.00 8.00 429 -238 190 368 -446 220 -226 -382#3 @ 12' 0.110 0.375 <br /> 8 3.5 4.0 10.51 3.00 7.50 640 -282 358 480 -666 220 -448 -499#3 @ 6' A0.22 <br /> 9 4.0 4.5 10.5 3.00 7.50 911 356 555 608 -948 208 -740 -632 93 @ 6`10 4.5 5.0 10.5 3.00 7.50 1250 -473 777 750 -1300 185 -1135 -780#3 @ 8'11 5.0 5.5 10.5 3.50 7.00 1684 -643 1020 908 -1730 82 -1648 -944#3 @ 6'12 5.5 B.0 11.0 4.00 7.00 2180 -882 1278 1080 -2246 •41 •2288 -1123#3 @ 6` <br /> Sec 1ft. ft. In.It SOIL WATER <br /> p k j is fs„ fc p k j Is is.. fc v <br /> psi psi psi psi psi psi psi psi <br /> 1 0.0 0.5 12.0 0.001 0.134 0.955 -458.1 20000.0 -7.0 0.1 0.003 0.221 0.926 1415.1 20000.0 39.4 0.2 <br /> 2 0.5 1.0 11.5 0.003 0.221 0.926 -2480.7 20000.0 -69.0 0.8 0.001 0.138 0.954 762.3 20000.0 12.3 0.3 <br /> 3 1.0 1.5 11.5 0.003 0.221 0.926 -2898.6 20000.0 -80.6 1.9 0.001 0.138 0.954 912.8 20000.0 14.3 0.7 <br /> 4 1.5 2.0 11.5 0.003 0.221 0.926 -2436.9 20000.0 -67.8 3.3 0.001 0.138 0.954 729.8 20000.0 11.5 12 <br /> 5 2.0 2.5 11.0 0.003 0.221 0.926 •744.8 20000.0 -20.7 5.2 0.001 0.142 0.953 78.6 20000.0 1.3 2.0 <br /> 6 2.5 3.0 11.0 0.003 0.221 0.926 2470.01 20000.0 68.7 7.51 0.001 0.142 0.9531 1315.7 20000.0 21.41 2.9 <br /> 7 3.0 3.5 11.0 0.003 0.221 0.926 7443.9 20000.0 207.1 102 0.001 0.142 0.963 3220.0 20000.0 52.31 4.0 <br /> 8 3.5 4.0 10.51 0.006 0.298 0.901 7185.8 20000.0 297.5 13.3 0.002 0200 0.933 3459.0 20000.0 84.9 5.5 <br /> 9 4.0 4.5 10.5 0.006 0296 0.901 11151.9 20000.0 461.7 16.9 0.002 0.200 0.933 5740.0 20000.0 140.9 7.0 <br /> 10 4.5 6.0 10.5 0.006 0.296 0.901 15608.2 20000.0 646.2 20.8 0.002 0.200 0.933 8805.1 20000.0 216.2 8.7 <br /> 11 5.0 5.5 10.5 0.005 0.278 0.907 17454.9 20000.0 660.5 21.6 0.003 0206 0.931 13733.7 20000.0 350.4 11.2 <br /> 12 5.5 6.0 11.0 0.0051 0.263 0.912 19017.8 20000.0 666.1 225 0.0031 0.206 0.931 19062.8 20000.0 486A 13.4 <br /> W:\DetailslRelease\Calcs 20131100NC CBC2013[vl.40].pdf 10/092013 01:28:50 PM 0 Pool Engineering,Inc.2013,Page 49 of 51 <br />