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pool 1201 N. Tustin Hvenue <br /> engineering Anaheim, CA 92807 <br /> Inc. Fax: (714) 630-6114 <br /> Phone: (714) 630-6100 <br /> POOL WALL SUMMARY NO R.B.B. <br /> FOOTING SURCHARGE-TABLED-3.00 FT.FROM WATER <br /> Yso/L 45 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft <br /> Sectionon <br /> SOIL LOADS SOIL+LOADS <br /> tVe <br /> fl. ftH2 t d c. . in, in. In. OTM V OTM V MR MT VT Steel <br /> As DS <br /> ins in. <br /> ft-Ib Ib ft4b Ib ft-Ib ft-Ib Ib <br /> 1 0.0 0.5 12.0 8.81 8.63 1 6 0 0 -38 -37 6#3 @ 12" 0.110 0.375 <br /> 2 0.5 1.0 6.0 2.81 2.63 8 23 0 0 -59 -52 23#3 @ 12" 0.110 0.375 <br /> 3 1.0 1.5 6.0 2.81 2.63 25 51 1 7 -69 -42 58#3 @ 12" 0.110 0.375 <br /> 4 1.5 2.0 6.0 2.81 2.63 60 90 9 28 -78 -9 118 #3 @ 12" 0.110 0.375 <br /> 5 2.0 2.5 6.0 2.61 2.63 117 141 31 62 -88 61 203#3 @ 12" 0.110 0.375 <br /> 6 2.5 3.0 6.0 2.81 2.63 203 203 72 102 -97 178 305#3 @ 12" 0.110 0.375 <br /> 7 3.0 3.5 6.0 2.81 2.63 322 276 133 140 -106 348 418#3 @ 12" 0.110 0.375 <br /> 8 3.5 4.0 7.0 3.81 3.63 480 360 212 176 -126 566 538#3 @ 12" 0.110 0.375 <br /> 9 4.0 4.5 8.0 4.811 4.631 683 456 3081 206 -1681 823 662 103 @ 12" 0.110 0.375 <br /> 10 4.5 5.0 8.0 4.811 4.63 938 563 4171 231 -2421 1113 794#3 @ 6" 0.221 0.375 <br /> 11 5.0 5.5 8.5 6.311 5.13 1248 681 5381 251 -352 1434 932#3 @ 6" 0.221 0.375 <br /> 12 5.5 6.0 8.5 5.311 5.13 1620 810 6681 268 -511 1777 1078#3 @ 6" 0.221 0.375 <br /> 13 6.0 6.5 9.5 6.31 6.13 2060 931 805 280 -735 2130 1231 #3 @ 6" 0.221 0.375 <br /> 14 6.5 7.0 10.5 7.31 7.13 2573 1103 948 291 -1065 2456 1394#3 @ 6" 0.221 0.375 <br /> 15 7.0 7.5 17.5 8.31 8.13 3184 1266 1095 299 -1529 2730 1565#3 @ 6" 0.221 0.375 <br /> 16 7.5 8.0 11.5 8.31 8.13 3840 1440 1248 365 -2297 2789 1745#3 @ 6" 0.221 0.375 <br /> 17 8.0 8.5 11.5 8.31 8.13 4606 1626 1400 310 -5005 1001 1938#3 @ 6" 0.221 0.375 <br /> H1 H2 t d c SOIL+LOADS <br /> Section ft. ft. In. in. In. p g I fs is.. to to, v v,o <br /> psi psi psi psi psi psi <br /> 1 0.0 0.5 12.0 8.81 8.63 0.001 0.143 0.952 473.3 20000.0 .6.9 1125.0 0.1 55.0. <br /> 2 0.5 1.0 6.0 2.81 2.63 0.003 0.238 0.921 -2176.8 20000.0 -59.8 1125.0 0.7 55.0 <br /> 3 1.0 1.5 6.0 2.81 2.63 0.003 0.238 0.921 -1780.8 20000.0 46.9 1125.0 1.7 55.0 <br /> 4 1.5 2.0 6.0 2.81 2.63 0.003 0.238 0.921 -382.9 20000.0 -10.5 1125.0 3.5 55.0 <br /> 5 2.01 2.51 6.0 2.811 2.63 0.003 0.238 0.921 2546.6 20000.0 70.0 1125.0 6.0 65.0 <br /> 6 2.5 3.01 6.0 2.811 2.63 0.0031 02361 0.921 7463.7 20000.01 204.8 1125.0 9.0 55.0 <br /> 7 3.0 3.5 6.0 2.811 2.63 0.003 0.238 0.921 14616.2 20000.01 401.6 1125.0 12.3 55.0 <br /> 8 3.5 4.0 7.0 3.811 3.63 0.002 0.209 0.9301 17342.2 20000.0 401.5 1125.0 11.7 55.0 <br /> 9 4.0 4.5 8.0 4.811 4.63 0.002 0.188 0.9371 19821A 20000.0 403.3 1125.0 11.5 65.0 <br /> 10 4.5 5.0 8.0 4.81 4.83 0.004 0.255 0.915 13723.8 20000.0 412.2 1125.0 13.7 55.0 <br /> 11 5.0 5.5 8.5 5.31 5.13 0.003 0.244 0.919 15963.8 20000.0 453.1 1125.0 14.6 55.0 <br /> 12 5.5 6.0 8.5 5.31 5.13 0.003 0.244 0.919 19784.5 20000.0 561.6 1125.0 16.91 55.0 <br /> 13 6.0 6.5 9.5 6.31 6.13 0.003 0.227 0.924 19828.1 20000.0 510.4 1125.0 16.2 55.0 <br /> 14 6.5 7.0 10.5 7.31 7.13 0.003 0.2121 0.929 19714.8 20000.0 467.3 1125.0 15.9 55.0 <br /> 15 7.0 7.5 11.5 8.31 8.13 0.002 0.201 0.933 19122.1 20000.0 422.0 1125.0 15.7 55.0 <br /> 18 7.5 8.0 11.5 8.31 8.13 0.002 0.201 0.933 19530.8 20000.0 431.0 1125.0 17.5 55.0 <br /> 17 8.0 8.5 11.5 8.31 8.13 0.002 0.201 0.933 .7011.9 20000.0 154.7 1125.0 19.4 55.0 <br /> VJ:\Details\Release\Calcs 20131100NC CBC2013[v1.40].pdf 10/09@01301:28:50 PM *Pool Engineering,Inc.2013, Page 35 of 51 <br />