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pool 1201 N. Tustin,-,venue <br /> engineering Anaheim, CA 92807 <br /> Inc. Fax: (714) 630-6114 <br /> Phone: (714) 630-6100 <br /> RESISTING MOMENTS Z-6" R.B.B. <br /> WALL LOADED BYEARTH PRESSURE TABLE G- HIGHLY EXPANSIVE SOIL OR NO DECK <br /> rsoL 65 pcf N 11.0 ft RBB 2.5 ft R 5.0 ft <br /> Section --► 1 2 3 4 5 6 7 8 9 10 11 12 RM <br /> H2 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 <br /> Weight 75.00 56.25 37.50 37.50 37.50 37.50 39.06 43.75 50.00 53.13 56.25 62.50 <br /> 1 0.5 75.0 0.50 <br /> 37.50 37.50 <br /> 2 1.0 56.3 0.50 0.39 <br /> 37.50 21.88 -59.38 <br /> 3 1.5 37.5 0.50 0.39 0.25 <br /> 37.50 21.88 9.38 -68.75 <br /> 4 2.0 37.5 0.50 0.39 0.25 025 <br /> 37.50 21.88 9.38 9.38 -78.13 <br /> 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 <br /> 37.50 21.88 9.38 9.38 9.38 -87.50 <br /> 6 3.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 <br /> 37.50 21.88 9.38 9.38 9.38 9.38 -96.88 <br /> 7 3.5 39.1 0.50 0.39 0.25 0.25 0.25 0.25 0.26 <br /> 37.50 21.88 9.38 9.38 9.38 9.38 10.18 -107.05 <br /> 8 4.0 43.8 0.50 0.39 0.25 025 0.25 0.25 0.26 0.29 <br /> 37.50 21.88 9.38 9.38 9.38 9.38 10.18 12.78 -119.84 <br /> 9 4.5 50.0 0.50 0.39 0.25 0.25 0.25 0.25 0.26 0.29 0.33 <br /> 37.50 21.88 9.38 9.38 9.38 9.38 10.18 12.78 16.69 -136.52 <br /> 10 5.0 53.1 0.50 0.39 0.25 0.25 0.25 0.25 0.26 0.29 0.33 0.35 <br /> 37.50 21.88 9.38 9.38 9.38 9.38 10.18 12.78 16.69 18.82 -155.34 <br /> 11 5.5 56.3 0.50 0.39 0.25 0.25 0.25 0.25 0.26 0.29 0.33 0.35 0.38 <br /> 37.50 21.88 9.38 9.38 9.38 9.38 10.18 12.78 16.69 18.82 21.12 -176.45 <br /> 12 6.0 62.5 0.50 0.39 0.25 0.25 0.25 0.25 0.26 0.29 0.33 0.35 0.38 0.42 <br /> 37.50 21.88 9.38 9.38 9.38 9.38 10.18 12.78 16.69 18.82 21.12 26.06 ... -202.52 <br /> 13 6.5 68.3 0.53 0.41 0.28 0.28 0.28 0.28 0.29 0.32 0.36 0.38 0.40 0.44 <br /> 39.38 23.28 10.31 10.31 10.31 10.31 11.16 13.88 17.94 20.15 22.53 27.63 ... -249.47 <br /> 14 7.0 72.5 0.60 0.49 0.35 0.35 0.35 0.35 0.36 0.39 0.43 0.46 0.48 0.52 <br /> 45.08 27.56 13.16 13.16 13.16 13.16 14.12 17.20 21.74 24.18 26.80 32.38 ... -335.76 <br /> 15 7.5 73.9 0.73 0.62 0.48 0.48 0.48 0.48 0.49 0.52 0.56 0.58 0.61 0.65 <br /> 54.77 34.83 18.01 18.01 18.01 18.01 19.17 22.86 28.20 31.05 34.07 40.46 ... -471.22 <br /> 16 8.0 75.9 0.92 0.81 0.67 0.67 0.67 0.67 0.68 0.71 0.75 0.77 0.79 0.83 <br /> 68.81 45.36 25.03 25.03 25.03 25.03 26.48 31.04 37.56 40.99 44.60 52.15 ... -666.95 <br /> 17 8.5 79.1 1.17 1.06 0.92 0.92 0.92 0.92 0.93 0.96 1.00 1.02 1.05 1.09 <br /> 87.74 59.56 34.50 34.50 34.50 34.50 36.34 4209. 50.18 54.40 58.80 67.93 ... -940.38 <br /> 18 9.0 87.4 1.50 1.39 1.25 1.25 1.25 1.25 1.26 1.29 1.33 1.35 1.38 1.42 <br /> 112.50 78.12 46.87 46.87 46.87 45.87 49.24 56.53 66.69 71.94 77.37 88.56 ... -1321.71 <br /> 19 9.5 99.8 1.93 1.82 1.68 1.68 1.68 1.68 1.69 1.72 1.76 1.78 1.80 1.85 <br /> 144.70 102.27 62.97 62.97 62.97 62.97 66.01 75.31 88.15 94.75 101.51 115.39 ... -1857.93 <br /> 20 10.0 114.9 2.50 2.39 2.25 2.25 2.25 2.25 2.26 2.29 2.33 2.35 2.38 2.42 <br /> 187.50 134.37 84.37 84.37 64.37 84.37 88.30 100.28 116.69 125.07 133.62 151.06 ... -2632.53 <br /> 21 10.5 139.4 3.32 3.21 3.07 3.07 3.07 3.07 3.08 3.11 3.15 3.17 3.20 3.24 <br /> 249.04 180.53 115.15 115.15 115.15 115.15 120.36 136.18 157.72 168.66 179.77 202.35 .,. -3854.76 <br /> 22 11.0 711.6 5.50 5.39 5.25 5.25 5.25 5.25 5.26 5.29 5.33 5.35 5.38 5.42 <br /> 412.50 303.13 196.88 196.88 196.88 196.88 205.49 231.53 266.69 284.44 302.37 338.56 ... -8177.64 <br /> W:\Details\Release\Calcs 2013\100NC CBC2013[v1.40].pdf 10/09/2013 01:28:50 PM 0 Pool Engineering, Inc.2013, Page 27 of 51 <br />