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pool 1201 N. Tustin. venue engineering Anaheim, CA 92807 Inc. Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS 2=6" R.8.8: WALL LOADED BY EARTH PRESSURE TABLE F- EXPANSIVE SOIL YSOIL 45 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Section -► 1 2 3 4 5 6 7 8 9 10 11 12 RM 1 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 Weight 75.00 66.25 37.50 37.50 37.50 37.50 37.50 37.50 39.06 40.63 42.19 46.88 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 -68.75 4 2A 37.5 0.50 0.39 0.25 0.25 37.50 21.88 9.38 9.38 -78.13 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 -87.50 6 3.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 -96.88 7 %3.5 ;:-37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 -106.25 8 4.0 - 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 -115.63 9 4.5 39.1 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.26 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 10.18 -125.80 10 5.0 40.6 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.26 0.27 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 10.18 11.00 -136.81 11 5.5 42.2 0.50 0.39 0.25 025 0.25 0.25 0.25 0.25 0.26 0.27 028 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 10.18 11.00 11.87 -148.88 12 6.0 46.9 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.26 0.27 028 0.31 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 10.18 11.00 11.87 14.67 ... -163.35 13 6.5 52.8 0.53 0.41 0.28 028 0.28 028 0.28 028 0.29 0.30 0.31 0.34 39.38 23.28 10.31 10.31 10.31 10.31 10.31 10.31 11.16 12.02 12.93 15.84 -195.96 14 7.0 56.8 0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.35 0.36 0.37 0.38 0.41 45.08 27.56 13.16 13.16 13.16 13.16 13.16 13.16 14.12 15.11 16.13 19.41 ... -262.61 15 7.5 57.9 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.48 0.49 0.50 0.51 0.54 54.77 34.83 18.01 18.01 18.01 18.01 18.01 18.01 19.17 20.36 21.59 25.47 ... -370.98 16 8.0 60.4 0.92 0.81 0.67 0.67 0.67 0.67 0.67 0.67 0.68 0.69 0.70 0.73 68.81 45.36 25.03 25.03 25.03 25.03 25.03 25.03 26.48 27.96 29.48 34.24 ... •530.76 17 8.5 67.9 1.17 1.06 0.92 0.92 0.92 0.92 0.92 0.92 0.93 0.94 0.95 0.98 87.74 59.56 34.50 34.50 34.50 34.50 34.50 34.50 36.34 38.22 40.13 46.07 ... -760.40 18 9.0 77.5 1.50 1.39 1.25 1.25 1.25 1.25 1.25 1.25 1.26 1.27 1.28 1.31 112.50 78.12 46.87 46.87 46.87 46.87 46.87 46.87 49.24 51.63 54.06 61.55 ... -1084.51 19 9.5 89.2 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.68 1.69 1.70 1.71 1.74 144.70 102.27 62.97 62.97 62.97 62.97 62.97 62.97 66.01 69.07 72.17 81.87 ... -1542.85 20 10.0 103.9 2.50 2.39 2.25 2.25 225 2.25 2.25 2.25 2.26 2.27 2.28 2.31 187.50 134.37 84.37 84.37 84.37 84.37 84,37 84.37 88.30 92.25 96.25 108.42 -2209.33 21 10.5 127.5 3.32 3.21 3.07 3.07 3.07 3.07 3.07 3.07 3.08 3.09 3.10 3.13 249.04 180.53 115.15 115.15 115.15 115.15 115.15 115.15 120.36 125.59 130.86 146.88 ... -3268.50 22 11.0 602.2 5.50 5.39 5.25 5.25 5.25 5.25 5.25 5.25 5.26 527 5.28 5.31 412.50 303.13 196.88 196.88 196.88 196.88 196.88 196.88 205.49 214.13 222.81 249.05 ... -6970.47 W:1Details\Re1ease\Calcs 20131100NC CBC201310.401.pdf 10/09/2013 01:28:50 PM 9 Pool Engineering, Inc. 2013, Page 24 of 51