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pool 1201 N. Tustin, ;nue <br /> engineering Anaheim, CA 92807 <br /> inc Fax: (714) 630-6114 <br /> Phone: (714) 630-6100 <br /> SAMPLE CALCULATIONS SECTION 10, NO R.8.8- <br /> RESISTING MOMENT METHODOLOGY SHALLOW/DEEP END RAMP-DETAIL x11 <br /> WALL LOADED BY EARTH PRESSURE <br /> A,• 0.500 b Q 0.730W,= 75.0o b <br /> M,• 54.T7 R.R <br /> At. 0.490 e Q 0.120 <br /> W,- 72N IE <br /> Mt• 5203 54E <br /> Ap 0.09 01 Q 0]09 <br /> Wy 1180 b <br /> M,• -50.99 54b <br /> A,= 0,479 d Q 0.309 <br /> w,. 7t.00 to <br /> M.• 50.99 54b <br /> At• 0.109 0° Q 0.099 <br /> We 702t b <br /> My 49.161. <br /> Ae 0.150111 © 0809 <br /> we 05.19 to <br /> Mr J7.N na <br /> A,• 0.4%R1 0.859 <br /> Wr 68.706 <br /> M, -WU" <br /> Ae 0.SO e O O.BR <br /> We 01.52 b <br /> M1, u 5.b <br /> Ae OM2 r (D 0.593 <br /> we 6e 9 b <br /> MP -39.31 n.0 <br /> Aw 0.450 a 0519 <br /> Ww 67.47 b <br /> M,d -35.03 Mb <br /> M,• 0.000 n' O O00 <br /> W„• 0.00 b <br /> M„• 0.00 0-b <br /> A,1• 0.00001 0 <br /> W”. 0.00 b <br /> Mn' 0.00 ft4b <br /> A,, 0.000 61 G o CAO <br /> w,• 0.00 i5 <br /> M,1= 0.00 nob <br /> A <br /> RMA= M1+M2+M3+M4+MS+M6+M7+Ma <br /> +M9+M70+M11+M12+M13 = -473.22 ft-Ib <br /> WADetailMRelease\Calcs 2013\100NC CBC2013[v1.401.pdf 10/09/2013 01:28:50 PM 0 Pool Engineering, Inc.2013, Page 48 of 51 <br />