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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 13, NO R.B.B. <br /> RESISTING MOMENT METHODOLOGY TABLEA-NON-EXPANSIVE SOIL <br /> WALL LOADED BY EARTH PRESSURE <br /> A- D.s6D� O 1.s39 <br /> Wp ]S.W <br /> M, .11250 0b <br /> Ap <br /> W;- 5525 <br /> 5550 M 1.289 <br /> M,• .78,12 bb <br /> A• 0250 Rt 1250 <br /> Wt 3].50 b <br /> MP 46.871-M <br /> N. 0250 e O 1250 <br /> Wr 3].50 ro <br /> Mp 4867 Rb <br /> A- 0250 R' (D1290 <br /> 'Mf- 37.50 ro <br /> t4• 4887 RA <br /> A' 02500 O 1250 <br /> N. 37.50 b <br /> M.• 46.57 bb <br /> Ap 0290 r2 O 1250 <br /> W, 3].50 0 <br /> Mp 40.8 bb <br /> A' 025D fe Q 1142 <br /> W1- 3].58 i6 <br /> M,= 4805 Rb <br /> A= 0253 fe t.m <br /> We' 3].90 b <br /> Mp X6.601 b <br /> A, One K '® 1.0% <br /> W,.- 36.63 b <br /> M, 42251-6 <br /> A,• 0265 e Q 0.966 <br /> W„• 39.80 b <br /> Mn- -37A 4 <br /> AY 0276 a 38 <br /> W„ 81.666 <br /> M,>• -3059 tb <br /> 0.e• 0289 k O l61 <br /> W,:• 43.38 b <br /> My -19.99 Rb <br /> A <br /> RM,= M1+M2+M3+M4+M5+M6+M7+M8 <br /> +M9+M10+M11+M12+M73= -646.82 ft-Ib <br /> W:1Details\ReleaselCalcs 2013\100NC CBC2013[v1.40].pdf 10/09/2013 01:28:50 PM m Pool Engineering, Inc.2013,Page 9 of 51 <br />