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pool 1201 N. Tustin avenue <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 FOOTING SURCHARGE-TABLED-3.00 FT.FROM WATER <br /> WALL LOADED BY EARTH PRESSURE AND 2-STORY BUILDING SURCHARGE <br /> A,• O.Sea OO 150D <br /> W,• ]5.00 Ib <br /> M,• -11350 RJb <br /> Ae 0.375 a 1.389 <br /> we 50351b <br /> me .7a.11 RJb <br /> Ap 0350 R' O 1350 <br /> W� 3].50 m <br /> me J 'w Rib <br /> " 0250 R' 1.250 <br /> W.• 3].50 m <br /> If— <br /> MA 4a.m Rm <br /> A, 0]50 Ilv (D 1350 <br /> W.+ 3].50 m <br /> M.+ 46.0]ibm <br /> Ae 0350 R' O 12% <br /> WO 37.50Ib <br /> M.• -Ia.m mm <br /> Ap 0250 RJ O 1350 <br /> Z 37.50 Ib <br /> M,• <br /> A.' 0789 e Q 1381 <br /> W. IO33 m <br /> M.• -50.05 Mb <br /> Ae• 0209 a 1233 <br /> Wv' �,> m <br /> My _57,11 RJb <br /> Me• 0.312 IF 1.1a1 <br /> W,y 5137 m <br /> Zm R <br /> A., 0.3571Y n 1.07 <br /> w,,. ue9 m <br /> Mn• SS.K R.m <br /> A,;= 0.388 Ilv 0. 9 <br /> Wi;• 50.10 m <br /> M�1= 49.37 RJb <br /> Acv 0.414 R' 0.585 <br /> w W 63.11 m <br /> Mu• J8.36 R-m <br /> A <br /> RMA= MI+M2+M3+M4+M5+M6+M7+M8 <br /> +M9+M10+M11+M12+M13= -734.68 ft-Ib <br /> WADetails\Release\Calcs 2013\100NC CBC2013 lv1.401-pdf 10109/2013 01:28:50 PM 0 Pool Engineering,Inc.2013, Page 34 of 51 <br />