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•REED 8 ASSOCIATES,PS Title: �oy w <br /> 8311 212th St.S.W. Dsgnr: Date: 9:03AM, 28 SEP 00 <br /> Edmonds,WA 98026 Dascrlptlon: <br /> PH:(425�•778-2793 Seopa: <br /> FAX: (425�-775-2073 <br /> — — ----- __ .. -- – <br /> ' . , �,, ,. ,_ Cantilevered Retaining Walt Design <br /> '" \lrn tl a�su��?nnn.z,�nn;.,��,��nnnnusc. <br /> escnption egacy eve opement an 1 wa pt�on <br /> Summary of Overtuming 8 Resisting Forees 8 Moments —� <br /> ,-_......_.,......,.�. :..... <br /> �..OVERTURNING..... .....RESISTINCa..... <br /> Force Distance Momenl Forca Dlstenc� Mom�nt <br /> Ilem Ibs ft ry.p Ibs N fbN <br /> Heel Ac6ve Pressure = 1,687.4 2.61 4,406.1 Soil Over Heel = 641.7 4.08 2,620.1 <br /> Tue�ctive Pressure = -37.1 0.44 -73.8 Sloped Soll Over Heel = <br /> Surcharye C)ver Toe = Surcharge Over Heel = <br /> Acf�acent Fonting Load = 66.1 8.86 SBS.B Adjacent Fooling Load = 52.6 4.08 274.9 <br /> �cldr.d Lateial Load = Axial Dead Load on Stem = 325.0 3.17 1,029.2 <br /> Lnatl @ Slem Above Soil = Soil Over Toe = 165.0 1.50 247.5 <br /> SeismicLoaU = SurWiergeOverToe = <br /> Stem Weighl(s) = 773.3 3.33 2,577.8 <br /> Tolal = 1,722.5 O.T.M. —4,99S.d Earth Q Slem Transitions= <br /> Resist(nglOverlurning Retio = 7.60 Fooling Weight = 562.5 2.25 7,265.6 <br /> VerUcai loads used lor Soil Pressure= 2,995.7 Ibs Key Weight = p,q2 <br /> Vert.Component = <br /> v�•rtical component of aclive pressure NOT used tor soil pressure Total= -� -2,520.1 Ibs R.M.= �- �7,955.�� <br />