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Title : i Job # <br />Dsgnr: Date: 8.46AM, 14 NOV 07 <br />Description <br />Scope: <br />Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 <br />M7 Vol 5ee.r-0«-zoo3 Cantilevered Retaining Wall Design Page z' <br />4ERCALC EMir"nno SohMa'u <br />Description <br />Summary of Overturning & Resisting Forces & Moments p <br />.....OVERTURNING..... .....RESISTING..... <br />Force Distance Moment Force Distance Moment <br />Item Ibs ft it-# _ _ Ibs _ ft __ it-# __ <br />Heel Active Pressure = 1,929.4 3.50 6,752.8 Sail Over Heel = 2,438.3 4.58 11,175.7 <br />Toe Active Pressure = <br />Surcharge Over Toe = <br />Adjacent Footing Load = <br />Added Lateral Load = <br />Load @ Stem Above Soil = <br />SeismicLoad = <br />Total = 1,929.4 <br />Resisting/Overturning Ratio <br />Vertical Loads used for Soil Pressure = <br />2.50 <br />O.T.M. = 6,752.8 <br />4.09 <br />7.553.5 Ibs <br />Vertical component of active pressure used for soil pressure <br />Sloped Soil Over Heel = <br />Surcharge Over Heel = <br />Adjacent Footing Load = <br />Axial Dead Load on Stem = <br />Soil Over Toe = <br />Surcharge Over Toe = <br />Stem Weight(s) _ <br />Earth @ Stem Transitions= <br />Footing Weight = <br />Key Weight = <br />Vert. Component = <br />Total = <br />800.0 <br />3,08 <br />2,466.7 <br />1,2100 <br />1.38 <br />1.663.8 <br />110.0 <br />1.38 <br />151.3 <br />966.7 <br />3.08 <br />2,980.6 <br />862.5 <br />2.88 <br />2,479.7 <br />1.166.0 <br />5.75 <br />6,704.8 <br />7.553.5 Ibs <br />R.M: <br />27,622.4 <br />VON <br />