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To specify your own <br />Title I Habitat Everett - 10 Foot Well <br />Page. <br />special title block here, <br />Job # 08-362 Dsgnr, Date: <br />AUG 212M <br />use the "Settings' screen <br />Description.... <br />and enter your title block <br />information. <br />This Wall in File: g:�2008 <br />jobs�8234 habitat everetticalcslret <br />Retain Ic11989-2oa <br />Cantilevered Retaining Wall Design <br />Code: IBC 2003 <br />aton0: P-1134915 <br />Registration # : RP•1134915 <br />Footing Design Results <br />Toe <br />Heel <br />Factored Pressure = 2,383 <br />1,902 psi <br />Mu': Upward = 3,589 <br />0 R-# <br />Mu': Downward = 528 <br />0 tl-# <br />Mu: Design = 3,061 12,382 ft-# <br />Actual 1-Way Shear = 11.31 <br />30.69 psi <br />Other Acceptable Sizes & Spacings <br />Allow 1-Way Shear = 76.03 <br />76.03 psi <br />7 oe Reinforcing = # 4 @ 18.00 in <br />Too Not req'd, Mu < S • Fr <br />Heel Reinforcing = # 4 @ 9.00 in <br />Heel: #4@ 8.00 In, #5@ 12.50 in, #6@ 17.75 in, <br />#7@ 24.00 in, 48@ 31.75 in, #9@ 40 <br />Key Reinforcing = None Spec d <br />Key: No key defined <br />Summary of Overturning_ & Resisting <br />Forces & Moments <br />.....OVERTURNING..... <br />Force Distance Moment <br />.....RESISTING..... <br />Force Distance <br />Moment <br />Item Ibs <br />it <br />h-# <br />Ibs it <br />if #__ <br />Heel Active Pressure = 2,775.9 <br />3.83 <br />10,631.3 Soil Over Heel = <br />9,333.3 4.92 <br />45,8BB 9 <br />Too Active Pressure = -53.6 <br />0.58 <br />-31.3 Sloped Soil Over flee[ _ <br />Surcharge Over Toe = <br />Surcharge Over Heel = <br />233.3 4.92 <br />1,147.2 <br />Adjacent Footing Load = <br />Adjacent Footing Load = <br />Added Lateral Load = <br />Axial Dead Load on Stem = <br />235.0 2.04 <br />479.8 <br />Load @ Stem Above Soil = 20.0 <br />11.75 <br />235.0 Soil Over Toe = <br />175.0 0.88 <br />153.1 <br />Surcharge Over Toe - <br />Seismic Stem Sell Wit = 195.3 <br />6.75 <br />1,317.9 Stem Weight(s) _ <br />1,375.0 2.17 <br />2,979.2 <br />Earth @ Stem Transitions _ <br />Total = 2.937.6 <br />O.T.M. <br />= 12,691.2 Footing Weight = <br />1,359.4 3.63 <br />4,927.7 <br />Resisting(Overturning Ratio <br />= <br />5.73 Key Weight = <br />Vertical Loads used for Soil Pressure = 12,808.0 Ibs Vert. Component _ <br />---. <br />987.2 7.25 <br />7.157A <br />-- <br />Total = <br />13,698.2 Ibs R.M.= <br />62,733.0 <br />Vertical component of active pressure NOT used for soil pressure <br />