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� i <br /> ' &Foot Retaining Wall Adjacent to Driveway <br /> Dimensions Loads <br /> Stem wall height(ft) 7.0 PP 400 <br /> Wall thickness(in.) 8.0 Pn 35 <br /> Soil height(ft) 6.5 Soil xrt 135 <br /> Footing height(in.) 12.0 Conc. 150 <br /> Faotlnglength(ft) 4.50 Fric. 0.4 <br /> Heel length(ft) 3.17 Surcnarye 70 <br /> Tce length(ft) 0.67 lateral 0 <br /> Tce Cover<one ft(ft) 0.0 <br /> Key Depth(in) 0.0 Pc(psi)= 300D <br /> Py(psi)= 6000G <br /> Stablll Top of wall loading= 0 <br /> Base of stem wall loading= 1194 <br /> Base offoofingloading= 263 <br /> Pa= 1.51 <br /> Mor= 4.43 <br /> Part Weight,kips Artn,x; Moment,ft'kips <br /> stem 0.70 1.0 0.70 <br /> footing 0.68 2.3 1.52 <br /> soil 2.78 2.9 8.10 <br /> Pav= Pan lan R1 0.00 1.3 0.00 <br /> 4.15 MR= 10.32 <br /> Overtuminq MR= 10.32 <br /> F.S.oT= 2.33 > 1.5 OK <br /> R�= 2.26 <br /> Slidinq F.S.�= 1.50 < 1.5 OK <br /> GCNuN(� � y.s _ IU3L-'1,43 = 17.83')�';/6= o,7r -au7sso� M�OLE i/s <br /> Z `i,i5 <br /> �,mAX= zwY _ z(tiisn - �q48psf �Zs�Opsf-ok <br /> 3 Z-�C 3(is- �,83 <br /> Design: RAF SI14/2008 <br /> Checked: RKR 0778 Retwalls.xls Sheet�of I� <br />