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(. � <br /> • 10•Foot Retaining Wall <br /> Dimensiona Loada <br /> Stem wall height(ft) 11.0 PP 400 <br /> Wall thickness(in.) 8.0 Pn 35 <br /> Soil height(ft) 10.5 5oil wt 135 <br /> Footing height(in.) 14.0 Conc. 150 <br /> Footing length(ft) 7.25 Fric. 0.4 <br /> Heel length(ft) 5.92 Surcharge 35 <br /> Tce length(ft) 0.61 lateral 0 <br /> Tce Cover<one ft(ft) 0.0 <br /> Key Depth(in) 0.0 Pc(psi)= 3000 <br /> pY(PS�)= OOd <br /> Stabili Top of wall loading= 0 <br /> Base oi stem wall loading= 2297 <br /> Base of footing loading= 408 <br /> Pa= 2.79 <br /> Mor= 11.65 <br /> Part Weight,kips A�,�4 Moment,ft'kips <br /> stem 1.10 1.0 1.10 <br /> footing 1.27 3.6 4.60 <br /> soil 8.39 4.3 35.99 <br /> Pa�= Pan t2f1 fZj 0.00 1.3 0.00 <br /> 10.76 Mq= 41.69 . <br /> Overlurninq MR= 41.69 <br /> F.S.oT= 3.58 > 1.5 OK <br /> RS�= 5.04 <br /> Siidin F.S.SL= 1.81 > 1.5 OK <br /> 13CARIN�i: � _ �_ - M�ar = 7.zs _ 4�,bR-II.bS = D, 83�� ���=��= I,t� 14TPD16 ��3 <br /> Z- �„iT 1 I D.76 <br /> g,„�x: ,� f �± be 1 = �o,�b �r+ b ro.e3) l= z so�r psf x 2soapsf _bk <br /> � l � � �.Ts .�zs 1 <br /> Design: RAF 5/14/2008 <br /> Checked: RKR 0778_Retwalis.xls Sheet$of 10 <br />