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6•FOOT RETAINING WALL <br /> Dimensions Loads <br /> Stem wall height(ft) 6.D PP 4�0 <br /> Wall thickness(in.) 6.0 PA 35 <br /> Soil height(ft) 5.5 Soil wt 130 <br /> Footing height(in.) 10.0 Conc. 150 <br /> Footing length(ft) 2.75 Fric. 0.53 <br /> Heel length(ft) 1.75 surcharge 0 <br /> Toe length(ft) 0.5Q lateral 0 <br /> Toe Cover<one ft(ft) 0.0 <br /> Key Depth(in) 0.0 fc(psi)= 3000 <br /> fy(psi)= 60000 <br /> Stabilit Top of wall loading = 0 <br /> Base of stem wail loading= 529 <br /> Base of footing loading = 222 <br /> Pa= 0.70 <br /> MoT= 1.48 <br /> part Weight,kips Arm,x; Moment,ft'kips <br /> stem 0.45 0.8 0.34 <br /> footing 0.34 1.4 0.47 <br /> soil 125 1.9 2.35 <br /> Pa�= Pah ta� II1 0.00 1.0 0.00 <br /> Ewt= 2.05 Ma= 3J6 <br /> Overturninq MR= 3.16 <br /> F.S.oT= 2.73 > 1.5 OK <br /> Rs�= 1.56 <br /> Slfdinq �.S.S�= 2.22 > 1.5 OK <br /> � � z�S , , <br /> 13EM1 NG � -C= � _ �; � M,sr = zaS _ 3,16' L48 � 0,56 � �{�= �G� 0, 46 �JC7 !^1C��i <br /> Z � � z z,o5 <br /> ,�,x= Z P : z(Zoso = 1,677pyF < Z,�psf -Ok <br /> � 3 z-�e .2 �s_ v.S6 <br /> 2 <br /> Design: RAF 2112/2009 <br /> Cher�ed: RKR 0917Retwall.xls Sheet�of 3 <br />