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Structural Deatgn Associates, Inc. <br />22t0 Hewf2f Av�, Sulte 4Q1 <br />Everett, WA 98201 <br />G� <br />Title : Job M <br />papor. ONs: 12:53PM, 71 APR OS <br />Dascrip[ion : <br />x�; <br />Code Ret ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 <br />Resirained Reta�ning Wali Design <br />: Siab <br />is FIXED at <br />Paye 2 <br />Forces acting on tooHng for soil pressure >» g�{�pFac�can �ahainod.hgdtieadj�nta4b <br />Load 6 Mom�M Summary For Footlnp : Fw Soll Prwurr Calc� <br />Moment � Top of Foolirg Applfed Gom � = J,323.6 h�[ � <br />Swchsrge Over Heel = ibs fl R-R <br />Azia� Dead Loed on Stem �= t,500.01bs 2.39 fi 3,500.0 R-N <br />SoilOverToe = Ibs ft ft� <br />S�roharge (wm Toe � �s R RaR <br />Stem Waight = 966.71bs 2.33 ft 2,255.6 flat <br />SoG pver Ftee1 � 870.8 �s 3.08 R 2,685. t R-�R <br />FooUng Welpht r 422.91bs 1.75 ft 740.1 ft�M <br />Tofal Vertical Force = 3,760.41bs Base Moment = 5,8572 RaR <br />Soil Pressure ResulUng Moment = 72�.QtaF <br />