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Restrained Retaining Wall Calculations r,��eci: o� oas v,,��n wrn•. <br /> e�ceon Tan��,e�..�enn,nn a�yms aeser�m ey: nc;i <br /> oate: 5/Z.'.1�K <br /> Dr_SjypISSSLmRSfOnS <br /> pc ... . �d� ps f.S. <br /> �y = m ksi Ocanny U 7J <br /> Sotl f7edring Capatily,5= '�"!i� ps! <br /> fquivalent Soil 1'ressum,g= Lr pc! Min.Cuvcr = ��'� �� <br /> Soll Welghl,w= I/b pd dp,.ni' G.19 In <br /> Wall Wldlh,6= '; in <br /> Design d = '��� in +�,-, <br /> foo�ing Depth,T= I1 In � - � a <br /> wan�,��g��,.�,_ ,��,�o n �. <br /> Tolal fooling Widlh,D= f0 In / �.�_�--�� �� <br /> ri = x �eo msni �----- R� <br /> --b <br /> l i = (h^2)•rR= w= 7.aoa ILs W <br /> Mn�ls =0.1783WH= 7,SGfr 141b5 N <br /> N7 -W/3- nG] Ibs <br /> R7 - 7W/7 =. 1.731 Ihs �'•c.��b � <br /> 7 � � .� —~ —__ <br /> �-j.—�, � ___ Ri <br /> u <br /> . .. — i.'�i n i tr <br /> --- -- k 5 bar af 10�n U Y. <br /> ---'—"'— p 5 bar at I7 in U.f. <br /> �+ISbTfal �7inOL <br /> OSdPP9.C�Q�Ci4Y 18d� <br /> C�. � <br /> Min y per Soil Oearing Capacity . �i 5 I�ur al IG in U C. <br /> y� = s/((m{,�oT�)�soarq a� in - bro>�e•o�iv) <br /> Itrinfor�rtmCnt_515�7 <br /> 14u= 1.4Ma= 3,592 R-Ns __——_ -. ----' <br /> Mn = 14u/0.9= 3,991 R-Ibs ' <br /> i1Ii.��/�,nn 4j1� i.�/�,ronr, <br /> :��.� =i����/��_Q.Q25�)J� in.�sl�fn�����n it.��KS,�..�h/. `�\ lr � . � _ _�-- � <br /> Jr ��' �� z <br /> AS-. 0](ld 51/II <br /> Area ul S�rcl,As(si/!�) — — <br /> nr lii ��1�. I ' uu�_ Itin�Jt •r-.�nu�. <br /> U�u_ii <br /> - a 0.393 0.794 U.236 0.196 D.160 0.147 <br /> � 5 0.613 OAbO 0.3G8 0.307 0.2G3 0.730 <br /> v n O.BB3 0.662 0.530 OA42 0.37d 0.331 <br /> 7 7p) 0,902 OJ21 O.GO7 U515 O.n57 <br /> �,57p 1.178 0.9a2 OJBS 0.673 �589 <br /> USC R '�.P u ai I���n�•� VertlGal �5= IL3GP 51/Il <br /> llsc/ '.���� �.� . �n � Horizonlal <br /> � <br />