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• ' LC. � . -0" Tall, Piles @ 6'-0"OC <br /> Anchors @ 10'-0" OC <br /> Depth(h) <br /> � \ . ,' _'_ _.'__ "' _ ___' . ."_ ' .__ _ ' _ " <br /> 1 \ <br /> 5 -- - - - - - - - -- - ---- -- - - - \���� - <br /> �\ I <br /> .\ <br /> - 10 �'� � <br /> ��� " <br /> � <br /> �5 _. .. .— � --- -- - <br /> p 1 4:s1 <br /> �--__-- _. _ _____. '— _ _ _ —_� <br /> <ShoringSuite> CIVILTECH SOFTINARF. USA vrvrw.civiltechso!hvare.com <br /> L�censed to a32a324234 342a3a3 Dale:712 112 0 1 2 <br /> Fie R��2012 Projecls112080.10 Schenck Residence�Engineerim��LC1=H�Lit,a:i 7Ctt archors s��B <br /> UNRS�. Oimension•ft;Force and Shear-kip:Przssure and S're>s-Fsf,ILon�.cnt-Mip�!r, Pres. S-cFe-F.�p;h3,DeOectmn-i� <br /> Wall Height=6.0 Pile Diameter-0.3 Pile Spacing=6 0 Wall Type. 3 Soldier Pile, Driving <br /> PILE LENGTH: Min. Embedmenl=9.10 Min. Plle Lenglh=15.10 <br /> �v10MENT IN PILE Max. Moment=1.44 per Pite Spacing=6.0 at Depth=7.03 <br /> BRACE FORCE: Strut, Tieback, Plate Anchor, and Deadman <br /> No. & Type Deplh Anc,'e Space Total F. Horiz. F. Vert. F. L_free Plale Number <br /> 1. Plate 3 5 18 0 10.0 4.5 4.3 1.4 5.7 3.0 <br /> UNITS: Width,Diameter,Spacing,Lenglh,Deplh,and Heigh� - ft; Force-kip; Bond Strength and Pressure -ksf <br /> DRIVING PRESSURES(ACTIVE, WATER, 8 SURCHARG�): <br /> Z1 P1 22 P2 Slope _ <br /> 0 0 800 28.00 035 <br /> PASSIVE PRESSURES: <br /> Z1 P1 Z2 P2 Slope <br /> -- - - - -- - —__ _ - - - - <br /> 10.0 0.00 800.0 94.80 0.120 <br /> ACTIVE SPACING: <br /> No Z deplh_ Spacing_ _ _ _ __ <br /> -- --- � 0.00 �4.00 <br /> 2 6 00 025 <br /> PASSIVE SPACING: <br /> No. Z deplh _ ___ Spacing_ _ . _ <br /> — 1 6.00 U.50 <br /> UNITS: Widlh,Spacing,Diameter,Length,and Depth -ft; Force -kip; Moment - kip-fl <br /> Friclion,Bearing,and Pressure - ksf; Pres. Slope -kip/ft3; Defleclion - in <br /> LI <br />