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. • � � � -0" Tall, Piles @ 6'-0"QG <br /> Anchors @ 12'-0" OC <br /> Depth(R) <br /> '- - - --- - -- ' --- -- -- - - - - - - - <br /> -- - -- -- - - - - - - - � <br /> � <br /> �� <br /> � ' �`\ _, <br /> 5 � - " - - - - .y '\\,-,_, <br /> - -- -- . " - -- -- - - - - - - � - - - - - - - - - - � - - - .,. <br /> \ <br /> \ <br /> �\ <br /> .� <br /> 10 � <br /> i j'� � � <br /> % � \ <br /> i <br /> / <br /> 15 /— - ---- - - - � � ----\ ` <br /> p 1 ksf <br /> I — <br /> <ShoringSuite> CIVILTECH SOFTWARE USA wmv.civiltechsohwarc.com <br /> Licens>d l0 432432a23t 3e2a343 Date. 7/27i2012 <br /> Fde.R.�2012 PmjectsU2080.10 Schenck Resitlence�'engineeringlLC1=H`,6h tall 12ft anchors sh9 <br /> UNITS�. Dimension-ft; Force and S�ear-kip;Pressure and Slress-ks(;fdomect-kip�ff, Pres Slepe�kiplft3; Deflection � m. <br /> Wall Height=6.0 Pile Diametei=0.3 Pile Spacing=6.0 Wall Type: 3. Soldier Piie, Driving <br /> PILE LENGTH: Min. Emtedmenl=9.10 Min. Pile Lenglh=15.10 <br /> MOMENT IN PILE. Max. Moment=1.44 per Pile Spacing=6.0 at Depth=7 03 <br /> BRACE FORCE: Slrut, Tieback, Plate Anchor, and Deadman <br /> No. & Type_ Depth _ Angle Space Total F. Horiz. F. Vert. F L_free Plate Number <br /> 1. Plate 3.5 18.0 12.0 5.4 52 17 5.7 3.0 <br /> UNITS: Width,Diameter,Spacing,Length,Deplh,and Height -tt; Force- kip; Bond Sirenglh and Pressure-ksf <br /> DRIVING PRESSURES (ACTIVE, WATER, & SURCHARGE): <br /> Z1 p1 Z2 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 depth Spacing <br /> 1 0.00 4.00 <br /> 2 6.00 025 <br /> PASSIVE SPACING: <br /> No. Z deplh _ Spacing __,_ __ <br /> 1 6.00 0.50 <br /> UNITS: Widih,Spaoing,Diameter,Lenglh,and Deplh -ft; Force-kip; Moment- kip-ft <br /> Friction,Bcaring,2nd Pressure • ksf; Pres. Slope -kip/ft3; DeOection - in <br /> 5 <br />