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• � Lc_�— -0" Tall, Piles @ 6'-0"OG <br /> Anchors @ 10'-0" OC <br /> Depth(R� <br /> 0 - � - - - - - - - -- -- -- - �- - - - -- -� - � - - - - - - � <br /> � <br /> 1 _ <br /> s �I� I� <br /> � -- - ----- -- --- - --- -- -- -- - - -- -- - - \I <br /> I \ <br /> ; � <br /> I ,o � <br /> �i � � � <br /> I �� � -' <br /> / � \ <br /> �- `� <br /> � <br /> �� \� <br /> � <br /> �'---- - — - - — <br /> L zJ '-- <br /> Q , •5� <br /> � - _ __ f <br /> <ShoringSuite> CIVILTECH SOFTWAftE USA wvr.v.civillechsoftware.com <br /> Licensed to s324324234 342a3a3 Date: 712��2012 <br /> Fde. R�012 Pro�ecls\12C20.10 Schenck Res�dencelEngineering\LC2=H.O7E�6R 1311 tOft anchors 5hB <br /> UNITS. Dimens�on•fl; Force and Shear•kip;Pressure d Stress•ksf;Moment-kip-fl:Pre,.5!ope�k orft3. Defec;ion-m <br /> Wall Height=6 0 Pile Diameter=0 3 Pite Spacing=6 0 4'Jall Type: 3 Soldier P�le, Dnvng <br /> PILE LENGTH: Min. Embedment=l3 38 Min. Pile Length=19.38 <br /> MOMENT IN PILE: Max Moment=2 08 per Pile Spacing=6.0 at Deplh=8 59 <br /> BRACE FORCE: Strut, Tieback, Plate Anchor, and Deadman <br /> No. & T� _ Depth __ Angle Space To!al F. Horiz. F. Vert F. L_free Plate Number <br /> 1. Plate 3.5 18.0 10.0 5.3 5.1 1.6 2.6 3.0 <br /> UNITS: Width,Diameter,Spacing,Lenglh,Depth,and Heighl - ft; Force-kip; Bond Strength and Pressure - ksf <br /> DRIVING PRESSURES (ACTIVE, WATER, 8 SURCHARGE): <br /> Z1 P1 Z2 P2 Slope <br /> 0 0 800 28 000 035 <br /> 0 0 6 0 029 00.9 <br /> PASSIVF PRESSURES: <br /> Z1 P1 Z2 P2 Slope <br /> -- -- - - - - _ -- <br /> 10.0 0.00 800 0 9a 80 0.120 <br /> ACTIVE SPACING: <br /> No. Z deplh Spaang <br /> --- 1 - - 0.00 4A0 <br /> 2 6.00 025 <br /> PASSIVE SPACING: <br /> - No -- Z depth - -- Spacing --- - - -J - -- <br /> 1 6.00 0.25 <br /> UNITS Width,Spacing,Diameter,Length,and Depih - fi; Force-kip; Moment -kip-ft <br /> Friction,Bearing,2nd Pressure -k;(, Pres. Slope -kip/ft3; De(lection - in '� <br />