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• �� ( . -0" Tall, Piles @ 6'-0"OG <br /> Anchors @ 8'-0" OC <br /> Depth(N� <br /> I0 ..\ - � - - � � - - -. . - . - . _ . <br /> I � <br /> .\ <br /> ' \ `� <br /> 5 _ . . �.I`,, <br /> li „ <br /> I . _ _ __ ___ _ _ _ _ __ " _ . . ,_ . . __ _ ' . <br /> � � <br /> �- 10 - �� <br /> i <br /> /l _ <br /> i <br /> I� t5 -/-----� � -�--- - � --- ---�--.— <br /> p 1 ksf <br /> �--�-----._ . . - -- ---.. . . I <br /> <Shoring5uite> CIVILTECH SOFTWARE USA www.civiilechsoftware.com <br /> l�cersed ro s32a324234 142e?4J Date� 7i23/2017 <br /> File. R.VOf 2 Projects112080.10 Schenck ResidencetEng��neering�LC1=M�6k tall 8R anchorssn8 <br /> UNITS: Dimznsion•fl, Force and Shear-klp;Pressure and Stress-ks��.Moment•kip�h;Pres. Sbpe•kiplR3;Deilection-in. <br /> Wall Height=6.0 Pile Diameter=0.3 Pile Spacing=6.0 Wall T;oe: 3. Soldier Pile, Driving <br /> PILE LENGTH: Min. Embedment=9.10 Min. Pile Length=15.10 <br /> MOMENT IN PILE Max. Moment=1,44 per Pite Spacing=6.0 at Depth=7.03 <br /> BRACE FORCE: Strut, 7ieback, Plate Anchor, and Deadman <br /> No. 8 Type _ _Depth Angle Space __ Totai F. Horiz. F. _Vert. F. L free Plate Numbrr <br /> t. Plate 3.5 18.0 8.0 3.6 34 1.1 5.7 2A <br /> UNITS Width,Diameter,Spacing,Length,Depth.and Height- fY, Force -kip; Bond Sirenglh and Pressure - ksf <br /> DRIVING PRESSURES(ACTIVE, WATER, & SURCHARGE): <br /> Z1 F'1 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. Zdepth Spacing _____ _ __ <br /> 1 U.00 4.00 <br /> 2 6.00 025 <br /> PASSIVE SPACING <br /> No. Z depth Spacing ____ _ _ <br /> --- - i -- — — 6.00 0 50 <br /> UNITS: Width,Spacing,Diameler,Length,and Depth -ft; Force -kip; Moment -kip-ft <br /> Friction,8earing,and Pressure - ksf; Pres. Slope -kiplft3; Deilection - in <br /> 7 <br /> .� <br />