Laserfiche WebLink
• � ��2 '-0" Tall, Piles @ 6'-0"OG <br /> Anchors Li 8'-0" OC <br /> Dzplh(fi) <br /> - 0 .\ -- �-- - - - -------- - - � - - I - <br /> 1 �5 � •`I\ <br /> i - -- - - - -- - - --- -- - - -- - - -- - - -- - �� � <br /> � <br /> �� <br /> f �� / �� <br /> �.-� <br /> ( � <br /> �5 � <br /> �% <br /> 20 /-- ---- - ---- -. . . — - � - ---- - -- '-- <br /> p 1 '.�. <br /> I <br /> <Shoring5uite> CIVILTECH SOFTWARe USA www.civiltect�soltware.com <br /> I.icensed;o �3?432423» 34243a3 Date: 7/23�2012 <br /> Fdr R 12012 Pro�ecls\12080.10 Schenck Residence�Engineering�LC2=H+0.iEl6ft tall Bft anchorssh0 <br /> UNITS Dimens�on-fT, Force and Shear-k�p;Pressure and Stress•ksf;Moment•kip-fl:Pres.Slope-k�p�`3, De9ection-in <br /> Wall Height=6.0 Pile Diameter-0.3 Pile Spacing=6.0 Wall Type 3 Soldier Pde, Driving <br /> PILE IENGTH: N n. Embedment=13.38 Min Pile Length=l9 38 <br /> MOMENT IN PILE: Max. Moment=2.08 per Pile Spacing=6.0 at Depth=8 59 <br /> BRACE FORCE: Strut, Tieback, Plate Anchor, and Deadman <br /> No. 8 Type Depih _ Angle Space Total F. Horiz. F. Vert F. L_(ree Plate Number <br /> 1 Plate 3.5 18.0 8.0 4.3 4.1 1.3 2.6 J3 0 <br /> UNITS Widlh,Diameter,Spacing,Length.Depth,and Height - ft; Force- kip; Bond Strength and Pressure -ksf <br /> DRIVING PRF.SSURES (ACTIVE, WATER, 8 SURCHARGE): <br /> Zt p1 Z2 P2 Slope <br /> 0 0 800 28.000 035 <br /> 0 0 6 0 029 0049 <br /> PASSIVE PRESSURES: <br /> Z1 P1 Z2 P2 Slopc <br /> l0A 0 OD 800 0 94 80 0 120 <br /> ACTIVE SPACING <br /> No Z depth Spac�ng _ _ <br /> 1 0.00 4,00 <br /> 2 6.00 0.25 <br /> PASSIVE SPACING: <br /> No ______ Zdepth Spacing _ <br /> 1 6.00 025 <br /> UNITS: Width,Spacing,Diameler,length,and Depth - ft; Force-kip; Moment- kip•ft <br /> Friction,Bearing,and Pressure -ksf; Pres. Slope - kiplft3; De(lection - in ( <br /> �!J <br />