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6-1 <br /> Soldier Pile and Tieback <br /> 24 ft Wall with Post-Grouting <br /> Depth(ft) <br /> -0 <br /> -5 1\ <br /> - 10 <br /> - 15 <br /> -20 <br /> -25 <br /> -30 <br /> 0 1 ksf <br /> - 35 <br /> <ShoringSuite> CIVILTECHSOFTWARE USA www.civiltech.com <br /> Licensed to 4324324234 3424343 Date: 3/21/2018 <br /> File: N:\PROJECTS\2017\81175122\Working Files\Calculations-Analyses\Soldier pile with single tieback.sh8 <br /> Wall Height=24.0 Pile Diameter-2.5 Pile Spacing=6.0 Wall Type: 2. Soldier Pile, Drilled <br /> PILE LENGTH: Min. Embedment=6.17 Min. Pile Length=30.17 <br /> MOMENT IN PILE: Max. Moment=396.23 per Pile Spacing=6.0 at Depth=14.80 <br /> PILE SELECTION: <br /> Request Min. Section Modulus= 144.1 in3/pile=2361.11 cm3/pile, Fy=50 ksi= 345 MPa, Fb/Fy=0.66 <br /> W18X76 has Section Modulus = 146.0 in3/pile=2392.50 cm3/pile. It is greater than Min. Requirements! <br /> Top Deflection=-0.57(in)based on E(ksi)=29000.00 and I(in4)/pile=1330.0 <br /> BRACE FORCE: Strut, Tieback,Plate Anchor, Deadman, Sheet Pile as Anchor <br /> No. &Type Depth Angle Space Total F. Horiz. F. Vert. F. L free Fixed Length <br /> 1.Tieback 4.0 40.0 6.0 141.8 108.6 91.1 15.4 36.1 <br /> UNITS: Width,Diameter,Spacing,Length,Depth,and Height-ft; Force-kip; Bond Strength and Pressure-ksf <br /> DRIVING PRESSURES(ACTIVE,WATER, &SURCHARGE): <br /> Z1 P1 Z2 P2 Slope <br /> 0 0 2.67 .9266 0.347056 <br /> 2.67 .9266 10.67 0.927 0.000045 <br /> 10.67 0.927 24 0 -0.06954 <br /> 0 .420 24 .420 0.000000 <br /> PASSIVE PRESSURES: <br /> Z1 P1 Z2 P2 Slope <br /> 26 .8 100 30.40 .4 <br /> ACTIVE SPACING: <br /> No. Z depth Spacing <br /> 1 0.00 6.00 <br /> 2 24.00 2.50 <br /> PASSIVE SPACING: <br /> No. Z depth Spacing <br /> 1 24.00 6.00 <br /> UNITS: Width,Spacing,Diameter,Length,and Depth-ft;Force-kip;Moment-kip-ft <br /> Friction,Bearing,and Pressure-ksf;Pres.Slope-kip/ft3;Deflection-in <br /> I <br />