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Soldier Pile and Tieback <br /> 24 ft Wall with Post-Grouting <br /> Depth(ft) <br /> - 0 1,1 <br /> 141.8 ki• <br /> 5 <br /> - 10 <br /> - 15 <br /> -20 <br /> -25 <br /> -30 <br /> 0 1 ksf <br /> -35 <br /> Net Pressure Diagram <br /> Top Deflection=-0.570n) <br /> Depth(ft) Max.Shear=83.50 kip Max.Moment=396.23 kip-ft Max Deflection=1.11(in) <br /> -0 <br /> /14 <br /> -5 <br /> _ 10 <br /> - 15 <br /> -20 <br /> 1 11041 <br /> -25 <br /> -30 <br /> - 35 83.50 kip 0 396.23 kip-ft 0 1.112(in) 0 <br /> I I I I I I <br /> Shear Diagram Moment Diagram Deflection Diagram <br /> PRESSURE, SHEAR, MOMENT, AND DEFLECTION DIAGRAMS <br /> Based on pile spacing:6.0 foot or meter <br /> User hput Pile,W18X76: E(ksi)=29000.0, I(in4)/pile=1330.0 <br /> File:N:\PROJECTS\2017t811751221Working Files\Calculations-Analyses\Soldier pile with single tieback.sh8 <br /> <ShoringSuite> CIVILTECH SOFTWARE USA www.civiltech.com <br /> Licensed to 4324324234 3424343 <br />