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• <br /> Marquee Apartments Temporary Shoring <br /> N and S 5 ft temp cant <br /> Iw <br /> Depth(ft) <br /> - 5 <br /> Jf <br /> - 10 <br /> Moment Equilibrium <br /> Force Equilibrium <br /> - 15 <br /> 0 1 ksf <br /> ! I <br /> Net Pressure Diagram <br /> Top Deflection=0.47(in) <br /> Depth(ft) Max.Shear=24.82 kip Max.Moment=42.44 kip-ft Max Deflection=0.47(in) <br /> )\-,\N <br /> - 10 <br /> L15 <br /> 24.82 kip 0 42.44 kip-ft 0 0.467(in) 0 <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 Input Pile,W10X19: E(ksi)=29000.0, I(in4)/pile=96.3 <br /> File:K:118185 Marquee Apartments Everett-Johnson OaklieflENGRISoil Nail DesignlN and S TEMP VE FS15.sh8 <br /> <ShoringSuite> CIVILTECH SOFTWARE USA www.civiltech.com <br /> Licensed to 4324324234. 3424343 Page 19 of 20 <br />