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• <br /> Marquee Apartments Temporary Shoring <br /> N and S 5 ft temp cant <br /> Depth(ft) <br /> 0 <br /> - 10 <br /> r-- <br /> .4- Moment Equilibrium <br /> Force Equilibrium <br /> - 15 0 1 ksf <br /> I � <br /> Net Pressure Diagram <br /> Top Deflection=0.36(in) <br /> Depth(ft) Max. Shear=21.50 kip Max.Moment=34.20 kip-ft Max Deflection=0.36(in) <br /> - 0 ------ -- - —--_ _---_ —_- ---- -—.-�. <br /> - 10 <br /> - 15 <br /> 21.50 kip 0 34.20 kip-ft 0 0.360(in) 0 <br /> I L J I 1 <br /> Shear Diagram Moment Diagram Deflection Diagram <br /> PRESSURE, SHEAR, MOMENT, AND DEFLECTION DIAGRAMS <br /> Based on pile spacing:5.0 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 Oaklief\ENGRISoil Nail Design1N and S TEMP VE FS15.sh8 <br /> cShoringSuite> CIVILTECH SOFTWARE USA www.civiltech.com <br /> Page 10 of 20 <br /> Licensed to 4324324234 3424343 <br />