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Marquee Apartments Temporary Shoring <br /> East Temp 1 corner brace 12 ft <br /> Depth(ft) <br /> 12.2 <br /> - 5 <br /> - 10 <br /> - 15 <br /> 0 1 ksf <br /> i <br /> -20 <br /> Net Pressure Diagram <br /> Top Deflection=-0.21(in) <br /> Depth(ft) Max. Shear=9.26 kip Max.Moment=25.12 kip-ft Max Deflection=0.22(in) <br /> 441 <br /> -5 <br /> - 10 <br /> 1111 Pr <br /> 15 <br /> - 20 9.26 kip 0 25.12 kip-ft 0 0.223(in) 0 <br /> I I I I <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 Oakllef\ENGRISolt Nail DesigntEast Temp 1 corner brace 12 feet FS15.sh8 <br /> <ShorIngSulte> CIVILTECH SOFTWARE USA www.civiltech.com <br /> 181856 Licensed tgagf324/§.9 3424343 Page 8 of 20 <br />