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• <br /> 11111 410 <br /> Marquee Apartments Temporary Shoring <br /> N and S 5 ft temp cant <br /> F <br /> Depth(ft) <br /> - 10 � <br /> Moment Equilibrium <br /> Force Equilibrium <br /> i_ 15 <br /> 0 1 ksf <br /> <ShoringSuite> CIVILTECH SOFTWARE USA www.civiltech.com <br /> Licensed to• 4324324234 3424343 Date: 8/6/2019 <br /> File: K:118185 Marquee Apartments Everett-Johnson Oakiief1ENGR1SoiI Nail Design\N and S TEMP VE FS15.sh8 <br /> Wall Height=5.0 Pile Diameter=1.5 Pile Spacing=6.0 Wall Type: 2. Soldier Pile, Drilled <br /> PILE LENGTH: Min, Embedment=9.78 Min. Pile Length=14.78 <br /> MOMENT IN PILE: Max. Moment=42.44 per Pile Spacing=6.0 at Depth=9.37 <br /> VERTICAL BEARING CAPACITY: Vertical Loading=41.0, Resistance=84.4, Vertical Factor of Safety=2.06 <br /> PILE SELECTION: <br /> Request Min. Section Modulus= 15.4 in3/pile=252.88 cm3/pile, Fy= 50 ksi= 345 MPa, Fb/Fy=0.66 <br /> W10X19 has Section Modulus= 18.8 in3/pile=308.08 cm3/pile. It is greater than Min. Requirements! <br /> Top Deflection = 0.47(in) based on E (ksi)=29000.00 and I (in4)/pile=96.3 <br /> DRIVING PRESSURES (ACTIVE, WATER, & SURCHARGE): <br /> Z1 P1 Z2 P2 Slope <br /> 0 0.125 5 0.125 0.000000 <br /> 0 0 5 0.275 0.055000 <br /> PASSIVE PRESSURES: Pressures below will be divided by a Factor of Safety=1.5 1// <br /> Z1 P1 Z2 P2 Slope <br /> 5 0 7 0.000 0 <br /> 7 1.050 25 10.500 0.525 <br /> ACTIVE SPACING: <br /> No. Z depth Spacing <br /> 1 0.00 6.00 <br /> 2 5.00 1.50 <br /> PASSIVE SPACING: <br /> No. Z depth Spacing ._ <br /> 1 5.00 3.00 <br /> Page 17 of 20 <br />