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• <br /> Marquee Apartments Temporary Shoring <br /> East Temp 1 corner brace 7 ft temp cant <br /> Depth(ft) <br /> - 0 C,;(1( rk � ' <br /> C-tsvvi,k,;tC , t.)7 o I I\ <br /> - 10 <br /> - 15 <br /> • Moment E•u'librium <br /> Force Equilibrium <br /> 0 1 ksf <br /> ! I <br /> - 20 <ShoringSuite> CIVILTECH SOFTWARE USA www.civiltech.com <br /> Licensed to 4324324234 3424343 Date: 8/6/2019 <br /> File: K:118185 Marquee Apartments Everett-Johnson Oaklief\ENGR1Soil Nail Design\East Temp 1 corner brace TEMP I <br /> Wall Height=7.0 Pile Diameter=1.5® Pile Spacing=5.0 Wall Type: 2. Soldier Pile, Drilled <br /> PILE LENGTH: Min. Embedment=9.55 Min. Pile Length=16.55 tom" <br /> MOMENT IN PILE: Max. Moment=41.29 per Pile Spacing=5.0 at Depth=11.15 <br /> VERTICAL BEARING CAPACITY: Vertical Loading=0.0, Resistance=61.5, Vertical Factor of Safety=999.00 <br /> PILE SELECTION: <br /> Request Min. Section Modulus= 15.0 in3/pile=246.02 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,n) based on E (ksi)=29000.00 and I (in4)/pile=96.3 <br /> DRIVING PRESSURES (ACTIVE, WATER, &SURCHARGE): <br /> Z 1 P1 Z2 P2 Slope <br /> 0 0.075 7 0.075 0.000000 <br /> 0 0 7 0.245 0.035000 <br /> PASSIVE PRESSURES: Pressures below will be divided by a Factor of Safety=1.5 -574' <br /> Z1 P1 Z2 P2 Slope <br /> 7 0 9 0.000 0 <br /> 9 1.050 27 10.500 0.525 <br /> ACTIVE SPACING: <br /> No. Z depth Spacing <br /> 1 0.00 5.00 <br /> 2 7.00 1.50 <br /> PASSIVE SPACING: <br /> No. Z depth Spacing <br /> 1 7.00 3.00 <br /> UNITS: Width,Spacing,Diameter,Length,and Depth -ft; Force -kip; Moment-kip-ft Page 9 of 20 <br /> Friction,Bearing,and Pressure-ksf; Pres. Slope-kip/ft3; Deflection - in <br /> 1 <br />