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• <br /> � <br /> Marquee Apartments Temporary Shoring <br /> East Temp 1 corner brace 12 ft <br /> Depth(ft) <br /> - 5 <br /> - 10 <br /> - 15 <br /> 0 lksf <br /> I � <br /> 20 <ShoringSulte> CIVILTECH SOFTWARE USA www.civiltech.com <br /> Licensed to 4324324234 3424343 Date: 6/5/2019 <br /> File: K:118185 Marquee Apartments Everett-Johnson Oaklief\ENGR\Soil Nail DesignlEast Temp 1 corner brace 12 fef <br /> Wall Height=12.0 Pile Diameter=1.5 Pile Spacing=5.0 Wail Type: 2. Soldier Pile, Drilled <br /> PILE LENGTH: Min. Embedment=5.06 Min. Pile Length=17.06 <br /> MOMENT IN PILE: Max. Moment=25.12 per Pile Spacing=5.0 at Depth=9.84 <br /> VERTICAL BEARING CAPACITY: Vertical Loading=0.0, Resistance=52.1, Vertical Factor of Safety=999.00 <br /> PILE SELECTION: <br /> Request Min, Section Modulus=9.1 in3/pile=149.67 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 = -0.21(in) based on E(ksi)=29000.00 and I (in4)/pile=96.3 <br /> BRACE FORCE: Strut, Tieback, Plate Anchor, Deadman, Sheet Pile as Anchor <br /> No. & Type Depth Angle Space Total F. Horiz. F. Vert. F. N/A N/A <br /> 1. Strut 4.0 0.0 5.0 12.2 12.2 0.0 0.0 0.0 <br /> UNITS: Width,Diameter,Spacing,Length,Depth,and Height-ft; Force-kip; Bond Strength and Pressure - ksf <br /> DRIVING PRESSURES (ACTIVE, WATER, &SURCHARGE): <br /> Z1 P1 Z2 P2 Slope <br /> 0 0.075 12 0.075 0.000000 <br /> 0 0 12 0.420 0.035000 '� <br /> PASSIVE PRESSURES: Pressures below will be divided bya Factor of Safety=1.5 1#" <br /> Z1 P1 Z2 P2 Slope <br /> 12 0 14 0.000 0 <br /> 14 0 32 9.450 0.525 �' � �.' ~ y I + <br /> ACTIVE SPACING: 11�, Wa )(e. p ot,ss <br /> No. - Z depth Spacing <br /> 1 0.00 5.00 '� ,�� <br /> 2 12.00 1.50 35-0 <br /> 1 , 5 pc- <br /> 18185E Page 122 of 180 Page 6 of 20 <br />