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Depth(fl) <br />r0 <br />IE <br />10 <br />13 <br />20 <br />0 <br />25 <br />1- <br />Anderson Residence <br />Hmax = 6' w/o Tieback <br />_ Moment Equlibrium <br />Force Equilibrium <br />1 ksf <br />I <br />-ShoringSulte> CIVILTECH SOFTWARE USA www.lillitech,oftwere.com <br />Licensed to 4324324234 3424343 Dale: 9121/2009 <br />File; R:12009 Projects109117.10 Anderson Residence SliftEngineering\Wall6 It vAlhout lie.sh6 <br />UNITS: Dimension - ft; Force and Shear - kip; Pressure and Stress - ksf; Moment - kip-0; Pres. Slope - kipM3; Deflection - In. <br />Wall Height=6.0 Pile Diameter=3.0 Pile Spacing=4.0 Wall Type: 2. Soldier Pile, Drilled <br />PILE LENGTH: Min. Embedment=15.94 Min. Pile Length=21.94 <br />MOMENT IN PILE: Max. Moment=51.10 per Pile Spacing=4.0 at Depth=13.22 <br />PILE SELECTION: <br />Reque;l Min. Section Modulus = 18.6 in3/pile, Fy= 50 ksi = 345 MPa, Fb/Fy=0.66 <br />Selected Pile, W12X19, S = 21.3 in3/pile It is greater then Request Min. Section Modulus <br />Top Dei.ection = 0.79(in) based c:l E (ksi)= 29000.00, 1(in4)/pile= 130.0 <br />DRIVING PRESSURES (ACTIVE, WATER, & SURCHARGE): <br />Z1 P1 Z2 P2 _ Slope <br />0 0 6 0,600 0.100600 <br />PASSIVE PRESSURES: <br />Z1 <br />8.0 <br />ACTIVE SPACING: <br />No. <br />1 <br />2 <br />PASSIVE SPACING: <br />No. <br />P1 Z2 <br />0.20 800.0 <br />Z depth <br />0.00 <br />6.00 <br />P2 _ Slope <br />i9.40 0.100 <br />Spacing <br />C 00 <br />4.30 <br />_Z depth _ Spacing_. <br />6.00 3.00 <br />UNITS: Width,8pa6trlg,Diameter,Length,and Depth - ft force - kip; Moment - kip-ft <br />Friclion,13earing,and Pressure - ksf; Pres. Slope - kip/113; Deflection - in <br />