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Deplh(11) <br />0 <br />5 <br />10 <br />15 <br />20 0 <br />Anderson Residence <br />Hmax = 12' <br />2 <br />1 ksf <br /><Shorin9Sult0 CIVILTECH SOFTWARE USA www.civittechsoMvare.com <br />Licensed to 4324324234 3424343 Dale: 9/15/2009 <br />Fite: R:12009 Projecls109117.10 Anderson Residence Slide\EngineeringlWall 1211.61iS <br />UNITS: Dimension - It; Force and Shear - kip; Pressure and Stress - ksf; Moment - kip -It: Pros. Slope - kiplR3; DeOeclion - in. <br />Wall Height=12.0 Pile Diamete-11.5 Pile Spacing=8.0 Well Type: 2. Soldier Pile, Drilled <br />PILE LENGTH: Min. Embedment=6.49 (8-10111 is recommendedlll) Min. Pile Length=18.49 <br />MOMENT IN PILE: Max. Moment=20.82 per Pile Spacing=8.0 at Deplh=11.55 <br />PILE SELECTION: <br />Request Min. Section Modulus = 7.6 in3/pile, Fy= 50 ksi = 3451 Fb1Fy=0.66 <br />-> Piles meet Min. Section Requirements: Top Deflection is shown in (in) <br />W5X19 (-0.07) W6X16 (-0.06) HP8X36 (-0.02) WBX10 (-0.06) HP10X42 (-0.01) <br />W10X12 (-0.03) HP12X53 (0.00) W12X14 (-0.02) HP13X60 (0.00) HP14X73 (0.00) <br />W14X22 (-0.01) W16X26 (-0.01) W18X35 (0.00) W21X44 (0.00) <br />BRACE FORCE: Strut, Tieback, Plate Anchor, and Deadman <br />No. & Type Depth - _ Angle Space Total F. Horiz. F. Vert. F. L_ free Fixed Length <br />1. Tieback 3.0 15.0 8.0 19.3' 18.6 5.0 8.8 12.3 <br />2. Tieback 9.0 15.0 8.0 37.7 36.4 9.8 5.7 24.0 <br />' Top Brace increased by 15% (DM7.2-103) <br />UNITS: Width,Diameter,Spacing,Length,Depth,and Height - ft; Force - kip; Bond Strength and Pressure - ksf <br />DRIVING PRESSURES (ACTIVE, WATER, & SURCHARGE): <br />Zt <br />Pt <br />Z2 P2 <br />Slope <br />0 <br />0 <br />12 1.200 <br />_ <br />0.100000 <br />PASSIVE PRESSURES: <br />Z1 <br />P1 <br />Z2 P2 _ <br />Slope <br />15.0 <br />0.30 <br />800.0 78.80 <br />0.100 <br />ACTIVE SPACING: <br />No. <br />_ _ <br />Z depth Spacing <br />1 <br />0.00 <br />8.00 <br />2 <br />12.00 <br />8.00 <br />