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r <br />r <br />Deplh(ft) <br />0 <br />I <br />5 <br />10 <br />15 <br />I <br />20 <br />I. 25 0 <br />Anderson Residence <br />Hmax = 14' <br />21 <br />1 ksf <br />i <br /><ShoringSulte> CIVILTECH SOFTWARE USA www.clviltochsoftware.com <br />Licensed to 4324324234 3424343 Date: 9115/2009 <br />File: R;t2009 Piojeclst09117.10 Anderson Residence SlidetEnglnearinglWall 14 h.sho <br />UNITS: Dimension - 0; Force and Shear -kip; Pressure and Stress - ksl; Moment - kip4l; Pros. Slope - kiplfl3: Deflection - In. <br />Wall Height=14.0 Pile Diameter=1.5 Pile Spacing=8.0 Wall Type. 2. Soldier Pile, Drilled <br />PILE LENGTH: Min. Embedment=8.98 Min. Pile Length=22.98 <br />MOMENT IN PILE: Max. Moment=60.05 per Pile Spacing=8.0 at Depth=13.14 <br />PILE SELECTION: <br />Request Min. Secliun Modulus = 21.8 in3lpile, Fy= 50 ksi = 345 MPa, FblFy=0.66 <br />-> Piles meet Min. Section Requirements: Top Deflection is shown in (in) <br />HP8X36 (-0.01) W8X28 (-0.02) HP10X42 (-0.01) W10X22 (-0.02) HP12X53 (0.00) <br />W12X22 (-0.01) HP13X60 (0.00) HP14X73 (0.00) W14X22 (-0.01) W16X26 (-0.01) <br />W18X35 (0.00) W21X44 (0.00) W24X55 (0.00) W27X84 (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 6.0 8.8 12.3 <br />2. Tieback 9.0 15.0 8.0 53.3 51.5 13.8 5.7 33.9 <br />Top Brace increased by 15% (DM7.2.103) <br />UNITS: Width,Diamet3r,Spacing,Lenglh,Deplh,and Height - fl; Force- kip; Bond Strength and Pressure - ksf <br />DRIVING PRESSURES (ACTIVE, WATER, & SURCHARGE): <br />Z1 <br />P1 <br />Z2 <br />P2 <br />Slope <br />0 <br />0 <br />14 <br />1.4 --- <br />_ -- <br />0.1-00000 <br />PASSIVE PRESSURES: <br />_ Zt <br />P1 <br />Z2 <br />P2 <br />Slope <br />17.0 <br />0.30 <br />800.0 <br />78.60 <br />0.100 <br />ACTIVE SPACING: <br />No. <br />Z depth-- Spacing <br />- <br />1 <br />--_- <br />0.00 8.00 <br />2 <br />14.00 8.00 <br />