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,r <br />a <br />Anderson Residence <br />Hmax =10' <br />Depth(h) <br />0 <br />5 <br />10......... .I ... I ..................... ............... ......... <br />...... <br />15 <br />20 0 <br />1 ksf <br /><ShoringSulte> CIVILTECH SOFTWARE USA www.civiltechsoltwara.com <br />Licensed to 4324324234 3424343 Date: 9/1512009 <br />File: R:@009 Projects109117.10 Anderson Residence SlidelEngineeting\Wall 10 h.shlt <br />UNITS: Dimension - fl; Force and Shear - kip; Pressure and Stress - ksf, Moment - kip-B: Pres. Slope - kipllt21; Deflection -in. <br />Wall Heighl=10.0 Pile Diameter=1.5 Pile Spacing=8.0 Wall Type: 2. Soldier Pile, Drilled <br />PILE LENGTH: Min, Embedment=9.02 Min. Pile Length=19.02 <br />MOMENT IN PILE: Max. Moment=78.42 per Pile Spacing=8.0 at Depth=8.52 <br />PILE SELECTION: <br />Request Min. Section Modulus = 28.5 in3/pile, Fy= 50 ksi = 3.15 MPa. Fb/Fy=0.66 <br />-> Piles meet Min. Section Requirements: Top Deflection is shown in (in) <br />HPBX36 (-0.53) W8X35 (-0.49) HP10X42 (-0.30) W10X30 (-0.37) HP12X53 (-0.16) <br />W12X26 (-0.31) HP13X60 (-0.12) HP14X73 (-0.09) W14X22 (-0.31) W16X26 (-0.21) <br />W18X35 (-0.12) W21X44 (-0.07) W24X55 (-0.05) W27X84 (-0.02) <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 30.2 29.1 7.8 8.8 19.2 <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 Pi Z2 P2 Slope <br />0 0 10 1.000 0.100000 <br />PASSIVE PRESSURES: <br />Z1 P1 _ <br />13.0 0.30 <br />ACTIVE SPACING: <br />No. <br />1 <br />2 <br />Z2 _ P2 _ Slope <br />800.0 79.00 0.100 <br />Z depth Seacins <br />0.00 8.00 <br />10.00 8.00 <br />� 01 <br />