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r <br />Depm(Iq <br />0 <br />5 <br />10 <br />15 <br />0 <br />L- <br />Anderson Residence <br />Hmax = 8' <br />1 ksf <br /><ShoringSulte> CIVILTECH SOFTWARE USA www.civiltechaottware.com <br />Licensed to 4324324234 3424343 Dale: 911512009 <br />File: R:12009 Projects109117.10Anderson Residence Slide\EngineeringMall O h.sh8 <br />UNITS: Dimension - h; Force and Shear -kip; Pressure and Stress - ksl; Moment- kip-0; F res. Slope - klp/ t3; Deflection -in <br />Wall Height=8.0 Pile Diameter=1.5 Pile Spacing=8.0 Wall Type: 2. Soldier Pile, Drilled <br />PILE LENGTH: Min. Embedment=6.93 (8-1Oft is recommended"') Min. Pile Length=14.93 <br />MOMENT IN PILE: Max. Moment=33.29 per Pile Spacing=8.0 at Depth=7.03 <br />PILE SELECTION: <br />Request Min. Section Modulus = 12.1 in3lpile, Fy= 50 ksi = 345 MPa, Fb/Fy=0.66 <br />-> Piles meet Min. Section Requirements: Top Deflection is shown in (in) <br />W6X20 (-0.46) HP8X36 (-0.16) W8X18 (-0.31) HP10X42 (-0.09) W10X15 (-0.28) <br />HP12X53 (-0.05) W12X14 (-0.22) HP13X60 (-0.04) HP14X73 (-0.03) W14X22 (-0.10) <br />W16X26 (-0.06) W18X35 (-0.04) W21X44 (-0.02) W24X55 (-0.01) <br />BRACE FORCE: Strut, Tieback, Plate Anchor, and Deadman <br />No. & Type Depth Angle _ Space Total F. <br />Horiz. F. Vert. F. L free Fixed Length <br />1. Tieback So— 15.0 8.0 20.5 <br />19.8 5.3 8.8 13.0 <br />UNITS: Width,Diameter,Spacing,Length,Depth,and Height - ft; <br />Force - kip; Bond Strength and Pressure - ksf <br />DRIVING PRESSURES (ACTIVE, WATER, & SURCHARGE): <br />Z1 _ P1 Z2 P2 <br />Slope <br />0 0 8 0.800 <br />0.100000 <br />PASSIVE PRESSURES: <br />Z1 _ P1 _ Z2 P2 <br />Slope <br />11 A 0.30 000.0 79.20 <br />0.100 <br />ACTIVE SPACING: <br />-- No. __Zd-epth _ <br />Spacing <br />1 0.00 <br />8.00 — — <br />2 8.00 <br />8.00 <br />�l <br />JI , <br />