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Depth(ft) <br />r-0 <br />-5 <br />M <br />- 15 <br />WIZ11 <br />- 25 <br />0 1 ksf <br />- 30 <br />Miller shoring wall <br />typ pile <br /><ShoringSuite> CIVILTECH SOFTWARE USA www.civiltech.com <br />Licensed to 4324324234 3424343 Date: 6/16/2023 <br />File: P:\Clients-Structural\_Small Projects\Miller shoring wall\Miller Typ pile.sh8 <br />Wall Height=6.0 Pile Diameter=2.0 Pile Spacing=7.8 Wall Type: 2. Soldier Pile, Drilled <br />PILE LENGTH: Min. Embedment=20.43 in. ile Length=26.43 Min per geotech <br />MOMENT IN PILE: Max. Moment=118.92 per Pile Spacing=7.8 at Depth=16.01 <br />PILE SELECTION: <br />Request Min. Section Modulus = 43.2 in3/pile=708.65 cm3/pile, Fy= 50 ksi = 345 MPa, Fb/Fy=0.66 <br />-> Piles meet Min. Section Requirements: Top Deflection is shown in (in) <br />W8X58 (1.12) HP10X42 (1.21) W10X45 (1.03) HP12X53 (0.65) W12X35 (0.89) <br />HP13X60 (0.51) HP14X73 (0.35) W14X34 (0.75) W16X31 (0.68) HP16X88 (0.23) <br />W16X89 (0.20) HP16X101 (0.20) W16X100 (0.17) HP16X121 (0.16) <br />DRIVING PRESSURES (ACTIVE, WATER, & SURCHARGE): <br />Z1 <br />P1 <br />Z2 <br />P2 <br />Slope <br />0 <br />0 <br />6 <br />0.420 <br />.070 <br />6 <br />0.420 <br />800 <br />55.58 <br />0.070000 <br />PASSIVE PRESSURES: <br />Z1 <br />P1 <br />Z2 <br />P2 <br />Slope <br />10 <br />.6 <br />800 <br />119.1 <br />0.1500 <br />ACTIVE SPACING: <br />No. <br />Z depth <br />Spacing <br />1 <br />0.00 <br />7.83 <br />2 <br />6.00 <br />2.00 <br />PASSIVE SPACING: <br />No. <br />Z depth <br />Spacing <br />1 <br />6.00 <br />4.00 <br />UNITS: Width,Spacing,Diameter, Length,and Depth - ft; Force - kip; Moment - kip-ft <br />Friction, Bearing,and Pressure - ksf; Pres. Slope - kip/ft3; Deflection - in <br />