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Depth(ft) <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />35 <br />0 1 ksf <br />Miller shoring wall <br />P13 corner 2ft step <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 P13 corner 2ft step.sh8 <br />Wall Height=8.0 Pile Diameter=2.0 Pile Spacing=7.5 Wall Type: 2. Soldier Pile, Drilled <br />PILE LENGTH: Min. Embedment=22.20 Min. Pile Length=30.20 <br />MOMENT IN PILE: Max. Moment=159.71 per Pile Spacing=7.5 at Depth=18.72 <br />PILE SELECTION: <br />Request Min. Section Modulus = 58.1 in3/pile=951.71 cm3/pile, Fy= 50 ksi = 345 MPa, Fb/Fy=0.66 <br />-> Piles meet Min. Section Requirements: Top Deflection is shown in (in) <br />W8X67 (1.76) HP10X57 (1.63) W10X54 (1.58) HP12X53 (1.22) W12X50 (1.23) <br />HP13X60 (0.95) HP14X73 (0.66) W14X43 (1.12) W16X40 (0.93) HP16X88 (0.43) <br />W16X89 (0.37) HP16X101 (0.37) W16X100 (0.32) HP16X121 (0.30) <br />DRIVING PRESSURES (ACTIVE, WATER, & SURCHARGE) <br />Z1 P1 <br />Z2 <br />P2 <br />Slope <br />0 0 <br />2 <br />0.070 <br />0.035 only one side loaded <br />2 0.070 <br />6 <br />0.350 <br />0.070000 <br />6 0.350 <br />8 <br />0.420 <br />.035 only one side has lagging <br />8 0.420 <br />800 <br />55.86 <br />.07 <br />PASSIVE PRESSURES: <br />Z1 P1 <br />Z2 <br />P2 <br />Slope <br />12 .6 <br />800 <br />118.8 <br />0.1500 <br />ACTIVE SPACING: <br />No. <br />Z depth <br />Spacing <br />1 <br />0.00 <br />7.53 <br />2 <br />8.00 <br />2.00 <br />PASSIVE SPACING: <br />No. <br />Z depth <br />Spacing <br />1 <br />8.00 <br />4.00 <br />UNITS: Width,Spacing,Diameter, Length,and Depth - <br />ft; Force - <br />kip; Moment - kip-ft <br />Friction,Bearing,and Pressure <br />- ksf; Pres. Slope <br />- kip/ft3; Deflection - in <br />