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Depth(ft) <br />r-0 <br />-5 <br />M <br />- 15 <br />- 20 <br />- 25 0 <br />Miller shoring wall <br />P3 corner 2ft step <br />1 ksf <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 P3 corner.sh8 <br />Wall Height=6.0 Pile Diameter=2.0 Pile Spacing=6.4 Wall Type: 2. Soldier Pile, Drilled <br />PILE LENGTH: Min. Embedment=17.02 Min. Pile Length=23.02 <br />MOMENT IN PILE: Max. Moment=66.16 per Pile Spacing=6.4 at Depth=14.48 <br />PILE SELECTION: <br />Request Min. Section Modulus = 24.1 in3/pile=394.25 cm3/pile, Fy= 50 ksi = 345 MPa, Fb/Fy=0.66 <br />-> Piles meet Min. Section Requirements: Top Deflection is shown in (in) <br />HP8X36 (1.02) W8X28 (1.23) HP10X42 (0.58) W10X26 (0.84) HP12X53 (0.31) <br />W12X22 (0.77) HP13X60 (0.24) HP14X73 (0.17) W14X22 (0.61) W16X26 (0.40) <br />HP16X88 (0.11) W16X89 (0.09) HP16X101 (0.09) W16X100 (0.08) <br />DRIVING PRESSURES (ACTIVE, WATER, & SURCHARGE): <br />Z1 P1 Z2 P2 Slope <br />0 0 2 0.070 0.03 only one side loaded <br />2 0.070 6 0.350 0.070000 <br />6 0.350 800 55.93 .07 <br />PASSIVE PRESSURES: <br />Z1 P1 <br />Z2 <br />P2 Slope <br />10 .6 <br />800 <br />119.1 0.1500 <br />ACTIVE SPACING: <br />No. <br />Z depth <br />Spacin( <br />1 <br />0.00 <br />6.40 <br />2 <br />6.00 <br />2.00 <br />PASSIVE SPACING: <br />No. <br />Z depth <br />Spacin( <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 />