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REVIEWED BLD RESUB 1-Calculations-SoilSoil Stabilization Calculations For: Puget Sound Residence 15722 72nd Ave W Edmonds, WA 98026 Prepared for: Job #: Date: Studio Zerbey 12687-2021-02 December 13, 2021 RESUB Dec 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT r p $/STRUCTU�L SEATTLE 2124 Third Ave, Suite 100, Seattle, WA 98121 O 206.443.6200 -_ ; ssfengineers.com ENGINEERING TACOMA 934 Broadway, Suite 100, Tacoma, WA 98402 0 253,284.9470 Edmonds Sound House Soil Stabilization Pile Depth(ft) 70 5 - 10 - 15 — — - 20 25 0 1 ksf 30 <ShoringSuite> CIVILTECH SOFTWARE USA www.eiviltech.com Licensed to 4324324234 3424343 Date: 12/13/2021 File: K:\2021\12687-2021-02 Edmonds Sound Residence\Calcs\Site Stab Wall\Pile 09 30 21.sh8 Wall Height=15.0 Pile Diameter=2.5 Pile Spacing=5.5 Wall Type: 2. Soldier Pile, Drilled PILE LENGTH: Min. Embedment=11.11 Min. Pile Length=26.11 MOMENT IN PILE: Max. Moment=146.13 per Pile Spacing=5.5 at Depth=19.30 PILE SELECTION: Request Min. Section Modulus = 53.1 in3/pile=870.77 cm3/pile, Fy= 50 ksi = 345 MPa, Fb/Fy=0.66 W16X36 has Section Modulus = 56.5 in3/pile=925.87 cm3/pile. It is greater than Min. Requirements! Top Deflection = 1.58(in) based on E (ksi)=29000.00 and I (in4)/pile=448.0 DRIVING PRESSURES (ACTIVE, WATER, & SURCHARGE): Z1 P1 Z2 P2 Slope 0 0 15 0.450 .03 PASSIVE PRESSURES: Z1 P1 Z2 P2 Slope 15 0 60 18.00 .4 ACTIVE SPACING: No. Z depth Spacing 1 0.00 5.50 2 15.00 2.50 PASSIVE SPACING: No. Z depth Spacing 1 15.00 5.00 UNITS: Width, Spacing, Diameter,Length,and Depth - ft; Force - kip; Moment - kip-ft Friction,Bearing,and Pressure - ksf; Pres. Slope - kip/ft3; Deflection - in m Depth(ft) 0 5 10 15 20 25 0 30 Net Pressure Diagram Edmonds Sound House Soil Stabilization Pile m 1 ksf Top Deflection=1.58(in) Depth(ft) Max. Shear=66.78 kip Max. Moment=146.13 kip-ft Max Deflection=1.58(in) 5 10 15 — — — — — — — — — — — — — — — — — — — — — — — — 20 25 30 66.78 kip 0 146.13 kip-ft 0 1.575(in) 0 Shear Diagram Moment Diagram Deflection Diagram PRESSURE, SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Based on pile spacing: 5.5 foot or meter User Input Pile, W16X36: E (ksi)=29000.0, I (in4)/pile=448.0 File: K:\2021\12687-2021-02 Edmonds Sound Residence\Calcs\Site Stab Wall\Pile 09 30 21.sh8 <ShoringSuite> CIVILTECH SOFTWARE USA www.civiltech.com Licensed to 4324324234 3424343 Depth(ft) 70 -5 10 Edmonds Sound House Soil Stabilization Pile Equilibrium quilibrium 15 0 1 ksf <ShoringSuite> CIVILTECH SOFTWARE USA www.eiviltech.com Licensed to 4324324234 3424343 Date: 12/13/2021 File: K:\2021\12687-2021-02 Edmonds Sound Residence\Calcs\Site Stab Wall\Pile option 2 11 17 21.sh8 Wall Height=8.0 Pile Diameter=2.0 Pile Spacing=5.0 Wall Type: 2. Soldier Pile, Drilled PILE LENGTH: Min. Embedment=6.26 Min. Pile Length=14.26 MOMENT IN PILE: Max. Moment=20.64 per Pile Spacing=5.0 at Depth=10.46 PILE SELECTION: Request Min. Section Modulus = 7.5 in3/pile=122.98 cm3/pile, Fy= 50 ksi = 345 MPa, Fb/Fy=0.66 W8X13 has Section Modulus = 9.9 in3/pile=162.40 cm3/pile. It is greater than Min. Requirements! Top Deflection = 0.80(in) based on E (ksi)=29000.00 and I (in4)/pile=39.6 DRIVING PRESSURES (ACTIVE, WATER, & SURCHARGE): Z1 P1 Z2 P2 Slope 0 0 8 0.240 .03 PASSIVE PRESSURES: Z1 P1 Z2 P2 Slop( 8 0 60 20.80 .4 ACTIVE SPACING: No. Z depth Spacir 1 0.00 5.00 2 8.00 2.00 PASSIVE SPACING: No. Z depth Spacir 1 8.00 4.00 UNITS: Width, Spacing, Diameter,Length,and Depth - ft; Force - kip; Moment - kip-ft Friction,Bearing,and Pressure - ksf; Pres. Slope - kip/ft3; Deflection - in Edmonds Sound House Soil Stabilization Pile Depth(ft) 70 -5 10 15 0 Net Pressure Diagram Depth(ft) Max. Shear=16.88 kip �0 -5 10 - 15 1 ksf Top Deflection=0.80(in) Max. Moment=20.64 kip-ft Max Deflection=0.80(in) Equilibrium quilibrium 16.88 kip 0 20.64 kip-ft 0 0.795(in) 0 Shear Diagram Moment Diagram Deflection Diagram PRESSURE, SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Based on pile spacing: 5.0 foot or meter User Input Pile, W8X13: E (ksi)=29000.0, I (in4)/pile=39.6 File: K:\2021\12687-2021-02 Edmonds Sound Residence\Calcs\Site Stab Wall\Pile option 2 11 17 21.sh8 <ShoringSuite> CIVILTECH SOFTWARE USA www.civiltech.com Licensed to 4324324234 3424343