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HomeMy WebLinkAboutPD 2023-0004; HILLSIDE PATIO HOMES SLOPE REPAIR; SOLDIER PILE RETAINING WALL; 2024-05-09Soldier Pile Retaining Wall LIC# : KW-06017714, Build:20.23.10.02 DEBERRY ENGINEERING (c) ENERCALC INC 1983-2023 DESCRIPTION:Temporary Sacrificial Soldier Pile wall for slope repair construction with Pipe DeBerry Engineering Associates Inc 858 451 0713 DeBerryENG@gmail.com Project File: Dorado Slope Repair retaining walls.EC6 Project Title:Hillside Patio Homes Slope RepairEngineer:DeBerryProject ID:121022 Printed: 9 MAY 2024, 3:38PM Project Descr:Stabilize slope between upper and lower properties Ma Va Thumbnail Embedment Required . . . . . . . . . . . . . . . . . . . . . . . . . Design Parameters Pile Pa 2,250.0 lb 8.0 Tieback Location Pile Pw 0.0 lbPile Total Lateral Steel Fy Wall height (retained height) 2,250.0 Depth to Max M 5.0 5.69ft = 5.69 + 0 ft neglected Backfill slope Required embedment 1.789 ft Soil Density Mmax in Pile (Service)6,409.20 120.0 Number of Tiebacks Equivalent Fluid Pressure ft-lbs Passive Pressure to Neglect 30.0 Lateral Presure Method Deflection at top of pile EPF Surcharge top of soil @ retained side Allow. Passive -1 None 0.16 1,250.0 in Apply S.F. to Passive 36.0 lb 1.0 Pile Spacing 6.0 Flange Width, in.4.50 Multiplier to Passive Wedge 3.0 Required Embedment Vmax in Pile (Service) Total Pile Embedment 2,250 lb Soldier Beam Selection Pipe4STD Steel Design Method ft pcf psf psf / ft ft in ft ft ft Design Results deg pcf ASD in ksi Consider pile fully-braced for lateral torsional buckling 5.69 ft OK OK OK Status ft-lbs6,409 lb2,250 7,275 19,143 0.88 0.12 Ratio Mn/Omega Vn/Omega Status Checks ft-lbs lb Lagging Depth 1.0 Lagging Selection 4x12 ft Lagging Pressure @ Depth 30.0 psf Lagging Mom. @ Depth 108.0 ft-lbs Lagging Shear @ Depth 90.0 lbs/vert. ft Lagging 1. There will be no additional cuts, beyond existing conditions,prior to installing lagging in shoring. 2.Piles will be driven.3.Back-cuts will be limited to 5' max and done incrementallyas lagging is installed.4. Cementitious Slurry may beused for fill as needed - Soldier Pile Retaining Wall LIC# : KW-06017714, Build:20.23.10.02 DEBERRY ENGINEERING (c) ENERCALC INC 1983-2023 DESCRIPTION:Temporary Sacrificial Soldier Pile wall for slope repair construction with Pipe DeBerry Engineering Associates Inc 858 451 0713 DeBerryENG@gmail.com Project File: Dorado Slope Repair retaining walls.EC6 Project Title:Hillside Patio Homes Slope RepairEngineer:DeBerryProject ID:121022 Printed: 9 MAY 2024, 3:38PM Project Descr:Stabilize slope between upper and lower properties 0.00 5.00 ft Retained height 5.69 ft Embedment required 2.31 ft Extra embedment provided 0 ~ : .. ' ' - • ~ Soldier Pile Retaining Wall LIC# : KW-06017714, Build:20.23.10.02 DEBERRY ENGINEERING (c) ENERCALC INC 1983-2023 DESCRIPTION:Temporary Sacrificial Soldier Pile wall for slope repair construction with Pipe DeBerry Engineering Associates Inc 858 451 0713 DeBerryENG@gmail.com Project File: Dorado Slope Repair retaining walls.EC6 Project Title:Hillside Patio Homes Slope RepairEngineer:DeBerryProject ID:121022 Printed: 9 MAY 2024, 3:38PM Project Descr:Stabilize slope between upper and lower properties Minimum Required Embedment Depth Zero shear. Pp 2,250 lb Fp 2,452.75 Fp 2,452.75 Pa 2,250 lb 1.67 ft Top of soil on low side 5.00 ft 1.79 ft 3.90 ft l I