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REA Analysis <br /> Project: G-5844 Retaining Wall <br /> Location: Site Location <br /> Designer: xxx __---------- <br /> Date: 4/13/2023 - <br /> Section: Wall 1, S_21.7_to_25.5 <br /> Design Method: NCMA_09_3rd_Ed, Ignore Vert, Force J <br /> Design Unit: MiraStone i <br /> SOIL PARAMETERS T coh y <br /> Select Soil: 34 deg Opsf 130pcf <br /> Retained Soil: 40 deg IOpsf 120pcf <br /> Foundation Soil: 40 deg 10psf 120pcf <br /> Leveling Pad: 40 deg 20psf 130pcf Crushed Stone <br /> Fnd Friction Factor: 0.70 <br /> GEOMETRY <br /> Design Height: 3.75ft Live Load: Opsf <br /> Wall Batter/Tilt: 4.80/ 0.00 deg Live Load Offset: 0.00ft <br /> Embedment: 0.50ft Live toad Width: Oft <br /> Leveling Pad Depth: 0.49ft Dead Load: 2000psf <br /> Slope Angle: 12.5 deg Dead Load Offset: 10,Oft <br /> Slope Length: 9.Oft Dead Load Width: Oft <br /> Slope Toe Offset: 1.Oft Leveling Pad Width: 2.00ft <br /> Vert S on Single Dpth <br /> Select Fill Offset: 1.00 <br /> Select Fill Angle: 82.87 <br /> FACTORS OF SAFETY <br /> Sliding: 1.50 Overturning: 1.50 <br /> Bearing: 2.00 <br /> Note: Calculations and quantities are for PRELIMINARY ANALYTICAL USE ONLY and MUST NOT be used for final <br /> n or construction without the independent review, verification, and approval by a qualified professional engineer. <br /> CornerStone Analysis and Design 5.1.21009.30 x <br />