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U r_ <br /> RESULTS <br /> FoS Sliding: 1.91 (Ivlpd) FoS Overturning: 1.91 <br /> Bearing: 463.31 FoS Bearing: 33.62 <br /> Name Elev.fdpth] ka Pa Paq Paqd (PaC) PaT FSsl(lvl Pd) Fos OT %D1H <br /> Cap 3.50[0.25] 0.254 1 0 0 0 1 -- — 400% <br /> Mira 3.0010,751 0.222 8 0 0 0 8 15.10 24.91 133% <br /> Mira 2.50[1.25] 0.222 23 0 0 0 23 5.93 9.18 80% <br /> Mira 2.00[1.75) 0.222 44 0 0 0 44 3.28 4.83 57% <br /> Mira 1.50[2.251 0.169 51 0 0 9 42 3.80 5.37 44% <br /> Mira 1.00[2.75] 0.170 77 0 0 11 66 2.59 3.54 36% <br /> Mira 0.50[3.251 0.172 109 0 0 13 96 1.91 2.53 31% <br /> Mira 0.00[3.75] 0.174 147 0 0 16 131 2.61 (5.46) 1.91 27% <br /> Column Descriptions: <br /> ka: active earth pressure coefficient <br /> Pa: active earth pressure <br /> Paq: live surcharge earth pressure <br /> Pag2: live load 2 surcharge earth pressure <br /> Paqd: dead surcharge earth pressure <br /> (PaC): reduction in load due to cohesion <br /> PaT: sum of all earth pressures <br /> FSsl(lvl Pad): factor of safety for sliding at each layer. (FS sliding below the leveling pad) <br /> FSot: factor of safety of overturning about the toe. <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 2 <br />