Laserfiche WebLink
G3Ira <br /> 7.Tia <br /> f•ba <br /> rs,r <br /> td=rs <br /> -------------------- <br /> ------------ <br /> 6Lra <br /> RESULTS 3:E <br /> FoS Sliding: 1.58 (Ivlpd) FoS Overturning: 1.58 <br /> Bearing: 575.59 FoS Bearing: 26.31i <br /> Name Elev.[dpth] ka Pa Paq Paqd (PaC) PaT FSsi(lvl Pd) Fos OT %DIH <br /> Cap 4.00[0.25] 0.254 1 0 0 0 1 — -- 400% <br /> Mira 3.50[0.75] 0.254 9 0 0 0 9 13.59 22.42 133% <br /> Mira 3.00[1.25) 0.222 23 0 0 0 23 5.93 9.18 80% <br /> Mira 2.50(1.751 0.222 44 0 0 0 44 3.28 4.83 57% <br /> Mira 2.00[2.25] 0.169 51 0 0 14 37 4.26 6.04 44% <br /> Mira 1.50[2.751 0.170 77 0 0 17 60 2.84 3.88 36% <br /> Mira 1.00[3.25) 0.172 109 0 0 20 89 2.05 2.72 31% <br /> Mira 0.50[3.75) 0.174 147 0 0 23 123 1.58 2.03 27% <br /> Mira 0.00[4.25] 0.175 190 0 0 27 163 2.38(4.77) 1.58 24% <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 />