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Q1/19 <br /> . <br /> ************************************************** <br /> STABILITY ANALYSIS REPORT <br /> ************************************************** <br /> Stability Analysis : Governing Combination = D + L + R + H <br /> RESISTING FORCES OVERTURNING FORCES <br /> Element Weight x Arm = Moment Element Force x Arm = Moment <br /> Soil 3C9 358 R at Top -392 9. 58 -3, 758 <br /> Ftg. 116 0 . 66 77 R at Bot. -1, 052 0 . 58 -613 <br /> Stem 900 0. 66 597 Horiz. EFP 1, 444 3 . 03 4, 372 <br /> Vert Sur Vert Sur <br /> Vert EFP Horiz Sur <br /> Toe Sur. Wind <br /> Fence Wt. Horiz line <br /> V. line Vert. line <br /> Sum WT = 1, 325 MR = 1, C32 Sum F = 0 MOT = 0 <br /> Friction Force = N/A F.O.S . Sliding = RF / F = N/A <br /> Passive Pressure = N/A F.O.S. Overturn. = MR / MOT = N/A <br /> Cohesion = N/A <br /> Coef. Vert. Surcharge or Line Load <br /> Resist. Force, Sum RF = N/A to Horiz . = EFP / Soil Dens . = 0 . 318 <br /> Resultant Loc From Toe, X = (MR - MOT) / Sum WT = C . 78 ft . <br /> Eccentricity From Ftg. C.L. , e = (B / 2) - X = -0. 12 ft. <br /> Soil Pressure @ Toe = (WT / B) * (1 + 6e/B) = 474 psf. <br /> Soil Pressure @ Heel = (WT / B) * (1 - 6e/B) = 1, 523 psf. <br /> • <br /> 1/10/2018 4 : 36 PM 5 of 8 <br />