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Wall Geomet <br /> inteight(Hw): 5,00 Wall Stability Summary <br /> n of Wall Below Front Grade(Dw): 1.00 Static Seismic <br /> ince- ackslope Angle(degrees): 0.00 Sliding Safety Factor= 1.94 121 <br /> inter Height of Slope Above Top of Wall: 0.00 Overturning at Wall Base Safety Factor= 1.88 1.17 <br /> inter Horizontal Distance Beyond Slope Crest: 0.00 Overturning One Unit Up Safety Factor= 2 41 1.50 <br /> inter Slope Angle in Front of Wall(degrees): 0.00 Overturning Two Units Up Safety Factor= 3.26 2.03 <br /> inter Height of Slope Below Wall(Hb): 0.00 <br /> tistance From Back of Wall to Beginning of Surcharge: 0 00 <br /> lorizontal Extent of Surcharge: 0.00 <br /> surcharge Magnitude(psf): 0.00 <br /> inter Block or Gabion Height(feet) 0.87' <br /> inter Block or Gabion Depth(feet) 1.79 <br /> inter Unit weight of block(pcf) 125.00 <br /> lumber of Units in Wall Height 7.46 <br /> lumber of Units in Wall Depth 1,00 <br /> lase Width(feet) 1.79 <br /> leight of First Back Column(feet) 0.00 <br /> leight of Second Back Column(feet) 0.00 <br /> leight of Third Back Column(feet) 0.00 <br /> inter Wall Batter(degrees) 7.13 <br /> :-component 0.12" <br /> '-corn•• = 0.99 Proposed Storage Building <br /> Gravity Keystone Block Wall <br /> Everett,Washington <br /> T-8116-2 <br /> Soil Parameters <br /> 'oundation Soil <br /> toil Unit Weight(pcf) 125.00 Bearing Capacity Evaluation <br /> :riction Angle(degrees) 32.00 <br /> :ohesion(psf) 0.00 Vertical Load(lbs.) 1118.75 <br /> Vail Friction Angle 21.33 Resultant Location(x) 0.56 <br /> :a(coulomb) 0.28 0.68 B/6 0.30 <br /> eccentricity(e)= 0,34 <br /> lackflli Soil Zone <br /> toil •liii11111 eht(pcf) 125.00 q max(psf) 1328.08 <br /> 'net'iY11711'l - (degrees) 32.00 q min(psf) -78.08 <br /> =f) 0.00 <br /> Vall I 1 .1 Angle 24.00 Ultimate Bearing Capacity <br /> :a(coulomb) 0.275 0.69 Nq 23.18 <br /> Nc 35.49 <br /> N gamma 30.21 Vesic <br /> N gamma 20.79 Hansen <br /> q ult. 6277.36 <br /> Bearing S.F. 4.73 <br />