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re � � ' <br /> Retaining Wall Systoms <br /> ReCon Retaining Walls, Inc <br /> v3.2 Build 13242 <br /> Project: 1161 Elmwood Avenue, Orono, MN <br /> Location: North Wall <br /> Designer: VEC � <br /> Date: 9/4/2014 � ; <br /> Section: Section 1 � y- <br /> Design Method: NCMA_09_3rd_Ed <br /> Design Unit: ReCon <br /> �.�� <br /> SOIL PARAMETERS cp coh y � <br /> Retained Soil: 34 deg 0 psf 125 pcf <br /> Foundation Soil: 28 deg 0 psf 125 pcf <br /> Leveling Pad: Crushed Stone <br /> Crushed Stone Interface is true, cp=40deg <br /> GEOMETRY <br /> Design Height: 13.33 ft Live Load: 0 psf <br /> Wall Batter/Tilt: 3.58/0.00 deg Live Load Offset: 0.00 ft <br /> Embedment: 1.83 ft Live Load Width: 100 ft <br /> Leveling Pad Depth: 0.50 ft Dead Load: 0 psf <br /> Slope Angle: 0.0 deg Dead Load Offset: 0.0 ft <br /> Slope Length: 0.0 ft Dead Load Width: 100 ft <br /> Slope Toe Offset: 0.0 ft Leveling Pad Width: 6.00 ft <br /> FACTORS OF SAFETY <br /> Sliding: 1.50 Overturning: 1.50 <br /> Beari ng: 2.00 <br /> RESULTS <br /> FoS Sliding: 1.87(fnd) FoS Overturning: 1.97 <br /> Bearing: 2865.57 FoS Bearing: 2.68 <br /> Name Elev.{dpth] ka Pa Paq Paqd -PaC PaT FSsI(base of leveling pad) FoS OT <br /> __ _ . __ . _.�,.._M.�.,__.,,_� - <br /> TC_--.._. 12.00[1.33] 0.230 � 25 0 �". �� _�__,0.�..._25 . ..__._._.____. 100.00 __ 36.63 <br /> _ <br /> 24 10.67[2.66] 0.230 102 0 0 0 102 73.49 9.10 <br /> 24 9.33[4.00] 0.230 229 � 0 �-0--�----0 229 �. 33.33 4.20 .. <br /> 24 8.00[5.33] 0.230 408 0 3 0 0 408 19.13 2.45 <br /> 39 6.67[6.66] 0.289 803 0. � 0 ..0 803 -- 12.06 ---_ 3.66 <br /> 39 5.33[8.00] 0.284 1133 0 0 0 1133 8J8 274 <br /> ' 39 4.00[9.33] 0.279 1520 0 ;�0 1520 6.74 2.16 <br /> -- _.__._.. __._ <br /> 60 2.67[10.66] 0.360 2555 0 � 0 0 2555 5.04 2.71 <br /> 60 1.33[12.00] 0.347 3117 0 0 0 3117 4.23 2.28 <br /> 60 0.00[13.33] 0.336 3737 �v 0 0 3737 2.12(1.87) 1.97 <br /> ReCon Retaining Walls, Inc Page 1 <br />