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West 30.52 raw Report <br />2 <br />17.2 <br />Pullout <br />8 <br />2.62 <br />35.75 <br />22.08 <br />38.58 <br />0.00 0.00 <br />1 <br />0.0 <br />Pullout <br />2 <br />16.1 <br />Pullout <br />9 <br />2.97 <br />00.50 <br />19.I0 <br />63.02 <br />PAR PAR <br />1 <br />0.0 <br />Pullout <br />2 <br />15.0 <br />Pullout <br />10 <br />3.30 <br />65.25 <br />27.77 <br />67.52 <br />0.00 0.00 <br />1 <br />0.0 <br />Pullout <br />2 <br />Sid <br />Pullout <br />11 <br />3.62 <br />50.00 <br />26.17 <br />52.06 <br />0.00 0.00 <br />1 <br />0.0 <br />Pullout <br />2 <br />13.2 <br />Pullout <br />Sea rcM Level: 2.00 <br />feet below <br />the toe of <br />the wall <br />Facing Design Force <br />- 12.2 <br />kips (Clouterre) <br />------------------------------------------------------------------------------------------------------ <br />Failure Planes I <br />Reinforcement <br />Minimus <br />Distance <br />Lower I <br />Upper <br />-I <br />Factor <br />From Toe <br />Controlling <br />ISearcM <br />I of I <br />of Nall <br />Angle <br />Length <br />Angle Length <br />Stress <br />Resistance <br />Point <br />I Safety I <br />feet <br />degrees <br />feet <br />degrees feet <br />Level <br />ksi <br />Failure Made <br />------------------------------------------------------------------------------------------------------ <br />1 <br />2.26 <br />2.50 <br />73.16 <br />5.17 <br />85.05 21.59 <br />1 <br />25.5 <br />Pullout <br />2 <br />26.5 <br />Pullout <br />2 <br />2. We <br />7.25 <br />59. 64 <br />5.74 <br />69.36 22.34 <br />1 <br />19.1 <br />Pullout <br />2 <br />23.3 <br />Pullout <br />3 <br />1.56 <br />12.00 <br />53.97 <br />29.40 <br />PAR PAR <br />1 <br />14.2 <br />Pullout <br />2 <br />21.7 <br />Pullout <br />1.61 <br />16.75 <br />60.52 <br />23.51 <br />0.00 0.00 <br />1 <br />9.3 <br />Pullout <br />2 <br />19.1 <br />Pullout <br />Page 6 <br />