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NOMR 13Report <br />2 <br />0.0 <br />Pullout <br />8 <br />2.68 <br />35.75 <br />30.43 <br />42.46 <br />0.00 0.00 <br />1 <br />0.0 <br />Pullout <br />2 <br />0.0 <br />Pullout <br />9 <br />2.87 <br />00.50 <br />27A1 <br />45.62 <br />PAR PAR <br />1 <br />0.0 <br />Pullout <br />2 <br />0.9 <br />Pullout <br />le <br />3.05 <br />45.25 <br />24.90 <br />69.89 <br />0.00 0.00 <br />1 <br />0.0 <br />Pullout <br />2 <br />0.0 <br />Pullout <br />11 <br />3.20 <br />50.00 <br />22.28 <br />54.23 <br />0.00 0.00 <br />1 <br />0.0 <br />Pullout <br />2 <br />0.0 <br />Pullout <br />Sea rcM Level: 10.00 <br />feet below the toe of the wall <br />Facing Design Force <br />- 6.0 <br />kips (Clouterre) <br />------------------------------------------------------------------------------------------------------ <br />Failure <br />Planes I <br />Reinforcement <br />Minimua <br />Distance <br />Leer I <br />upper <br />-I <br />Factor <br />From Tee <br />Controlling <br />ISeaPch <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 Mode <br />------------------------------------------------------------------------------------------------------ <br />1 <br />4.30 <br />2.50 <br />82.77 <br />23.91 <br />85. 36 9.23 <br />1 <br />25.3 <br />Pullout <br />2 <br />20.2 <br />Pullout <br />2 <br />3.05 <br />7.25 <br />20.19 <br />27.11 <br />20.13 7.05 <br />1 <br />17.1 <br />Pullout <br />2 <br />14.0 <br />Pullout <br />3 <br />2.72 <br />12.00 <br />59.59 <br />21. 34 <br />75.38 4.75 <br />1 <br />9.5 <br />Pullout <br />2 <br />8.7 <br />Pullout <br />4 <br />2.73 <br />16.75 <br />4B. 64 <br />17.66 <br />23J6 12.98 <br />1 <br />0.0 <br />Pullout <br />2 <br />0.0 <br />Pullout <br />Page 11 <br />