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NOMM1 <br />13Report <br />0 <br />2.77 <br />35.75 <br />19.98 <br />38.04 <br />PAR <br />PAR <br />1 <br />0.0 <br />Pullout <br />2 <br />9.2 <br />Pullout <br />9 <br />3.M <br />Q.50 <br />17.80 <br />62.51 <br />0.00 <br />0.00 <br />1 <br />0.0 <br />Pullout <br />2 <br />8.1 <br />Pullout <br />10 <br />3.SO <br />65.25 <br />16.03 <br />62.08 <br />0.00 <br />0.00 <br />1 <br />0.0 <br />Pullout <br />2 <br />2.2 <br />Pullout <br />11 <br />3.84 <br />50.00 <br />20.52 <br />51.66 <br />0.00 <br />0.00 <br />1 <br />0.0 <br />Pullout <br />2 <br />6.3 <br />Pullout <br />Search Level: 2.00 <br />feet below <br />the toe Of <br />the wall <br />Facing Design Force <br />• 8.4 <br />kips (Clouterre) <br />------------------------------------------------------------------------------------------------------ <br />Failure <br />Planes <br />Reinforcement <br />Minimum <br />Distance <br />Lower I <br />upper <br />--- <br />Factor <br />From Toe <br />Controlling <br />(Search <br />I of <br />I of Nall <br />Angle <br />Length <br />Angle <br />Length <br />Stress <br />Resistance <br />Point <br />I Safety <br />feet <br />degrees <br />feet <br />degrees <br />feet <br />Level <br />ksi <br />Failure Mode <br />1 <br />2.30 <br />2.50 <br />75.96 <br />6.18 <br />83.66 <br />9.06 <br />1 <br />25.6 <br />Pullout <br />2 <br />20.2 <br />Pullout <br />2 <br />2.69 <br />7.25 <br />57.20 <br />20.71 <br />26.02 <br />6.17 <br />1 <br />17.0 <br />Pullout <br />2 <br />16.5 <br />Pullout <br />3 <br />2.62 <br />22.00 <br />51. 34 <br />29.21 <br />0.00 <br />0.00 <br />1 <br />14.2 <br />Pullout <br />2 <br />15.0 <br />Pullout <br />< <br />1.69 <br />16.75 <br />61.85 <br />22.08 <br />0.00 <br />0.00 <br />1 <br />9.5 <br />Pullout <br />2 <br />12.0 <br />Pullout <br />Page 6 <br />