Laserfiche WebLink
West 14.52 law Re part <br />2 <br />0.0 <br />Pullout <br />11 <br />2.s4 <br />50.00 <br />22.29 <br />54.86 <br />0.00 PAR <br />1 <br />0.0 <br />Pullout <br />2 <br />0.0 <br />Pullout <br />Searh Level: 8.00 <br />Poet below <br />the toe of <br />the wall <br />Facing Design Force <br />• 4.5 <br />kips (Clouterre) <br />------------------------------------------------------------------------------------------------------ <br />Failure Planes <br />Reinforcement <br />Minimum <br />Distance <br />Lower I <br />upper <br />--- <br />Factor <br />From toe <br />Cofarolldng <br />ISearck <br />I of I <br />of Wall <br />Angle <br />Length <br />Angle Length <br />Stress <br />Resistance <br />Point <br />Safety <br />feet <br />degrees <br />feet <br />degrees feet <br />Level <br />ksi <br />Failure Mode <br />1 <br />3.77 <br />2.50 <br />$2.62 <br />13.61 <br />$5.24 9.03 <br />1 <br />25.4 <br />Pullout <br />2 <br />26.6 <br />Pullout <br />2 <br />2.63 <br />7.25 <br />65.86 <br />22.06 <br />75.55 21.62 <br />1 <br />17.5 <br />Pullout <br />2 <br />20.8 <br />Pullout <br />3 <br />2.34 <br />22.00 <br />58. 64 <br />18.45 <br />70.43 7.16 <br />1 <br />9.9 <br />Pullout <br />2 <br />16.3 <br />Pullout <br />4 <br />2.25 <br />16.75 <br />50.05 <br />23.48 <br />69.58 4.90 <br />1 <br />3.8 <br />Pullout <br />2 <br />12.2 <br />Pullout <br />5 <br />2.N <br />22.50 <br />42.48 <br />23.32 <br />57.50 8.00 <br />1 <br />0.0 <br />Pullout <br />2 <br />8.1 <br />Pullout <br />6 <br />2.31 <br />26.25 <br />35.54 <br />19.36 <br />46.98 15.39 <br />1 <br />0.0 <br />Pullout <br />2 <br />3.6 <br />Pullout <br />2.35 <br />31.00 <br />35.97 <br />35.30 <br />0.00 0.00 <br />1 <br />0.0 <br />Pullout <br />Page 19 <br />