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I <br />TABLE - 2 <br />LATERAL ANALYSES <br />Deflection @ <br />Top <br />Maximum <br />B.M.Maximum Shear <br />Depth of Max. <br />B.M Depth olFixity <br />(inch)(kips-ft)(kips)(feet)(feet) <br />0.25 -95.82 26.7 toD 24.0 <br />0.50 -125.1 34.4 top 24.6 <br />LATERAL ANALYSES <br />Deflection @ <br />Top <br />Maximum <br />B.M.Maximum Shear <br />Depth of Max. <br />B.M Depth of Fixity <br />(inch)(kips-ft)(kips)(feet)(feet) <br />0.25 -77.73 21.7 top |.2 <br />0.s0 - l0l .6 28.3 top I 1.9 <br />LATERAL ANALYSES <br />Deflection @ <br />Top <br />Maximum <br />B.M.Maximum Shear Depth of F'ixity <br />(inch)(kips-ft)(kips)(feet)(feet) <br />0.2s - 196.8 38.'7 toD 18.2 <br />-301 .5 53.7 top 21.1 <br />l6-inch Square Driven Concrete Pile. Fixed Head Condition <br />14-inch Square Driven Concrete Pile. Fixed Head Condition <br />l6-inch Dianeter Steel Pipe Pile. Fixed Head Condition <br />Depth of Max. <br />B.M <br />0.50