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LATERAL ANALYSES <br />Deflection @ <br />Top <br />(inch) <br />Maximum <br />B.M. <br />(kips-ft) <br />Maxirnum Shear <br />(kips) <br />Depth of Max <br />B.M <br />(feet) <br />Depth of Fixity <br />(feet) <br />0.25 55.9 13.3 6.0 22.8 <br />0.50 75.7 17.1 6.6 23.4 <br />TABLE - I <br />LATERAL ANALYSES <br />l4-inch Square Driven Concrete Pile, Free Head Condition <br />Deflection @ <br />Top <br />(inch) <br />Maximum <br />B.M. <br />(kips-ft) <br />Maximum Shear <br />(kips) <br />Depth of Max. <br />B.M <br />(feet) <br />Depth of Fixity <br />(feet) <br />0.25 41.2 10.3 5.95 f.i <br />0.50 59.0 r 3.8 5.95 9.4 <br />LATERAL ANALYSES <br />l6-inch Diameter Steel Pipe Pile, Free Head Condition <br />Deflection @ <br />Top <br />(inch) <br />Maximum <br />B.M. <br />(kips-ft) <br />Maxirnum Shear <br />(kips) <br />Depth of Max. <br />B.M <br />( feet) <br />Depth of Fixity <br />(feet) <br />0.25 '78.7 16.9 '7.0 10.9 <br />0.50 131.8 25.6 't .4 12.3 <br />l6-inch Square Driven Concrete Pile. Free Head Condition