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Static loading criteria were used when computing p-y curves for all analyses. <br /> -------------------------------------------------------------------------------- <br /> Pile-head Loading and Pile-head Fixity Conditions <br /> -------------------------------------------------------------------------------- <br /> Number of loads specified = 1 <br /> Load Load Condition Condition Axial Thrust <br /> Compute Top y Run Analysis <br /> No. Type 1 2 Force, lbs <br /> vs. Pile Length <br /> ----- ---- -------------------- ----------------------- ---------------- <br /> --------------- ------------ <br /> 1 1 V = 7000. lbs M = 0.0000 in-lbs 0.0000000 <br /> No Yes <br /> V = shear force applied normal to pile axis PIN <br /> pp <br /> M = bending moment applied to pile head <br /> y = lateral deflection normal to pile axis <br /> S = pile slope relative to original pile batter angle <br /> R = rotational stiffness applied to pile head <br /> Values of top y vs. pile lengths can be computed only for load types with <br /> specified shear loading (Load Types 1, 2, and 3) . <br /> Thrust force is assumed to be acting axially for all pile batter angles. <br /> -------------------------------------------------------------------------------- <br /> Computations of Nominal Moment Capacity and Nonlinear Bending Stiffness <br /> -------------------------------------------------------------------------------- <br /> Axial thrust force values were determined from pile-head loading conditions <br /> Number of Pile Sections Analyzed = 1 <br /> Pile Section No. 1: <br /> ------------------- <br /> Moment-curvature properties were derived from elastic section properties <br /> -------------------------------------------------------------------------------- <br /> Computed Values of Pile Loading and Deflection <br /> for Lateral Loading for Load Case Number 1 <br /> -------------------------------------------------------------------------------- <br />