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- Use of p-y modification factors for p-y curves not selected <br /> - Analysis uses layering correction (Method of Georgiadis) <br /> - No distributed lateral loads are entered <br /> - Loading by lateral soil movements acting on pile not selected <br /> - Input of shear resistance at the pile tip not selected <br /> - Input of moment resistance at the pile tip not selected <br /> - Computation of pile-head foundation stiffness matrix not selected <br /> - Push-over analysis of pile not selected <br /> - Buckling analysis of pile not selected <br /> Output Options: <br /> - Output files use decimal points to denote decimal symbols. <br /> - Values of pile-head deflection, bending moment, shear force, and <br /> soil reaction are printed for full length of pile. <br /> - Printing Increment (nodal spacing of output points) = 1 <br /> - No p-y curves to be computed and reported for user-specified depths <br /> - Print using wide report formats <br /> -------------------------------------------------------------------------------- <br /> Pile Structural Properties and Geometry <br /> -------------------------------------------------------------------------------- <br /> Number of pile sections defined = 1 <br /> Total length of pile = 54.000 ft <br /> Depth of ground surface below top of pile = 34.0000 ft <br /> Pile diameters used for p-y curve computations are defined using 2 points. <br /> p-y curves are computed using pile diameter values interpolated with depth over <br /> the length of the pile. A summary of values of pile diameter vs. depth follows. <br /> Depth Below Pile <br /> Point Pile Head Diameter <br /> No. feet inches <br /> ----- ------------- ------------- <br /> 1 0.000 18.0000 <br /> 2 54.000 18.0000 <br /> Input Structural Properties for Pile Sections: <br /> ---------------------------------------------- <br /> Pile Section No. 1: <br /> Section 1 is an elastic pile <br /> Cross-sectional Shape = Circular Pipe <br />