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-------------------------------------------------------------------------------- <br /> Date: March 13, 2023 Time: 4:33:48 <br /> -------------------------------------------------------------------------------- <br /> Problem Title <br /> -------------------------------------------------------------------------------- <br /> Project Name: <br /> Job Number: <br /> THIS CONSIDERS THE CASE WHERE THE LATERAL <br /> LOAD DUE TO WIND/WAVE ON FLOAT/VESSEL AT <br /> Client: AN EXTREME HIGH TIDE, RESULTING IN THE <br /> LARGEST MOMENT IN AN IDEALIZED CANTILEVER <br /> PILE <br /> Engineer: <br /> Description: <br /> -------------------------------------------------------------------------------- <br /> Program Options and Settings <br /> -------------------------------------------------------------------------------- <br /> Computational Options: <br /> - Conventional Analysis <br /> Engineering Units Used for Data Input and Computations: <br /> - US Customary System Units (pounds, feet, inches) <br /> Analysis Control Options: <br /> - Maximum number of iterations allowed = 500 <br /> - Deflection tolerance for convergence = 1.0000E-05 in <br /> - Maximum allowable deflection = 100.0000 in <br /> - Number of pile increments = 100 <br /> Loading Type and Number of Cycles of Loading: <br /> - Static loading specified <br />