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19 April, 22:33

A laterally loaded single pile is shown below. use the elastic pile solutions (based on the winkler's model) to calculate the displacement and rotation at pile head?. assume free headed condition. pile length? = 30 ft; young's modulus? = 3 * 10 6 psi; ?ℎ = 30 lb/in3; and the eccentricity? = 60 in.

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  1. 20 April, 01:57
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    The pile length 10=30ft. young modulus 180=3*10 6 psi. 178.579673h = 30 lb/in3 and the eccentricity 1.667 yrds = 60 inch
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