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Length of section = 54.000000 ft <br /> Width of top of section = 18.000000 in <br /> Width of bottom of section = 18.000000 in <br /> Wall Thickness at Top = 0.500000 in <br /> Wall Thickness at Bottom = 0.500000 in <br /> Top Area = 27.488936 sq. in <br /> Bottom Area = 27.488936 sq. in <br /> Moment of Inertia at Top = 1053. inA4 <br /> Moment of Inertia at Bottom = 1053. inA4 <br /> Elastic Modulus = 29000000. psi <br /> -------------------------------------------------------------------------------- <br /> Soil and Rock Layering Information <br /> -------------------------------------------------------------------------------- <br /> The soil profile is modelled using 1 layers <br /> Layer 1 is soft clay, p-y criteria by Matlock, 1970 <br /> Distance from top of pile to top of layer = 34.000000 ft <br /> Distance from top of pile to bottom of layer = 134.000000 ft <br /> Effective unit weight at top of layer = 52.600000 pcf <br /> Effective unit weight at bottom of layer = 52.600000 pcf <br /> Undrained cohesion at top of layer = 700.000000 psf <br /> Undrained cohesion at bottom of layer = 700.000000 psf <br /> Epsilon-50 at top of layer = 0.010000 <br /> Epsilon-50 at bottom of layer = 0.010000 <br /> (Depth of the lowest soil layer extends 80.000 ft below the pile tip) <br /> -------------------------------------------------------------------------------- <br /> Summary of Input Soil Properties <br /> -------------------------------------------------------------------------------- <br /> Layer Soil Type Layer Effective Cohesion E50 <br /> Num. Name Depth Unit Wt. or <br /> (p-y Curve Type) ft pcf psf krm <br /> ----- ------------------- ---------- ---------- ---------- ---------- <br /> 1 Soft 34.0000 52.6000 700.0000 0.01000 <br /> Clay 134.0000 52.6000 700.0000 0.01000 <br /> -------------------------------------------------------------------------------- <br /> Static Loading Type <br /> -------------------------------------------------------------------------------- <br />