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Light Pole Foundations LP-1, LP-2, LP-3, LP-5, LP-6, LP-7, LP-11, and LP-12 <br /> Depth(ft bgs) Effective Unit Friction Cohesion Soil Modulus Soil Strain Soil Model <br /> Weight(pci) Angle(deg) (psf) K(pci) a 50 <br /> 0 to D 0.027 30 - 20 Sand <br /> (Reese) <br /> DESIGN OF LP-14 (PROFILE 2): <br /> SOIL PROFILE <br /> Cy Soil Layers ERJ <br /> Layer Select p-y Curve Type Vertical Depth Below Pie Head Vertical Depth Below Pie Head Press Button to Enter <br /> from Drop-down List of Top of SDI Layer(ft) of Bottom of Soil Layer(R) SDI Properties <br /> 1 Sand(Reese) 0 3.5 1:Sand(Reese,at aL) <br /> 2 Sand(Rem) 3.5 15.5 2 Sand(Reese,at at) <br /> 3 Sand(Reese) 15.5 100 a Sand(Reese,et aLJ <br /> Add Row Elliman Row Delete Row <br /> All positive depth coordinates are defined as vertical distances below the pile-head. <br /> If the pile-head b embedded below the ground surface,the top layer must extend from the ground surface <br /> (defined by a negative vertical depth)to some point below the pile head. <br /> Select the p-y soil type using the drop-down list in the left table column. <br /> _. (Reese,et al.)1 C� Sand(Reese,et al.)2 ® Sand(Reese,et al.)3 ERJ <br /> 1=Top,2=Boftom Effective Unit Friction Angle, Non-default 1=Top,2-Bottom Effective Unit Friction Angle, Non-default 1-Tap,2-Bottom Effective Unit Friction Angle, Nondefaut <br /> Weight,(b./ft-3) (DEG.) k,(bs&tA3) Weight,(bslft3) (DEG.) k,(lbs/mA3) Weight,(bs/ft 3) (DEG.) k,(Its/in-3) <br /> 1 48.4 30 20 1 8,64 10 10 1 48.4 30 20 <br /> 2 48.4 30 20 2 8.64 10 10 2 48.4 30 20 <br /> LPile lineary interpolates over vertical depth to compute values between the LPile linearly interpolates over vertical depth to compute values between the LPile linearly interpolates over vertical depth to compute values between the <br /> top and bottom of the layer top and bottom of the layer top and bottom of the layer. <br /> LPile will substitute a default value for k if the input value equals zero. LPile will substitute a default value for k if the input value equals zero. LPile will substitute a default value for k if the input value equals zero. <br /> PILE PROPERTIES <br /> Section Type Dimensions,and Cross-section Properties IJ�® <br /> Section 1,Top — Number of Defined Sections=1 Total Length=50.00 ft <br /> Section Type Dimensions and Properties <br /> Show <br /> Elevation Dimensions Elastic Pile(non-yielding) O Section O Profile <br /> Section Dimensions: <br /> Length of Section(ft) 50 <br /> Elastic Section Properties: Section Diameter(in) 36 <br /> Structural Shape Circular without Void Section Depth(in) I <br /> At Top Al Bottom V Corner Chamfer(in) F. <br /> Etas.Sect.Diam.,(in) ®® Casing Wall Thickness(in) 10 <br /> -—-—-— Elastic Section —-—-—- <br /> .o data required(In) Core Void Diameter(in) 1 <br /> Area(inA2) 1017.87601971 1017.8760197i Core Wall Thickness(in) I" <br /> Mom-of Inertia(in-4) 62447.9576001 82447.9576001 Flange Thickness(in) <br /> -gas.Mom.Cap.(in-Iles) 0�0 Web Thickness(in) 0 <br /> Shear Capacity(Ibs) 0 Elastic Mod.(lbslin-2) 4286000 <br /> Compute Mom.of Inertia and Areas and Draw Section Copy Top Properties to Bottom <br /> The circular elastic section shape allows the user to analyze a circular section defined only by its diameter,cross-sectional area,and moment of inertia_This <br /> shape cannot model a nonlinear or yielding pile.The designing engineer must check the magnitude of moment developed in the pile against the allowable moment <br /> capacity for the pile being analyzed.The user may model tapered piles by entering different values at the lop and bottom of the section. <br /> Add Section Insert Section I Delete Section OK <br /> 18 <br />