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. iY <br /> 47;24:7:71 PASS PASS Pasco County(VS)(BU 826548) <br /> Results Summary: LC1 LC2 TEP#: 48167.7359 <br /> Soil Interaction: 89.5% 72.7% Analysis: JLW 7/26/2013 <br /> Drilled Caisson Tool-Input Foundation Structural: 16.6% 30.8% Check: ESA 7/26/2013 <br /> Code Revisions: 'l - Tower Type: <br /> LC1 LC2 Shaft Information <br /> Moment:" 41` kip-ft a° `eft <br /> E ;�\, a, Diameter: $ a a .� <br /> Axial(download) ":41::;:„--'5;4;:;,7,14%,,,.„',; ki <br /> kip Pro ection r <br /> Shear: �i f „ . ft <br /> E .kip Caisson Length - ft <br /> Axial(uplift): , ... i,t,''kip f c <br /> 40 :ksi <br /> Max Sc: 0.003 in/in Axial Safety Factors <br /> 9,all .'Sk° ..(Net) r Bearing 4C <br /> Cage 1 Reinforcement S F a <br /> Tie Bar Size: (fy=60.0 ksi) <br /> Clear Cover to Tie: its ,,in(Cage 0=63.87inj <br /> Tie Bar Spacing:6.--,,,, t: in <br /> Vertical Bar Size <br /> Vertical Bar Quantity: =0.639%) <br /> fy e o ksi <br /> E ksi <br /> Design Parameters <br /> Soil Soil Type Depth(ft) Eff.Unit Weight Cohesion Friction Angle 4, Al Skin Friction(PO) <br /> Layer from to (pd) (Psf) (*) Download Uplift <br /> 1 Clay 0.00 3.00 110.0 0 0 0 <br /> 2 Sand 3.00 12.00 110.0 �� 30.0 250 175 <br /> 3 Sand 12.00 30.00 115.0 25.0 750 525 <br /> 4 Clay 30.00 40.00 100.0 500 1000 750 <br /> 5 Clay 40.00 42.00 1.00.0 500 / 1000 750 <br /> %%/%% /% /% /////iii%///%///%%%%%///%% ///%%/%///AV//%%%A %%/////A <br /> V A <br /> %%% ///i ////%% %//////%%%%/v. ///ice% �i /% /%/// <br /> %%%%%%////////%%%%%///// //////ice %%%%% % a % <br /> A Ar AV AV A7 <br /> Notes: 1)Neglect lateral soil strength to a depth of: <br /> i)1/2 Pier 0=6.00ft/2=3.00ft <br /> if - - - - -- '- <br /> iii)6ept -Ii o a <br /> 2)Neglect axial soil strength to a depth of:3.00ft <br /> 3)Groundwater=N/A <br />