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PASS PASS Norpro(BU 826263) <br /> Results Summary: LC1 Seismic TEP 4: 46302.115847 <br /> Soil Interaction: 40.4% 13.2% Analysis: SCW 4/12/2017 <br /> Drilled Caisson Tool-Input Foundation Structural: 83.2% 27.4% Check: MZS 4/12/2017 <br /> Code Revisions: TIA-222-G ACI 318-14 Tower Type: Monopole <br /> Wind Seismic Shaft Information <br /> Moment: 3,967.02 1,316.58 kip-ft Diameter: 7.00 ft <br /> Axial(download): 66.21 66.21 kip Projection: 1.00 ft <br /> Shear: 40.76 12.11 kip Caisson Length: 28.00 ft <br /> Axial(uplift): kip fc: 4.000 ksi <br /> Max Sc: 0.003 in/in <br /> Cage 1 Reinforcement <br /> Tie Bar Size: :l (fy=60.0 ksi) <br /> Clear Cover to Tie: 4.00 in(Cage 0=73.73in) <br /> Tie Bar Spacing: 6.00 in <br /> Vertical Bar Size: 10 <br /> Vertical Bar Quantity: 24 (p=0.550%) <br /> fy: 60.0 ksi <br /> E: 29,000 ksi <br /> Design Parameters <br /> Soil Depth(ft) Eff.Unit Weight Cohesion Friction Angle¢ All.Skin Friction(psf) <br /> Soil Type <br /> Layer from to (pcf) (psf) (°) Download Uplift <br /> 1 Flay 0.00 ).00 100.0 0 /�� / / . <br /> 2 Sand 2.00 27.00 100.0 jj/ 36.9 ///At/ <br /> %O%%%////%%% '%O%//%%%%/��%/ �% %///i%%%%moi,"''///�%�/////%/O/moi''///�%�/O%%%% <br /> O///%% %%%%%'!%%/%% %%% %%%%/ % �%�%�% <br /> /'%%%%%%% %%///%%/O////%/ ///�%%�%%%%%/ %�///%ice/�////�//////%%%�%%///%%/%///��%/, <br /> O/ %%%% %%/O//O%%'%%%/// �////%i'%O%%//O%/'%O %/%%%%////'%% %/ <br /> O//% %% % %%///%% /'%% %%%%�%%%�%%/ %/D%//O/ ce <br /> 7v, Ay <br /> ''///////%%% %%%%%//// %%%%�O�''///%% %/%%///%%%%"'///////%///%%"''///%/////�%%�/O%/% %' <br /> '%////%/// V///�V// % / ,0 / %///// //,V / % / <br /> Notes: 1)Neglect lateral soil strength to a depth of: <br /> i)1/2 pier 7.9ft/_2—' ,z <br /> ii) -- cpth_ .,i( 2in ft)-9 ena <br /> iii)Geotech Recommendation=2.UOft <br /> 2)Groundwater=N/A <br />