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,41 <br /> � PASS PASS Norpro(BU 826263) <br /> ��� r. aar Results Summary: Wind Seismic TEP#: 46302.124891 <br /> Soil Interaction: 38.4% 13.2% Analysis: RWT 7/12/2017 <br /> Drilled Caisson Tool-Input Foundation Structural: 79.4% 27.5% Check: DAR 7/12/2017 <br /> Code Revisions: TIA-222-G ACI 318-14 Tower Type: Monopole <br /> Wind Seismic Shaft Information <br /> Moment: 3,800.45 1,321.81 kip-ft Diameter: 7.00 ft <br /> Axial(download): 66.77 66.77 kip Projection: 1.00 ft <br /> Shear: 37.44 12.11 kip Caisson Length: 28.00 ft <br /> Axial(uplift): kip f'c: 4.000 ksi <br /> Max ec: 0.003 in/in <br /> Cage 1 Reinforcement <br /> Tie Bar Size: 4 (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 4, All.Skin Friction(psf) <br /> Soil Type <br /> Layer from to (Pcf) (Psf) (°) Download Uplift <br /> 1 Clay 0.00 2.00 100.0 0 / j�jjj�jjjj// //// / <br /> 2 Sand 2.00 27.00 100.0 36.9 � // <br /> %%/O%%'%O%%%%%//% /%%%%/%%% vz <br /> % %%%%////O%%%% %///%%%AV <br /> %% %%VZ <br /> % <br /> r Ar <br /> y Ar <br /> Ar 4 7 AV <br /> V <br /> % %%%%/%/�%%%%%%%%%%%%%%%%%%%%%/%%%/ /%%�%/ %%%%%�/�%%/%/%/O%%/////ice <br /> %% '!%/%%%////% %/ /O%% %%////%%%%%%%/'%%%%%%%�%%/%%%%%/%%%%''////�%%%%/moi <br /> %% %%%%%% %%%%%%% %%%O % ��% /%%��%�%%% /�%%%/moi,., <br /> %%%O%//O/%%"'%/%��%%%O %%%%% %%���/%%%%'%%��%%///i0%%%%%%///%%%%%%/�%�%% <br /> %�%% %%%%%% %%%%%O%��%%�%%%%/'%/%�%%%moi,, %/%%%�%%% %%�/%%%'%%% <br /> % O/%%%%%'%%%%%%%%/ %%% %%%%/%%%%%%/// %////%%///%%%% �%%%%%%.'%%/ %/ <br /> % '%/ V /V % %////i% /r"%/ '%// 4 <br /> Notes: 1)Neglect lateral soil strength to a depth of: <br /> i)1/2Picr0-7.00ft/2-3.50ft <br /> ii) i I. . - - - -..- . <br /> iii)Geotech Recommendation=2.00ft <br /> 2)Groundwater=N/A <br />