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A <br /> ` ' PASS PASS Buzz Inn(BU 880407) <br /> b� =��s� Results Summary: Wind Seismic TEP#: 51358.131860 <br /> Soil Interaction: 50.4% 22.7% Analysis: TLI 9/10/2017 <br /> Drilled Caisson Tool-Input Foundation Structural: 23.9% 11.1% Check: PRS 9/10/2017 <br /> Code Revisions: t; 222 0,ACI 3i -14 Tower Type . 44:640:''c',', <br /> Wind Seismic Shaft Information <br /> Moment:P1 9 "darni187"Ob' kip-ft Diameter: +, ='';x' 0' M`4"°ft <br /> Axial(download): i 005 $Q v kip Projection: s0 ;, „;, ft <br /> Shear: 00, 2 Q0 kip Caisson Length: ;18AO ?ft <br /> Axial(uplift) I ` � z 1.;t: , kip f c a' �i"0O6w,"° ksi <br /> Max EC: 0.003 in/in <br /> Cage 1 Reinforcement <br /> Tie Bar Size , , ,, , (fy=40.0 ksi) <br /> Clear Cover to Tie: 4:00 in(Cage 0=49.87in) <br /> Tie Bar Spacing: 14 OG' in <br /> Vertical Bar Size:i.44.,;44;11 <br /> Vertical Bar Quantity: 26 (p=0.566%) <br /> fy . ,c <br /> Ga0ftksi <br /> E: 2.940q ksi <br /> Design Parameters <br /> Soil Depth(ft) Eff.Unit Weight Cohesion Friction Angle 4, All.Skin Friction(psf) <br /> Layer Soil Type from to (pcf) (psf) (') Download Uplift <br /> 1 Clay 0.00 2.00 100.0 0 j/ <br /> 2 Sand 2.00 12.00 100.0 4 25.4 <br /> 3 Sand 12.00 20.00 100.0 / 15.8 dA X <br /> %%%/ '!%/%%///%/ /%/////// Avi <br /> '%%/%%%/%'%%%%%%%�%%�%///i'%%/%%%%%%%O%%%%%%%%moi'%%/////%%%/A <br /> %AV%%�%///ice%%%%%%%%%%%%/ %%%%%%%%%%%%"'%%/��%%%%%%�%%%%%�% %%'%%% <br /> /% %%%%%%%"'%%%%%%////%%'%%/%%%%/ %%%%%%%%%%%%'%%///%/�%/ %%%%%%////%%ice %%�%%%O <br /> '%%%%%%%% /%%%/%%///%/'%%/%%%/% %�////%%%%%%�'%%/ ///ice%///�%%�%/% /���A r <br /> '%%%%/A %% %%%//// '%%/%%%/%'%%% %/'%%/%�% %'%%/ moi'%O /, <br /> Av <br /> O%//////iii % %//O%%// %%% '%O%%%%%%%%%/'%%/%%%%%% %%%%%%%%%%% %%%////%%/O . <br /> / // % / F. % /V % / % % <br /> Notes: 1)Neglect lateral soil strength to a depth of: <br /> i) 1/2Picr0-5.00ft/2-2.50ft <br /> ii)frost Dcpth-10.0in/(12in/ft)-0.83ft <br /> iii)Geotech Recommendation=2.00ft <br /> 2)Groundwater=12.00ft <br />