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Drilled Pier Foundation �+ `w, <br /> BU#: 824022 ' C RO N <br /> Site Name: Feely _ '�� CASTLE <br /> Order Number:489098 Rev 0 <br /> TIA-222 Revison: H <br /> Tower Type: Monopole <br /> Analysis Results Check Limitation <br /> Applied Loads Soil Lateral Capacity Compression Uplift A..I TIA-222-H Section 15.5: D <br /> Comp. Uplift Dv,(ft from TOC) 5.92 - N/A LM <br /> Moment(kip-ft) 419 Soil Safety Factor 6.28 - <br /> Axial Force(kips) 11 Max Moment(kip-ft) 470.08 - <br /> Shear Force(kips) 9 Rating* 20.2% - <br /> Soil Vertical Capacity Compression Uplift <br /> Material Properties Skin Friction(kips) 201.45 - <br /> Concrete Strength,f'c: 4 ksi End Bearing(kips) 106.03 - <br /> Rebar Stren.th,F : 60 ksi Weight of Concrete(kips) 67.15 - <br /> Total Capacity(kips) 307.48 - <br /> Pier Design Data Axial(kips) 78.15 - <br /> Depth 18 ft Rating* 24.2% - <br /> Ext.Above Grade 1 ft Reinforced Concrete Capacity Compression Uplift <br /> Pier Section 1 Critical Depth(ft from TOC) 5.79 - <br /> From 1'above grade to 18'below grade Critical Moment(kip-ft) 470.04 - <br /> Pier Diameter 5 ft Critical Moment Capacity 1821.10_ _ - <br /> Rebar Quantity 16 Rating* 24.6% - <br /> Rebar Size 9 <br /> Clear Cover to Ties 4 in Soil Interaction Rating* 24.2% <br /> Tie Size 4 Structural Foundation Rating* 24.6% <br /> `Ratin• .er TIA-222-H Section 15.5 <br /> Soil Profile <br /> Groundwater Depth NA ft #of Layers 3 <br /> Calculated Calculated Ultimate Skin Ult.Gross <br /> TopBottom Thickness Angle of Ultimate Skin <br /> Yin Yeoncrete Cohesion Ultimate Skin Ultimate Skin Friction Comp Bearing SPT Blow <br /> Layer Friction Friction Uplift Soil Type <br /> (ft) (ft) (ft) (pcf) (pcf) (ksf) Friction Comp Friction Uplift Override Capacity Count <br /> (degrees) Override(ksf) <br /> (ksf) (ksf) (ksf) (ksf) <br /> 1 0 2 2 110 150 _ 0.000 0.000 Cohesionless <br /> 2 2 12 10 110 150 33 0.000 0.000 0.45 0.45 Cohesionless <br /> 3 12 18 6 110 150 - 41 0.000 0.000 2.10 2.10 7.2 Cohesionless <br /> Version 2.1.1 <br />