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Report File: <br />TIA-222 Revison: <br />Tower Type:Check Pier Capacity only at location of Max Moment?No <br />Location: <br />Soil Lateral Check Compression Uplift <br />Comp.Uplift 5.33 - <br />547 6.64 - <br />23 595.84 - <br />11 19.1%- <br />Soil Vertical Check Compression Uplift Go to Soil Calculations <br />116.63 - <br />3 ksi 213.53 - <br />60 ksi 59.80 - <br />60 ksi 330.16 - <br />82.80 - <br />23.9%- <br />21 ft Reinforced Concrete Flexure Compression Uplift <br />0.5 ft 5.27 - <br />595.82 - <br />2277.59 - <br />5 ft 24.9%- <br />27 16 Reinforced Concrete Shear Compression Uplift <br />10 17.78 - <br />54 in 44.51 - <br />4 378.65 - Tie Spacing Requirements Not Met <br />33.25 in 11.2%- Shear-Friction Methodology is Applied <br />in <br />*Rating per TIA-222-H Section 15.5 <br />10 # of Layers 5 <br />121 <br />FALSE 1 0 3 3 110 150 0 0 0.000 0.000 0.00 0.00 <br />FALSE 2 3 4 1 120 150 1 0 0.550 0.550 0.00 0.00 <br />FALSE 3 4 10 6 120 150 1 0 0.550 0.550 0.55 0.55 <br />FALSE 4 10 16 6 63 87.6 2 0 1.100 1.100 1.10 1.10 <br />FALSE 5 16 21 5 63 87.6 2 0 1.100 1.100 0.00 0.00 14.5 <br />Shear Force (kips)Rating* <br />Utilize Shear-Friction Methodology: <br />Check Limitation <br />Override Critical Depth: <br />Check Shear along Depth of Pier: <br />N/A <br />Design Options <br />Input Effective Depths (else Actual): <br />Apply TIA-222-H Section 15.5:Monopole <br />Analysis Results <br />Applied Loads <br />Dv=0 (ft from TOC) <br />Soil Safety FactorMoment (kip-ft) <br />Max Moment (kip-ft)Axial Force (kips) <br />Consider non-tapered moment capacity: <br />Drilled Pier Foundation <br />BU # :845391 <br />Edinger and BristolSite Name: <br />709035 Rev. 0Order Number: <br />H <br />Rebar Size Critical Depth (ft from TOC) <br />Rebar Cage Diameter Critical Shear (kip) <br />Critical Shear CapacityTie Size <br />Rating*Tie Spacing <br />Rebar 2, Fy <br />Override <br />(ksi) <br />Rebar 3, Fy <br />Override <br />(ksi) <br />Material Properties Skin Friction (kips) <br />Concrete Strength, f'c:End Bearing (kips) <br />Rebar Strength, Fy:Weight of Concrete (kips) <br />Tie Yield Strength, Fyt:Total Capacity (kips) <br />Axial (kips) <br />Pier Design Data Rating* <br />Depth <br />Ext. Above Grade Critical Depth (ft from TOC) <br />Critical Moment (kip-ft)Pier Section 1 <br />From 0.5' above grade to 21' below grade Critical Moment Capacity <br />Pier Diameter Rating* <br />Rebar Quantity <br />Rebar Quantity <br />Structural Foundation Rating*Rebar Size 24.9% <br />Rebar Cage Diameter Soil Interaction Rating*23.9% <br />Layer Soil TypeTop <br />(ft) <br />Cohesionless <br />Soil Profile <br />Groundwater Depth <br />SPT Blow <br />Count <br />Ult. Gross <br />Bearing <br />Capacity <br />(ksf) <br />Ultimate Skin <br />Friction Uplift <br />Override (ksf) <br />Ultimate Skin <br />Friction Comp <br />Override <br />(ksf) <br />Calculated <br />Ultimate Skin <br />Friction Uplift <br />(ksf) <br />Calculated <br />Ultimate Skin <br />Friction Comp <br />(ksf) <br />Angle of <br />Friction <br />(degrees) <br />γconcrete <br />(pcf) <br />γsoil <br />(pcf) <br />Cohesion <br />(ksf)Bottom (ft)Thickness <br />(ft) <br />Cohesive <br />Cohesive <br />Cohesive <br />Cohesive <br />Rebar & Pier Options <br />Embedded Pole Inputs <br />Belled Pier Inputs <br />Version 6.4.7