Laserfiche WebLink
Drilled Pier Foundation <br /> '' CROWN <br /> 15285 <br /> CASTLE <br /> BU#: 8 <br /> Site Name: LOWELL815285 ,WA <br /> App.Number: 428150 Rev#0 <br /> TIA-222 Revison: G <br /> Tower Type: Monopole <br /> Analysis Results j <br /> Applied Loads Soil Lateral Capacity Compression Uplift <br /> Comp. Uplift D„_0(ft from TOC) 8.95 - <br /> Moment(kip-ft) 2120 Soil Safety Factor 6.70 - <br /> Axial Force(kips) 42 Max Moment(kip-ft) 2281.95 - <br /> Shear Force(kips) 24 Rating 19.8% - <br /> Soil Vertical Capacity Compression Uplift <br /> Material Properties Skin Friction(kips) 357.23 - <br /> Concrete Strength,fc: 3 ksi End Bearing(kips) 1493.24 - <br /> Rebar Stren.th, F : 60 ksi Weight of Concrete(kips) 182.18 - <br /> Total Capacity(kips) 1850.47 - <br /> Pier Design Data Axial(kips) 224.18 - <br /> Depth 30 ft Rating 12.1% - <br /> Ext.Above Grade 0.5 ft Reinforced Concrete Capacity Compression Uplift <br /> Pier Section 1 Critical Depth(ft from TOC) 8.27 - <br /> From 0.5'above grade to 30'below grade Critical Moment(kip-ft) 2280.42 - <br /> Pier Diameter 6.5 ft Critical Moment Capacity 4206.69 - <br /> Rebar Quantity 28 Rating 54.2% - <br /> Rebar Size 9 <br /> Clear Cover to Ties 3 in Soil Interaction Rating 19.8% <br /> _ Tie Size 5 Structural Foundation Rating 54.2% <br /> Sol Profile <br /> Groundwater De.th N/A ft #of La ers 3 <br /> Calculated Calculated Ultimate Skin Ult.Gross <br /> TopBottom Thickness Angle of Ultimate Skin <br /> Vso�i Vr�«ete 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 3.25 3.25 110 150 0 0 0.000 0.000 0.00 0.00 Cohesionless <br /> 2 3.25 13 9.75, 110 150 25 0.000 0.000 0.30 0.30 Cohesionless <br /> 3 13 30 171 120 150 35 0.000 0.000 1.20 1.20 60 Cohesionless <br /> Version 1.1.3 <br />