Laserfiche WebLink
3. <br /> • <br /> CCI Foundation Tool Suite-Monopole Pier <br /> CCIFTS 1.2.108.14286-Phase 1-2 Date: 8/22/2017 <br /> BU: 815285 <br /> Site Name: LOWELL,WA CROWN <br /> App Number: 403347 Revision#0 CASTLE <br /> Work Order: 1446000 <br /> Monopole Drilled Pier <br /> Input <br /> 3"C.C. <br /> Criteria <br /> TIA Revision: G <br /> ACI 318 Revision: 2008 <br /> Seismic Category: D <br /> • N, <br /> Forces o/ <br /> Compression 40 kips <br /> Shear 24 kips <br /> Moment 2034 k-ft <br /> Swelling Force 0 kips <br /> Foundation Dimensions <br /> Pier Diameter: 6.5 ft #5 Tie Size <br /> Ext.above grade: 0.5 ft <br /> Depth below grade: 30 ft (28)-#9 <br /> 0 0 <br /> Material Properties m <br /> Number of Rebar: 28 <br /> Rebar Size: 9 <br /> Tie Size 5 <br /> Rebar tensile strength: 60 ksi <br /> Concrete Strength: 3000 psi <br /> Ultimate Concrete Strain 0.003 in/in <br /> Clear Cover to Ties: 3 in <br /> Soil Profile: Soil <br /> _.. 65' <br /> Ultimate Ultimate "Ultimate <br /> Friction Uplift Skin Comp.Skin ' Bearing <br /> Thickness From To Unit Weight Cohesion Angle Friction Friction Capacity SPT'N' <br /> Layer (ft) (ft) (ft) 1 (pcf) (psf) (deg) (ksf) (ksf) "(ksf) Counts, <br /> 1 3.25 0 3.25 110 0 0 0 0 0 <br /> 2 9.75 3.25 13 110 25 0.225 0.225 0 <br /> 3 17 13 30 120 35 0.9 0.9 60 <br /> Analysis Results <br /> Concrete/Steel Check <br /> Soil Lateral Capacity Mu(from soil analysis) 2204.65 k-ft <br /> Depth to Zero Shear: 8.56 ft 4Mn 4139.07 k-ft <br /> Max Moment,Mu: 2204.65 k-ft RATING: 53.3%` <br /> Soil Safety Factor: 6.90 <br /> Safety Factor Req'd: 1.33 <br /> RATING: 19.3% rho provided 059 <br /> rho required 0.50 OK <br /> Soil Axial Capacity <br /> Skin Friction(k): 267.92 kips Rebar Spacing 6.68 <br /> End Bearing(k): 1493.24 kips Spacing required 18.05 OK <br /> Comp.Capacity(k),4Cn: 1761.16 kips <br /> Comp.(k),Cu: 40.00 kips <br /> RATING: 2.3% Dev.Length required 21.19 <br /> Dev.Length provided 49.43 OK <br /> Overall Foundation Rating: 53.3% <br /> Page 1 of 1 <br />