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Soil.Foundation interaction <br />Allowable stress :3E03 [Lb/ft2] <br />Min. safety factor for sliding :1.00 <br />Min. safety factor for overturning :1.00 <br />Controlling condition :S20 - 1 <br />Condition qmean qmax ∆max Area in compression Overturning FS <br />Footing [Lb/ft2][Lb/ft2][in][ft2](%)FSx FSz slip <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />S20 - 1 1.24E03 2.85E03 0.171 59.30 93 2.81 8.26 1.94 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Bending <br />Factor φ :0.90 <br />Min rebar ratio :0.00180 <br />Development length <br />Axis Pos.ld lhd Dist1 Dist2 <br />[in][in][in][in] <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />z Bot.23.99 8.40 66.25 13.25 <br />x Bot.23.99 8.40 36.75 36.75 <br />z Top 12.00 6.00 66.50 13.50 <br />x Top 12.00 6.00 40.00 40.00 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Axis Pos.Condition Mu φ*Mn Asreq Asprov Asreq/Asprov Mu/(φ*Mn) <br />Footing [Kip*ft][Kip*ft][in2][in2] <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />zz Top D211 - 1 -17.44 -401.97 0.19 4.40 0.043 0.043 <br />zz Bot.D163 - 1 61.29 401.97 4.15 4.40 0.943 0.152 <br />xx Top D211 - 1 -1.76 -233.81 0.02 2.64 0.007 0.008 <br />xx Bot.D163 - 1 18.72 387.12 4.15 4.40 0.943 0.048 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Shear <br />Factor φ :0.75 <br />Shear area (plane zz):13.75 [ft2] <br />Shear area (plane xx):13.25 [ft2] <br />Plane Condition Vu Vc Vu/(φ*Vn) <br />Footing [Kip][Kip] <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />xy D163 - 1 5.78 269.83 0.029 <br />yz D163 - 1 18.44 280.01 0.088 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Punching shear <br />Factor φ :0.75 <br />Perimeter of critical section (bo...:11.25 [ft] <br />Punching shear area :18.98 [ft2] <br />Column Condition Vu Vc Vu/(φ*Vn) <br />Footing [Kip][Kip] <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />column 1 D163 - 1 46.86 773.22 0.081 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Page11 <br />15.40 2350 S Pullman St - <br />Phase I3/4/2025