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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 :S19 - 1 <br />Condition qmean qmax ∆max Area in compression Overturning FS <br />Footing [Lb/ft2][Lb/ft2][in][ft2](%)FSx FSz slip <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />S19 - 1 1.03E03 2.08E03 0.125 63.39 99 2.95 116.93 138.52 <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 67.00 12.50 <br />x Bot.23.99 8.40 38.00 38.00 <br />z Top 12.00 6.00 67.25 12.75 <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 D212 - 1 -7.66 -401.97 0.08 4.40 0.019 0.019 <br />zz Bot.D162 - 1 38.48 401.97 4.15 4.40 0.943 0.096 <br />xx Top D212 - 1 -2.37 -233.81 0.03 2.64 0.010 0.010 <br />xx Bot.D162 - 1 13.72 387.12 4.15 4.40 0.943 0.035 <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 D162 - 1 4.88 269.83 0.024 <br />yz D162 - 1 11.23 280.01 0.053 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Punching shear <br />Factor φ :0.75 <br />Perimeter of critical section (bo...:10.83 [ft] <br />Punching shear area :18.28 [ft2] <br />Column Condition Vu Vc Vu/(φ*Vn) <br />Footing [Kip][Kip] <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />column 1 D162 - 1 39.53 744.58 0.071 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Page11 <br />15.28 2350 S Pullman St - <br />Phase I3/4/2025