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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 :S54 - 1 <br />Condition qmean qmax ∆max Area in compression Overturning FS <br />Footing [Lb/ft2][Lb/ft2][in][ft2](%)FSx FSz slip <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />S54 - 1 519 1.06E03 0.0635 30.53 85 74.82 2.30 5.57 <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.22.49 7.87 25.50 25.50 <br />x Bot.22.49 7.87 25.50 25.50 <br />z Top 12.00 6.00 28.00 28.00 <br />x Top 12.00 6.00 28.00 28.00 <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 D193 - 1 -6.93 -321.23 0.07 3.52 0.021 0.022 <br />zz Bot.D87 - 1 18.14 321.23 3.05 3.52 0.866 0.056 <br />xx Top D190 - 1 -1.60 -194.63 0.02 2.20 0.008 0.008 <br />xx Bot.D37 - 1 7.27 309.35 3.11 3.52 0.884 0.024 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Shear <br />Factor φ :0.75 <br />Shear area (plane zz):10.31 [ft2] <br />Shear area (plane xx):9.94 [ft2] <br />Plane Condition Vu Vc Vu/(φ*Vn) <br />Footing [Kip][Kip] <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />xy D163 - 1 1.98 202.37 0.013 <br />yz D191 - 1 5.55 210.01 0.035 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Punching shear <br />Factor φ :0.75 <br />Perimeter of critical section (bo...:11.75 [ft] <br />Punching shear area :19.83 [ft2] <br />Column Condition Vu Vc Vu/(φ*Vn) <br />Footing [Kip][Kip] <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />column 1 D37 - 1 10.96 807.59 0.018 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Page11 <br />15.102 2350 S Pullman St - <br />Phase I3/4/2025