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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 :S55 - 1 <br />Condition qmean qmax ∆max Area in compression Overturning FS <br />Footing [Lb/ft2][Lb/ft2][in][ft2](%)FSx FSz slip <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />S55 - 1 405 786 0.0471 25.00 100 1000.00 3.19 10.97 <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.24.99 8.75 23.00 23.00 <br />x Bot.24.99 8.75 21.00 21.00 <br />z Top 12.00 6.00 25.00 25.00 <br />x Top 12.00 6.00 21.00 21.00 <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 D80 - 1 -4.10 -241.34 0.04 2.64 0.017 0.017 <br />zz Bot.D86 - 1 10.31 241.34 2.58 2.64 0.979 0.043 <br />xx Top D190 - 1 -1.70 -232.43 0.02 2.64 0.007 0.007 <br />xx Bot.D34 - 1 6.09 232.43 2.59 2.64 0.982 0.026 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Shear <br />Factor φ :0.75 <br />Shear area (plane zz):8.59 [ft2] <br />Shear area (plane xx):8.28 [ft2] <br />Plane Condition Vu Vc Vu/(φ*Vn) <br />Footing [Kip][Kip] <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />xy D34 - 1 1.33 168.64 0.011 <br />yz D194 - 1 4.51 175.01 0.034 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Punching shear <br />Factor φ :0.75 <br />Perimeter of critical section (bo...:10.08 [ft] <br />Punching shear area :17.02 [ft2] <br />Column Condition Vu Vc Vu/(φ*Vn) <br />Footing [Kip][Kip] <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />column 1 D35 - 1 9.50 577.53 0.022 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Page11 <br />15.160 <br />2350 S Pullman St - <br />Phase I3/4/2025