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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 :S65 - 1 <br />Condition qmean qmax ∆max Area in compression Overturning FS <br />Footing [Lb/ft2][Lb/ft2][in][ft2](%)FSx FSz slip <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />S65 - 1 304 626 0.0375 75.01 93 53.09 2.62 1.50 <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.31.68 11.09 45.75 45.75 <br />x Bot.31.68 11.09 42.75 42.75 <br />z Top 12.00 6.00 46.00 46.00 <br />x Top 12.00 6.00 46.00 46.00 <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 -26.79 -437.73 0.29 4.84 0.060 0.061 <br />zz Bot.D162 - 1 58.16 437.73 4.67 4.84 0.964 0.133 <br />xx Top D193 - 1 -20.01 -270.82 0.22 3.08 0.073 0.074 <br />xx Bot.D85 - 1 45.36 421.39 4.67 4.84 0.964 0.108 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Shear <br />Factor φ :0.75 <br />Shear area (plane zz):15.47 [ft2] <br />Shear area (plane xx):14.91 [ft2] <br />Plane Condition Vu Vc Vu/(φ*Vn) <br />Footing [Kip][Kip] <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />xy D85 - 1 13.48 235.14 0.076 <br />yz D162 - 1 17.26 244.01 0.094 <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 D162 - 1 36.68 598.93 0.082 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Page11 <br />15.78 2350 S Pullman St - <br />Phase I3/4/2025