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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 :S14 - 1 <br />Condition qmean qmax ∆max Area in compression Overturning FS <br />Footing [Lb/ft2][Lb/ft2][in][ft2](%)FSx FSz slip <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />S14 - 1 706 772 0.0463 100.00 100 189.69 38.67 36.42 <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 49.50 49.50 <br />x Bot.24.99 8.75 49.50 49.50 <br />z Top 12.00 6.00 52.00 52.00 <br />x Top 12.00 6.00 52.00 52.00 <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 D191 - 1 -38.87 -482.67 0.42 5.28 0.079 0.081 <br />zz Bot.D87 - 1 51.48 482.67 5.18 5.28 0.982 0.107 <br />xx Top D191 - 1 -37.03 -311.54 0.41 3.52 0.118 0.119 <br />xx Bot.D87 - 1 47.08 464.85 5.18 5.28 0.982 0.101 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Shear <br />Factor φ :0.75 <br />Shear area (plane zz):17.19 [ft2] <br />Shear area (plane xx):16.56 [ft2] <br />Plane Condition Vu Vc Vu/(φ*Vn) <br />Footing [Kip][Kip] <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />xy D87 - 1 13.38 337.29 0.053 <br />yz D87 - 1 14.35 350.02 0.055 <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 D87 - 1 43.82 807.59 0.072 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Page11 <br />15.114 2350 S Pullman St - <br />Phase I3/4/2025