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RESULTS: <br />Status :OK <br />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 :S13 - 1 <br />Condition qmean qmax ∆max Area in compression Overturning FS <br />Footing [Lb/ft2][Lb/ft2][in][ft2](%)FSx FSz slip <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />S13 - 1 1.15E03 2E03 0.12 100.00 100 19.48 5.08 6.05 <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 41.50 41.50 <br />x Bot.24.99 8.75 46.00 46.00 <br />z Top 12.00 6.00 41.50 41.50 <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 D95 - 1 -70.83 -482.67 0.76 5.28 0.145 0.147 <br />zz Bot.D85 - 1 107.89 482.67 4.88 5.28 0.924 0.224 <br />xx Top D193 - 1 -40.21 -311.54 0.45 3.52 0.128 0.129 <br />xx Bot.D85 - 1 47.82 464.85 5.18 5.28 0.982 0.103 <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 D85 - 1 14.52 337.29 0.057 <br />yz D85 - 1 31.55 350.02 0.120 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Punching shear <br />Factor φ :0.75 <br />Perimeter of critical section (bo...:15.58 [ft] <br />Punching shear area :26.30 [ft2] <br />Page11 <br />15.65 <br />2350 S Pullman St - <br />Phase I3/4/2025