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_S42 1 10 2 -1.03 0.02 0.08 0.03 0.00 <br />_S43 1 10 2 6.00 0.00 2.25 0.37 0.00 <br />_S44 1 10 2 5.89 -1.07 2.24 0.36 0.18 <br />_S45 1 10 2 6.11 1.07 2.26 0.37 -0.18 <br />_S46 1 10 2 13.03 -0.02 4.42 0.70 0.00 <br />_S47 1 10 2 -1.03 0.02 0.08 0.03 0.00 <br />_S48 1 10 2 3.79 -0.42 1.22 0.20 0.05 <br />_S49 1 10 2 3.79 0.42 1.22 0.20 -0.05 <br />_S50 1 10 2 22.00 -0.04 9.60 1.44 0.00 <br />_S51 1 10 2 -14.41 0.03 -7.16 -1.04 0.00 <br />_S52 1 10 2 1.50 -0.42 1.19 0.19 0.05 <br />_S53 1 10 2 1.50 0.42 1.19 0.19 -0.05 <br />_S54 1 10 2 19.71 -0.03 9.57 1.43 0.00 <br />_S55 1 10 2 -16.70 0.04 -7.19 -1.04 0.00 <br />_S56 1 10 2 3.79 -0.42 1.22 0.20 0.05 <br />_S57 1 10 2 3.79 0.42 1.22 0.20 -0.05 <br />_S58 1 10 2 22.00 -0.04 9.60 1.44 0.00 <br />_S59 1 10 2 -14.41 0.03 -7.16 -1.04 0.00 <br />_S60 1 10 2 1.50 -0.42 1.19 0.19 0.05 <br />_S61 1 10 2 1.50 0.42 1.19 0.19 -0.05 <br />_S62 1 10 2 19.71 -0.03 9.57 1.43 0.00 <br />_S63 1 10 2 -16.70 0.04 -7.19 -1.04 0.00 <br />_S64 1 10 2 2.06 -1.43 0.96 0.16 0.24 <br />_S65 1 10 2 2.36 1.43 0.98 0.16 -0.24 <br />_S66 1 10 2 11.59 -0.03 3.86 0.60 0.00 <br />_S67 1 10 2 -7.16 0.03 -1.92 -0.29 0.00 <br />_S68 1 10 2 2.06 -1.43 0.96 0.16 0.24 <br />_S69 1 10 2 2.36 1.43 0.98 0.16 -0.24 <br />_S70 1 10 2 11.59 -0.03 3.86 0.60 0.00 <br />_S71 1 10 2 -7.16 0.03 -1.92 -0.29 0.00 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />RESULTS: <br />Status :Warnings in design <br />- Insufficient development length, Section 25.4.2.1 <br />- The distance between columns is larger than the required to consider the footing as rigid body. Sec. 5.3 ACI 336.2R <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 :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 - 1 658 1.36E03 0.0815 91.70 67 45.35 1.80 1.52 <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.22.91 8.02 39.75 15.75 <br />x Bot.22.49 7.87 18.77 18.77 <br />z Top 12.00 6.00 40.00 16.00 <br />x Top 12.00 6.00 22.02 22.02 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Page15 <br />15.15 2350 S Pullman St - <br />Phase I3/4/2025