2350 S Pullman St-Phase I-DEF 1-Concrete Foundation Underpinning - Plan

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_S42 1 75 2 30.27 0.03 -1.26 -0.17 0.00 _S43 1 75 2 39.93 0.00 2.27 0.37 0.00 _S44 1 75 2 39.78 -1.13 2.26 0.37 0.18 _S45 1 75 2 40.09 1.14 2.27 0.36 -0.18 _S46 1 75 2 49.60 -0.02 5.79 0.90 0.00 _S47 1 75 2 30.27 0.03 -1.26 -0.17 0.00 _S48 1 75 2 21.73 -1.90 1.26 0.21 0.31 _S49 1 75 2 21.91 1.90 1.27 0.21 -0.31 _S50 1 75 2 40.29 -0.06 3.61 0.45 0.00 _S51 1 75 2 3.34 0.06 -1.07 -0.03 0.00 _S52 1 75 2 20.06 -1.90 1.06 0.16 0.31 _S53 1 75 2 20.23 1.90 1.08 0.16 -0.31 _S54 1 75 2 38.62 -0.05 3.41 0.40 0.00 _S55 1 75 2 1.67 0.06 -1.27 -0.08 0.00 _S56 1 75 2 21.73 -1.90 1.26 0.21 0.31 _S57 1 75 2 21.91 1.90 1.27 0.21 -0.31 _S58 1 75 2 40.29 -0.06 3.61 0.45 0.00 _S59 1 75 2 3.34 0.06 -1.07 -0.03 0.00 _S60 1 75 2 20.06 -1.90 1.06 0.16 0.31 _S61 1 75 2 20.23 1.90 1.08 0.16 -0.31 _S62 1 75 2 38.62 -0.05 3.41 0.40 0.00 _S63 1 75 2 1.67 0.06 -1.27 -0.08 0.00 _S64 1 75 2 16.63 -1.51 0.95 0.16 0.25 _S65 1 75 2 17.04 1.51 0.96 0.15 -0.25 _S66 1 75 2 29.73 -0.03 5.66 0.87 0.00 _S67 1 75 2 3.95 0.03 -3.74 -0.56 0.00 _S68 1 75 2 16.63 -1.51 0.95 0.16 0.25 _S69 1 75 2 17.04 1.51 0.96 0.15 -0.25 _S70 1 75 2 29.73 -0.03 5.66 0.87 0.00 _S71 1 75 2 3.95 0.03 -3.74 -0.56 0.00 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- RESULTS: Status :Warnings in design - The distance between columns is larger than the required to consider the footing as rigid body. Sec. 5.3 ACI 336.2R Soil.Foundation interaction Allowable stress :3E03 [Lb/ft2] Min. safety factor for sliding :1.00 Min. safety factor for overturning :1.00 Controlling condition :S17 - 1 Condition qmean qmax ∆max Area in compression Overturning FS Footing [Lb/ft2][Lb/ft2][in][ft2](%)FSx FSz slip --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- S17 - 1 1.22E03 2.46E03 0.147 76.30 57 390.09 1.61 2.37 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Bending Factor φ :0.90 Min rebar ratio :0.00180 Development length Axis Pos.ld lhd Dist1 Dist2 [in][in][in][in] --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- z Bot.21.69 7.59 27.75 27.75 x Bot.22.49 7.87 15.75 15.75 z Top 12.00 6.00 28.00 28.00 x Top 12.69 6.00 19.00 19.00 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Page15 15.147 2350 S Pullman St - Phase I3/4/2025