Laserfiche WebLink
_S42 1 10 2 10.28 0.03 -1.22 -0.15 0.00 <br />_S43 1 10 2 10.28 0.00 0.04 0.00 0.00 <br />_S44 1 10 2 10.28 -0.86 0.07 0.00 0.14 <br />_S45 1 10 2 10.28 0.86 0.01 0.00 -0.14 <br />_S46 1 10 2 10.28 -0.02 1.30 0.16 0.00 <br />_S47 1 10 2 10.28 0.03 -1.22 -0.15 0.00 <br />_S48 1 10 2 6.79 -0.11 0.03 0.00 0.00 <br />_S49 1 10 2 6.79 0.11 0.01 0.00 0.00 <br />_S50 1 10 2 6.79 -0.06 1.34 0.06 0.00 <br />_S51 1 10 2 6.79 0.06 -1.30 -0.06 0.00 <br />_S52 1 10 2 1.13 -0.11 0.04 0.00 0.00 <br />_S53 1 10 2 1.13 0.11 0.02 0.00 0.00 <br />_S54 1 10 2 1.13 -0.05 1.36 0.06 0.00 <br />_S55 1 10 2 1.13 0.06 -1.29 -0.05 0.00 <br />_S56 1 10 2 6.79 -0.11 0.03 0.00 0.00 <br />_S57 1 10 2 6.79 0.11 0.01 0.00 0.00 <br />_S58 1 10 2 6.79 -0.06 1.34 0.06 0.00 <br />_S59 1 10 2 6.79 0.06 -1.30 -0.06 0.00 <br />_S60 1 10 2 1.13 -0.11 0.04 0.00 0.00 <br />_S61 1 10 2 1.13 0.11 0.02 0.00 0.00 <br />_S62 1 10 2 1.13 -0.05 1.36 0.06 0.00 <br />_S63 1 10 2 1.13 0.06 -1.29 -0.05 0.00 <br />_S64 1 10 2 3.41 -1.15 0.05 0.00 0.18 <br />_S65 1 10 2 3.41 1.15 -0.02 0.00 -0.18 <br />_S66 1 10 2 3.41 -0.03 1.70 0.21 0.00 <br />_S67 1 10 2 3.41 0.03 -1.67 -0.21 0.00 <br />_S68 1 10 2 3.41 -1.15 0.05 0.00 0.18 <br />_S69 1 10 2 3.41 1.15 -0.02 0.00 -0.18 <br />_S70 1 10 2 3.41 -0.03 1.70 0.21 0.00 <br />_S71 1 10 2 3.41 0.03 -1.67 -0.21 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 :S25 - 1 <br />Condition qmean qmax ∆max Area in compression Overturning FS <br />Footing [Lb/ft2][Lb/ft2][in][ft2](%)FSx FSz slip <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />S25 - 1 618 900 0.054 134.52 100 9.17 23.26 13.62 <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.21.01 7.35 39.75 15.75 <br />x Bot.22.49 7.87 16.52 16.52 <br />z Top 12.00 6.00 40.00 16.00 <br />x Top 12.00 6.00 19.02 19.02 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Page15 <br />15.130 2350 S Pullman St - <br />Phase I3/4/2025