Laserfiche WebLink
_S67 1 7 2.47 0.02 -1.66 -0.20 0.00 <br />_S68 1 7 2.35 -0.94 0.12 0.01 0.17 <br />_S69 1 7 2.27 0.94 -0.15 -0.01 -0.17 <br />_S70 1 7 2.15 -0.02 1.63 0.19 0.00 <br />_S71 1 7 2.47 0.02 -1.66 -0.20 0.00 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />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 :S26 - 1 <br />Condition qmean qmax ∆max Area in compression Overturning FS <br />Footing [Lb/ft2][Lb/ft2][in][ft2](%)FSx FSz slip <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />S26 - 1 1.07E03 1.37E03 0.0825 36.00 100 12.36 83.59 1000.00 <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.22.49 7.87 9.75 28.25 <br />x Bot.22.49 7.87 19.00 19.00 <br />z Top 12.00 6.00 9.75 28.25 <br />x Top 12.00 6.00 19.00 19.00 <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 D192 - 1 -1.98 -112.95 0.04 2.20 0.017 0.018 <br />zz Bot.D87 - 1 5.14 112.95 1.94 2.20 0.884 0.046 <br />xx Top D192 - 1 -1.38 -105.53 0.03 2.20 0.013 0.013 <br />xx Bot.D37 - 1 4.23 105.53 1.94 2.20 0.884 0.040 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Shear <br />Factor φ :0.75 <br />Shear area (plane zz):5.81 [ft2] <br />Shear area (plane xx):5.44 [ft2] <br />Plane Condition Vu Vc Vu/(φ*Vn) <br />Footing [Kip][Kip] <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />xy D37 - 1 2.10 110.73 0.025 <br />yz D87 - 1 2.67 118.37 0.030 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Punching shear <br />Page11 <br />15.52 2350 S Pullman St - <br />Phase I3/4/2025