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Wall Footing <br />Keshishian EngineeringLic. # : KW-06012794 <br />DESCRIPTION:TYP CONT FOOTING <br />Software copyright ENERCALC, INC. 1983-2020, Build:12.20.10.31 <br />File: 23064.ec6 <br />DESIGN SUMMARY Design OK <br />Governing Load CombinationFactor of Safety Item Applied Capacity <br />PASS 1.0 Soil Bearing 1.50 ksf 1.50 ksf +D+Lr <br />PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning <br />PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding <br />PASS n/a Uplift 0.0 k 0.0 k No Uplift <br />Utilization Ratio Item Applied Capacity Governing Load Combination <br />PASS 0.002826 Z Flexure (+X) 0.1044 k-ft 36.953 k-ft +1.20D+1.60Lr <br />PASS 0.001759 Z Flexure (-X) 0.0650 k-ft 36.953 k-ft +0.90D <br />PASS n/a 1-way Shear (+X) 0.0 psi 75.0 psi n/a <br />PASS 0.0 1-way Shear (-X)0.0 psi 0.0 psi n/a <br />Detailed Results <br />Rotation Axis & <br />Xecc <br />Actual Soil Bearing Stress Actual / Allowable <br />Soil Bearing <br />Gross Allowable -X +X RatioLoad Combination... <br />, D Only 1.50 ksf 1.30 ksf 1.30 ksf 0.8670.0 in <br />, +D+Lr 1.50 ksf 1.50 ksf 1.50 ksf 1.0000.0 in <br />, +D+0.750Lr 1.50 ksf 1.450 ksf 1.450 ksf 0.9670.0 in <br />, +0.60D 1.50 ksf 0.780 ksf 0.780 ksf 0.5200.0 in <br />Rotation Axis & <br />Overturning Stability Units :k-ft <br />Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio <br />Footing Has NO Overturning <br />Force Application Axis <br />Sliding Stability <br />Load Combination...StatusSliding Force Resisting Force Sliding SafetyRatio <br />Footing Has NO Sliding <br />Flexure Axis & Load Combination k-ft <br />As Req'd <br />Footing Flexure <br />Tension @ Bot.Which Actual As <br />Statusk-ft <br />Mu <br />Side ? or Top ?in^2in^2 in^2 <br />Gvrn. As Phi*Mn <br />, +1.40D 0.1011 -X Bottom 0.2592 Min Temp %0.4 36.953 OK <br />, +1.40D 0.1011 +X Bottom 0.2592 Min Temp %0.4 36.953 OK <br />, +1.20D+0.50Lr 0.09222 -X Bottom 0.2592 Min Temp %0.4 36.953 OK <br />, +1.20D+0.50Lr 0.09222 +X Bottom 0.2592 Min Temp %0.4 36.953 OK <br />, +1.20D 0.08667 -X Bottom 0.2592 Min Temp %0.4 36.953 OK <br />, +1.20D 0.08667 +X Bottom 0.2592 Min Temp %0.4 36.953 OK <br />, +1.20D+1.60Lr 0.1044 -X Bottom 0.2592 Min Temp %0.4 36.953 OK <br />, +1.20D+1.60Lr 0.1044 +X Bottom 0.2592 Min Temp %0.4 36.953 OK <br />, +0.90D 0.065 -X Bottom 0.2592 Min Temp %0.4 36.953 OK <br />, +0.90D 0.065 +X Bottom 0.2592 Min Temp %0.4 36.953 OK <br />One Way Shear Units :k <br />Vu @ +XLoad Combination... Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.40D 0 0 0 75 0psipsipsipsi OK <br />+1.20D+0.50Lr 0 0 0 75 0psipsipsipsi OK <br />+1.20D 0 0 0 75 0psipsipsipsi OK <br />+1.20D+1.60Lr 0 0 0 75 0psipsipsipsi OK <br />+0.90D 0 0 0 75 0psipsipsipsi OK <br />Page 12 <br />1108 N Towner St & <br />#212/13/2024