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Wall Footing <br />LIC# : KW-06019412, Build:20.24.04.04 Simple Engineering (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:12" x 24" Wall Footing w/ 2-#5 Top and Bot <br />Project File: enercalc warbler.ec6 <br />Project Title:Warbler St Residence <br />Engineer:Simple Engineering LLC <br />Project ID: <br />Project Descr:Kitchen and Master Bedroom Addition <br />DESIGN SUMMARY Design OK <br />Governing Load CombinationFactor of Safety Item Applied Capacity <br />PASS 0.6667 Soil Bearing 1.0 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 0.000489 Z Flexure (+X)0.04075 k-ft 83.306 k-ft +1.20D+1.60Lr <br />PASS 0.000250 Z Flexure (-X)0.02081 k-ft 83.306 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 0.740 ksf 0.740 ksf 0.4930.0 in <br />, +D+Lr 1.50 ksf 1.0 ksf 1.0 ksf 0.6670.0 in <br />, +D+0.750Lr 1.50 ksf 0.9350 ksf 0.9350 ksf 0.6230.0 in <br />, +0.60D 1.50 ksf 0.4440 ksf 0.4440 ksf 0.2960.0 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 0.03238 -X Bottom 0.5184 Min Temp %0.93 83.306 OK <br />, +1.40D 0.03238 +X Bottom 0.5184 Min Temp %0.93 83.306 OK <br />, +1.20D+0.50Lr 0.03181 -X Bottom 0.5184 Min Temp %0.93 83.306 OK <br />, +1.20D+0.50Lr 0.03181 +X Bottom 0.5184 Min Temp %0.93 83.306 OK <br />, +1.20D 0.02775 -X Bottom 0.5184 Min Temp %0.93 83.306 OK <br />, +1.20D 0.02775 +X Bottom 0.5184 Min Temp %0.93 83.306 OK <br />, +1.20D+1.60Lr 0.04075 -X Bottom 0.5184 Min Temp %0.93 83.306 OK <br />, +1.20D+1.60Lr 0.04075 +X Bottom 0.5184 Min Temp %0.93 83.306 OK <br />, +0.90D 0.02081 -X Bottom 0.5184 Min Temp %0.93 83.306 OK <br />, +0.90D 0.02081 +X Bottom 0.5184 Min Temp %0.93 83.306 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 />40 <br />2314 S Warbler St <br />ADDITION12/12/2024