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Wall Footing <br />LIC# : KW-06015195, Build:20.24.02.28 TA Structural (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:concrete slab <br />Project File: 38744 Cherry.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />DESIGN SUMMARY Design OK <br />Governing Load CombinationFactor of Safety Item Applied Capacity <br />PASS 0.8485 Soil Bearing 1.273 ksf 1.50 ksf +D+0.750Lr+0.750L <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 0.01510 Z Flexure (+X)0.1574 k-ft 10.424 k-ft +1.20D+1.60Lr+L <br />PASS 0.005271 Z Flexure (-X)0.05494 k-ft 10.424 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 0.7089 ksf 0.7089 ksf 0.4730.0 in <br />, +D+L 1.50 ksf 1.085 ksf 1.085 ksf 0.7230.0 in <br />, +D+Lr 1.50 ksf 1.085 ksf 1.085 ksf 0.7230.0 in <br />, +D+0.750Lr+0.750L 1.50 ksf 1.273 ksf 1.273 ksf 0.8490.0 in <br />, +D+0.750L 1.50 ksf 0.9909 ksf 0.9909 ksf 0.6610.0 in <br />, +0.60D 1.50 ksf 0.4253 ksf 0.4253 ksf 0.2840.0 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 0.08546 -X Bottom 0.2592 Min Temp %0.2667 10.424 OK <br />, +1.40D 0.08546 +X Bottom 0.2592 Min Temp %0.2667 10.424 OK <br />, +1.20D+0.50Lr+1.60L 0.1412 -X Bottom 0.2592 Min Temp %0.2667 10.424 OK <br />, +1.20D+0.50Lr+1.60L 0.1412 +X Bottom 0.2592 Min Temp %0.2667 10.424 OK <br />, +1.20D+1.60L 0.1251 -X Bottom 0.2592 Min Temp %0.2667 10.424 OK <br />, +1.20D+1.60L 0.1251 +X Bottom 0.2592 Min Temp %0.2667 10.424 OK <br />, +1.20D+1.60Lr+L 0.1574 -X Bottom 0.2592 Min Temp %0.2667 10.424 OK <br />, +1.20D+1.60Lr+L 0.1574 +X Bottom 0.2592 Min Temp %0.2667 10.424 OK <br />, +1.20D+1.60Lr 0.1251 -X Bottom 0.2592 Min Temp %0.2667 10.424 OK <br />, +1.20D+1.60Lr 0.1251 +X Bottom 0.2592 Min Temp %0.2667 10.424 OK <br />, +1.20D+L 0.1056 -X Bottom 0.2592 Min Temp %0.2667 10.424 OK <br />, +1.20D+L 0.1056 +X Bottom 0.2592 Min Temp %0.2667 10.424 OK <br />, +1.20D 0.07326 -X Bottom 0.2592 Min Temp %0.2667 10.424 OK <br />, +1.20D 0.07326 +X Bottom 0.2592 Min Temp %0.2667 10.424 OK <br />, +1.20D+0.50Lr+L 0.1218 -X Bottom 0.2592 Min Temp %0.2667 10.424 OK <br />, +1.20D+0.50Lr+L 0.1218 +X Bottom 0.2592 Min Temp %0.2667 10.424 OK <br />, +0.90D 0.05494 -X Bottom 0.2592 Min Temp %0.2667 10.424 OK <br />, +0.90D 0.05494 +X Bottom 0.2592 Min Temp %0.2667 10.424 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+1.60L 0 0 0 75 0psipsipsipsi OK <br />+1.20D+1.60L 0 0 0 75 0psipsipsipsi OK <br />+1.20D+1.60Lr+L 0 0 0 75 0psipsipsipsi OK <br />+1.20D+1.60Lr 0 0 0 75 0psipsipsipsi OK