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Wall Footing <br />LIC# : KW-06013979, Build:20.23.05.25 DCI ENGINEERING (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Wall Footing <br />Project File: CMU Calcs.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 0.8558 Soil Bearing 1.284 ksf 1.50 ksf +0.60D+0.70E <br />PASS 1.445 Overturning - Z-Z 1.084 k-ft 1.567 k-ft +0.60D+0.70E <br />PASS 1.553 Sliding - X-X 0.1862 k 0.2892 k +0.60D+0.70E <br />PASS n/a Uplift 0.0 k 0.0 k No Uplift <br />Utilization Ratio Item Applied Capacity Governing Load Combination <br />PASS 0.06969 Z Flexure (+X)1.077 k-ft 15.455 k-ft +1.20D+E <br />PASS 0.0 Z Flexure (-X)0.0 k-ft 15.455 k-ft No Moment <br />PASS 0.003042 1-way Shear (+X)0.250 psi 82.158 psi +1.40D <br />PASS 0.003042 1-way Shear (-X)0.250 psi 82.158 psi +1.40D <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 0.4944 ksf 0.4944 ksf 0.3300.0 in <br />, +D+0.70E 1.50 ksf 0.0 ksf 1.127 ksf 0.7518.097 in <br />, +D+0.5250E 1.50 ksf 0.03278 ksf 0.9561 ksf 0.6376.073 in <br />, +0.60D 1.50 ksf 0.2967 ksf 0.2967 ksf 0.1980.0 in <br />, +0.60D+0.70E 1.50 ksf 0.0 ksf 1.284 ksf 0.85613.496 in <br />Rotation Axis & <br />Overturning Stability Units :k-ft <br />Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio <br />, D Only None 0.0 k-ft Infinity OK <br />, +D+0.70E 1.084 k-ft 2.611 k-ft 2.408 OK <br />, +D+0.5250E 0.8132 k-ft 2.611 k-ft 3.211 OK <br />, +0.60D None 0.0 k-ft Infinity OK <br />, +0.60D+0.70E 1.084 k-ft 1.567 k-ft 1.445 OK <br />Force Application Axis <br />Sliding Stability <br />Load Combination...StatusSliding Force Resisting Force Sliding SafetyRatio <br />, D Only 0.0 k 0.4821 k No Sliding OK <br />, +D+0.70E 0.1862 k 0.4821 k 2.589 OK <br />, +D+0.5250E 0.1397 k 0.4821 k 3.452 OK <br />, +0.60D 0.0 k 0.2892 k No Sliding OK <br />, +0.60D+0.70E 0.1862 k 0.2892 k 1.553 OK <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 0.5774 -X Bottom 0.0216 Min Temp %0.2325 15.455 OK <br />, +1.40D 0.5774 +X Bottom 0.0216 Min Temp %0.2325 15.455 OK <br />, +1.20D 0.4949 -X Bottom 0.0216 Min Temp %0.2325 15.455 OK <br />, +1.20D 0.4949 +X Bottom 0.0216 Min Temp %0.2325 15.455 OK <br />, +1.20D+E 0.01376 -X Bottom 0.0216 Min Temp %0.2325 15.455 OK <br />, +1.20D+E 1.077 +X Bottom 0.0216 Min Temp %0.2325 15.455 OK <br />, +0.90D 0.3712 -X Bottom 0.0216 Min Temp %0.2325 15.455 OK <br />, +0.90D 0.3712 +X Bottom 0.0216 Min Temp %0.2325 15.455 OK <br />, +0.90D+E 0 -X Bottom 0.0216 Min Temp %0.2325 15.455 OK <br />, +0.90D+E 1.076 +X Bottom 0.0216 Min Temp %0.2325 15.455 OK <br />One Way Shear Units :k <br />Vu @ +XLoad Combination...Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.40D 0.25 0.25 0.25 82.158 0.003042psipsipsipsi OK <br />+1.20D 0.2143 0.2143 0.2143 82.158 0.002608psipsipsipsi OK <br />+1.20D+E 0.2143 0.2143 0.2143 82.158 0.002608psipsipsipsi OK <br />+0.90D 0.1607 0.1607 0.1607 82.158 0.001956psipsipsipsi OK <br />+0.90D+E 0.1607 0.1607 0.1607 82.158 0.001956psipsipsipsi OK <br />2000 W Alton Ave - <br />1011190907/9/2024