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Combined Footing <br />LIC# : KW-06017527, Build:20.23.2.14 HOLMES STRUCTURES (c) ENERCALC INC 1983-2022 <br />DESCRIPTION:WSWH GB <br />Project File: Cypress_Gravity.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 0.2359 Soil Bearing 0.7785 ksf 3.30 ksf +D+0.70E <br />PASS 6.255 Overturning 13.160 k-ft 82.317 k-ft +0.60D+0.70E <br />PASS No Sliding Sliding 0.0 k 8.736 k No Sliding <br />PASS No Uplift Uplift 0.0 k 0.0 k No Uplift <br />Utilization Ratio Item Applied Capacity Governing Load Combination <br />PASS 0.001329 Flexure - Right of Col #2 - Top <br />Flexure - Left of Col #1 - Top -0.2287 k-ft <br />No Bending Flexure - Left of Col #1 - Bottom 0.0 k-ft <br />+1.20D+E <br />PASS <br />0.0 N/A <br />PASS <br />k-ft <br />Flexure - Between Cols - Top 81.156-9.119 k-ft0.1124 <br />+0.90D+E <br />k-ft <br />Flexure - Between Cols - Bottom 8.899 k-ft0.1097 81.156 k-ft <br />-0.1078 k-ft 81.156 k-ft +1.40D <br />PASS 0.000825 Flexure - Right of Col #2 - Bottom 0.06698 k-ft 81.156 k-ft +0.90D+E <br />PASS 0.02921 1-way Shear - Col #1 2.771 psi 94.868 psi +0.90D+E <br />PASS 0.03518 1-way Shear - Col #2 3.338 psi 94.868 psi +1.20D+E <br />PASS 0.01447 2-way Punching - Col #1 2.746 psi 189.737 psi +1.40D <br />2-way Punching - Col #2 2.905 psi 189.737 psi +1.20D+E <br />0.002818 +1.20D+EPASS <br />PASS <br />81.156 k-ft <br />PASS 0.01531 <br />Soil Bearing <br />Eccentricity Actual Soil Bearing Stress Actual / Allow <br />Total Bearing @ Left Edge @ Right Edgefrom Ftg CL Allowable RatioLoad Combination... <br />D Only 17.47 0.60 0.60 3.30 0.180kftksfksfksf0.000 <br />+0.60D 14.92 0.51 0.51 3.30 0.154kftksfksfksf0.000 <br />+D+0.70E 17.47 0.41 0.78 3.30 0.236kftksfksfksf0.753 <br />+D+0.5250E 17.47 0.46 0.73 3.30 0.222kftksfksfksf0.565 <br />+0.60D+0.70E 14.92 0.33 0.69 3.30 0.210kftksfksfksf0.882 <br />Moments about Left Edge Moments about Right Edgek-ft k-ft <br />Overturning Stability <br />Load Combination...Overturning Resisting Ratio Overturning Resisting Ratio <br />D Only 0.00 0.00 999.000 0.00 0.00 999.000 <br />+0.60D 0.00 0.00 999.000 0.00 0.00 999.000 <br />+D+0.70E 0.00 0.00 999.000 13.16 137.20 10.425 <br />+D+0.5250E 0.00 0.00 999.000 9.87 137.20 13.900 <br />+0.60D+0.70E 0.00 0.00 999.000 13.16 82.32 6.255 <br />Sliding Stability <br />Load Combination...Sliding Force Resisting Force Sliding SafetyRatio <br />D Only 0.00 8.74 999kk <br />+0.60D 0.00 6.52 999kk <br />+D+0.70E 0.00 8.74 999kk <br />+D+0.5250E 0.00 8.74 999kk <br />+0.60D+0.70E 0.00 6.52 999kk <br />111