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Combined Footing <br />LIC# : KW-06017527, Build:20.23.2.14 HOLMES STRUCTURES (c) ENERCALC INC 1983-2022 <br />DESCRIPTION:R-3.1 FTG <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 0.5872 Soil Bearing 1.879 ksf 3.20 ksf +D+0.70E <br />PASS 3.142 Overturning 8.413 k-ft 26.428 k-ft +0.60D+0.70E <br />PASS No Sliding Sliding 0.0 k 7.756 k No Sliding <br />PASS 7.407 Uplift 1.402 k 10.386 k +0.60D+0.70E <br />Utilization Ratio Item Applied Capacity Governing Load Combination <br />PASS 0.000521 Flexure - Right of Col #2 - Top <br />Flexure - Left of Col #1 - Top -0.1086 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 114.636-1.658 k-ft0.01446 <br />+0.90D+E <br />k-ft <br />Flexure - Between Cols - Bottom 0.1250 k-ft0.001091 114.636 k-ft <br />-0.05972 k-ft 114.636 k-ft +1.40D <br />PASS 0.000313 Flexure - Right of Col #2 - Bottom 0.03586 k-ft 114.636 k-ft +0.90D+E <br />PASS 0.01328 1-way Shear - Col #1 1.260 psi 94.868 psi +0.90D+E <br />PASS 0.01246 1-way Shear - Col #2 1.182 psi 94.868 psi +1.20D+E <br />PASS 0.005268 2-way Punching - Col #1 0.9996 psi 189.737 psi +1.40D <br />2-way Punching - Col #2 1.663 psi 189.737 psi +0.90D+E <br />0.000948 +1.20D+EPASS <br />PASS <br />114.636 k-ft <br />PASS 0.008765 <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 12.87 0.99 0.99 3.20 0.309kftksfksfksf0.000 <br />+0.60D 7.72 0.59 0.59 3.20 0.186kftksfksfksf0.000 <br />+D+0.70E 14.13 0.30 1.88 3.20 0.587kftksfksfksf0.791 <br />+D+0.5250E 13.82 0.47 1.66 3.20 0.518kftksfksfksf0.607 <br />+0.60D+0.70E 8.98 0.00 1.49 3.20 0.466kftksfksfksf1.245 <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 0.70 57.81 82.460 8.41 43.16 5.130 <br />+D+0.5250E 0.53 53.81 102.348 6.31 42.83 6.788 <br />+0.60D+0.70E 0.70 41.08 58.594 8.41 26.43 3.142 <br />Sliding Stability <br />Load Combination...Sliding Force Resisting Force Sliding SafetyRatio <br />D Only 0.00 7.76 999kk <br />+0.60D 0.00 6.25 999kk <br />+D+0.70E 0.00 8.13 999kk <br />+D+0.5250E 0.00 8.04 999kk <br />+0.60D+0.70E 0.00 6.63 999kk <br />132