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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-3.2 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 0.5396 Soil Bearing 1.727 ksf 3.20 ksf +D+0.70E <br />PASS 3.309 Overturning 7.962 k-ft 26.349 k-ft +0.60D+0.70E <br />PASS No Sliding Sliding 0.0 k 7.655 k No Sliding <br />PASS 6.740 Uplift 1.494 k 10.068 k +0.60D+0.70E <br />Utilization Ratio Item Applied Capacity Governing Load Combination <br />PASS 0.001590 Flexure - Right of Col #2 - Top <br />Flexure - Left of Col #1 - Top -0.5676 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 114.636-0.7604 k-ft0.006633 <br />+0.90D+E <br />k-ft <br />Flexure - Between Cols - Bottom 0.3880 k-ft0.003385 114.636 k-ft <br />-0.1822 k-ft 114.636 k-ft +1.40D <br />PASS 0.003715 Flexure - Right of Col #2 - Bottom 0.4259 k-ft 114.636 k-ft +0.90D+E <br />PASS 0.005515 1-way Shear - Col #1 0.5232 psi 94.868 psi +1.40D <br />PASS 0.005515 1-way Shear - Col #2 0.5232 psi 94.868 psi +1.40D <br />PASS 0.002076 2-way Punching - Col #1 0.3939 psi 189.737 psi +1.40D <br />2-way Punching - Col #2 2.074 psi 189.737 psi +0.90D+E <br />0.004951 +1.20D+EPASS <br />PASS <br />114.636 k-ft <br />PASS 0.01093 <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 12.53 0.99 0.99 3.20 0.309kftksfksfksf-0.000 <br />+0.60D 7.52 0.59 0.59 3.20 0.186kftksfksfksf0.000 <br />+D+0.70E 13.59 0.42 1.73 3.20 0.540kftksfksfksf0.644 <br />+D+0.5250E 13.32 0.56 1.54 3.20 0.482kftksfksfksf0.493 <br />+0.60D+0.70E 8.57 0.02 1.33 3.20 0.416kftksfksfksf1.021 <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 1.49 53.25 35.647 7.96 42.22 5.302 <br />+D+0.5250E 1.12 49.85 44.498 5.97 41.58 6.963 <br />+0.60D+0.70E 1.49 37.38 25.025 7.96 26.35 3.309 <br />Sliding Stability <br />Load Combination...Sliding Force Resisting Force Sliding SafetyRatio <br />D Only 0.00 7.66 999kk <br />+0.60D 0.00 6.19 999kk <br />+D+0.70E 0.00 7.97 999kk <br />+D+0.5250E 0.00 7.89 999kk <br />+0.60D+0.70E 0.00 6.51 999kk <br />135