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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-B.4.1 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 0.3476 Soil Bearing 1.147 ksf 3.30 ksf +D+0.70E <br />PASS 3.108 Overturning 23.351 k-ft 72.565 k-ft +0.60D+0.70E <br />PASS No Sliding Sliding 0.0 k 9.211 k No Sliding <br />PASS 7.518 Uplift 1.796 k 13.504 k +0.60D+0.70E <br />Utilization Ratio Item Applied Capacity Governing Load Combination <br />PASS 0.000209 Flexure - Right of Col #2 - Top <br />Flexure - Left of Col #1 - Top -0.06071 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 142.50-4.953 k-ft0.03476 <br />+0.90D+E <br />k-ft <br />Flexure - Between Cols - Bottom 1.690 k-ft0.01186 142.50 k-ft <br />-0.02977 k-ft 142.50 k-ft +1.40D <br />PASS 0.000162 Flexure - Right of Col #2 - Bottom 0.02315 k-ft 142.50 k-ft +0.90D+E <br />PASS 0.002660 1-way Shear - Col #1 0.2524 psi 94.868 psi +1.20D+E <br />PASS 0.02085 1-way Shear - Col #2 1.978 psi 94.868 psi +0.90D+E <br />PASS 0.008397 2-way Punching - Col #1 1.593 psi 189.737 psi +1.20D+E <br />2-way Punching - Col #2 3.356 psi 189.737 psi +1.20D+E <br />0.000426 +1.20D+EPASS <br />PASS <br />142.50 k-ft <br />PASS 0.01769 <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 16.58 0.61 0.61 3.30 0.186kftksfksfksf0.000 <br />+0.60D 13.45 0.50 0.50 3.30 0.151kftksfksfksf0.000 <br />+D+0.70E 17.76 0.17 1.15 3.30 0.348kftksfksfksf1.679 <br />+D+0.5250E 17.46 0.28 1.01 3.30 0.307kftksfksfksf1.281 <br />+0.60D+0.70E 14.62 0.05 1.03 3.30 0.312kftksfksfksf2.039 <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 0.90 157.13 174.956 23.35 119.95 5.137 <br />+D+0.5250E 0.67 147.46 218.924 17.51 119.58 6.828 <br />+0.60D+0.70E 0.90 109.74 122.195 23.35 72.56 3.108 <br />Sliding Stability <br />Load Combination...Sliding Force Resisting Force Sliding SafetyRatio <br />D Only 0.00 9.21 999kk <br />+0.60D 0.00 7.13 999kk <br />+D+0.70E 0.00 9.56 999kk <br />+D+0.5250E 0.00 9.48 999kk <br />+0.60D+0.70E 0.00 7.48 999kk <br />114