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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-D.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 0.3763 Soil Bearing 1.204 ksf 3.20 ksf +D+0.70E <br />PASS 2.549 Overturning 44.179 k-ft 112.617 k-ft +0.60D+0.70E <br />PASS No Sliding Sliding 0.0 k 9.627 k No Sliding <br />PASS 6.407 Uplift 2.678 k 17.154 k +0.60D+0.70E <br />Utilization Ratio Item Applied Capacity Governing Load Combination <br />PASS 0.000385 Flexure - Right of Col #2 - Top <br />Flexure - Left of Col #1 - Top -0.06025 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 81.156-9.014 k-ft0.1111 <br />+0.90D+E <br />k-ft <br />Flexure - Between Cols - Bottom 4.454 k-ft0.05489 81.156 k-ft <br />-0.03124 k-ft 81.156 k-ft +1.40D <br />PASS 0.000249 Flexure - Right of Col #2 - Bottom 0.02021 k-ft 81.156 k-ft +0.90D+E <br />PASS 0.04757 1-way Shear - Col #1 4.513 psi 94.868 psi +0.90D+E <br />PASS 0.07913 1-way Shear - Col #2 7.507 psi 94.868 psi +1.20D+E <br />PASS 0.01940 2-way Punching - Col #1 3.680 psi 189.737 psi +1.20D+E <br />2-way Punching - Col #2 6.483 psi 189.737 psi +1.20D+E <br />0.000742 +1.20D+EPASS <br />PASS <br />81.156 k-ft <br />PASS 0.03417 <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 20.25 0.60 0.60 3.20 0.186kftksfksfksf0.000 <br />+0.60D 17.29 0.51 0.51 3.20 0.159kftksfksfksf0.000 <br />+D+0.70E 21.72 0.07 1.20 3.20 0.376kftksfksfksf2.515 <br />+D+0.5250E 21.35 0.20 1.05 3.20 0.329kftksfksfksf1.918 <br />+0.60D+0.70E 18.76 0.00 1.12 3.20 0.349kftksfksfksf2.911 <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 1.34 252.69 188.754 44.18 186.31 4.217 <br />+D+0.5250E 1.00 235.58 234.627 33.13 185.79 5.607 <br />+0.60D+0.70E 1.34 179.00 133.706 44.18 112.62 2.549 <br />Sliding Stability <br />Load Combination...Sliding Force Resisting Force Sliding SafetyRatio <br />D Only 0.00 9.63 999kk <br />+0.60D 0.00 7.05 999kk <br />+D+0.70E 0.00 10.07 999kk <br />+D+0.5250E 0.00 9.96 999kk <br />+0.60D+0.70E 0.00 7.49 999kk <br />117