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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-F.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 0.5632 Soil Bearing 1.802 ksf 3.20 ksf +0.60D+0.70E <br />PASS 1.539 Overturning 17.435 k-ft 26.839 k-ft +0.60D+0.70E <br />PASS No Sliding Sliding 0.0 k 7.066 k No Sliding <br />PASS 4.301 Uplift 2.325 k 9.998 k +0.60D+0.70E <br />Utilization Ratio Item Applied Capacity Governing Load Combination <br />PASS 0.000212 Flexure - Right of Col #2 - Top <br />Flexure - Left of Col #1 - Top -0.07085 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 142.50-2.254 k-ft0.01582 <br />+0.90D+E <br />k-ft <br />Flexure - Between Cols - Bottom 3.012 k-ft0.02114 142.50 k-ft <br />-0.03024 k-ft 142.50 k-ft +1.40D <br />PASS 0.000756 Flexure - Right of Col #2 - Bottom 0.1078 k-ft 142.50 k-ft +0.90D+E <br />PASS 0.009976 1-way Shear - Col #1 0.9464 psi 94.868 psi +0.90D+E <br />PASS 0.03322 1-way Shear - Col #2 3.152 psi 94.868 psi +0.90D+E <br />PASS 0.008455 2-way Punching - Col #1 1.604 psi 189.737 psi +1.20D+E <br />2-way Punching - Col #2 4.817 psi 189.737 psi +0.90D+E <br />0.000359 +1.20D+EPASS <br />PASS <br />197.275 k-ft <br />PASS 0.02539 <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 9.82 0.61 0.61 3.20 0.192kftksfksfksf0.000 <br />+0.60D 7.97 0.50 0.50 3.20 0.156kftksfksfksf0.000 <br />+D+0.70E 11.26 0.00 1.78 3.20 0.555kftksfksfksf1.891 <br />+D+0.5250E 10.90 0.00 1.43 3.20 0.447kftksfksfksf1.465 <br />+0.60D+0.70E 9.40 0.00 1.80 3.20 0.563kftksfksfksf2.265 <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 1.16 69.79 60.040 17.44 43.48 2.494 <br />+D+0.5250E 0.87 62.74 71.970 13.08 43.01 3.289 <br />+0.60D+0.70E 1.16 53.15 45.724 17.44 26.84 1.539 <br />Sliding Stability <br />Load Combination...Sliding Force Resisting Force Sliding SafetyRatio <br />D Only 0.00 7.07 999kk <br />+0.60D 0.00 5.84 999kk <br />+D+0.70E 0.00 7.50 999kk <br />+D+0.5250E 0.00 7.39 999kk <br />+0.60D+0.70E 0.00 6.27 999kk <br />120