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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-1.1 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 0.4061 Soil Bearing 1.299 ksf 3.20 ksf +0.60D+0.70E <br />PASS 1.478 Overturning 12.499 k-ft 18.472 k-ft +0.60D+0.70E <br />PASS No Sliding Sliding 0.0 k 5.784 k No Sliding <br />PASS 3.319 Uplift 2.083 k 6.915 k +0.60D+0.70E <br />Utilization Ratio Item Applied Capacity Governing Load Combination <br />PASS 0.000416 Flexure - Right of Col #2 - Top <br />Flexure - Left of Col #1 - Top -0.7759 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 114.636-0.7594 k-ft0.006624 <br />+0.90D+E <br />k-ft <br />Flexure - Between Cols - Bottom 2.365 k-ft0.02063 114.636 k-ft <br />-0.04764 k-ft 114.636 k-ft +1.40D <br />PASS 0.01646 Flexure - Right of Col #2 - Bottom 1.887 k-ft 114.636 k-ft +0.90D+E <br />PASS 0.01006 1-way Shear - Col #1 0.9539 psi 94.868 psi +0.90D+E <br />PASS 0.004920 1-way Shear - Col #2 0.4668 psi 94.868 psi +1.20D+E <br />PASS 0.002738 2-way Punching - Col #1 0.5195 psi 189.737 psi +0.90D+E <br />2-way Punching - Col #2 2.743 psi 189.737 psi +0.90D+E <br />0.006769 +1.20D+EPASS <br />PASS <br />114.636 k-ft <br />PASS 0.01446 <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 6.00 0.40 0.40 3.20 0.125kftksfksfksf0.000 <br />+0.60D 3.60 0.24 0.24 3.20 0.075kftksfksfksf0.000 <br />+D+0.70E 7.23 0.00 1.16 3.20 0.363kftksfksfksf1.679 <br />+D+0.5250E 6.92 0.00 0.95 3.20 0.296kftksfksfksf1.316 <br />+0.60D+0.70E 4.83 0.00 1.30 3.20 0.406kftksfksfksf2.514 <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 3.12 42.39 13.565 12.50 27.47 2.198 <br />+D+0.5250E 2.34 37.42 15.965 9.37 26.23 2.798 <br />+0.60D+0.70E 3.12 33.39 10.685 12.50 18.47 1.478 <br />Sliding Stability <br />Load Combination...Sliding Force Resisting Force Sliding SafetyRatio <br />D Only 0.00 5.78 999kk <br />+0.60D 0.00 5.07 999kk <br />+D+0.70E 0.00 6.15 999kk <br />+D+0.5250E 0.00 6.06 999kk <br />+0.60D+0.70E 0.00 5.44 999kk <br />123