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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-2.1 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 0.3207 Soil Bearing 1.026 ksf 3.20 ksf +D+0.70E <br />PASS 4.321 Overturning 39.477 k-ft 170.570 k-ft +0.60D+0.70E <br />PASS No Sliding Sliding 0.0 k 11.157 k No Sliding <br />PASS 10.303 Uplift 1.926 k 19.840 k +0.60D+0.70E <br />Utilization Ratio Item Applied Capacity Governing Load Combination <br />PASS 0.000380 Flexure - Right of Col #2 - Top <br />Flexure - Left of Col #1 - Top -0.04796 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 81.156-11.324 k-ft0.1395 <br />+0.90D+E <br />k-ft <br />Flexure - Between Cols - Bottom 2.945 k-ft0.03629 81.156 k-ft <br />-0.03087 k-ft 81.156 k-ft +1.40D <br />PASS No Bending Flexure - Right of Col #2 - Bottom 0.0 k-ft 0.0 k-ft N/A <br />PASS 0.03279 1-way Shear - Col #1 3.111 psi 94.868 psi +1.20D+E <br />PASS 0.08939 1-way Shear - Col #2 8.480 psi 94.868 psi +0.90D+E <br />PASS 0.01720 2-way Punching - Col #1 3.264 psi 189.737 psi +1.20D+E <br />2-way Punching - Col #2 5.236 psi 189.737 psi +1.20D+E <br />0.000591 +1.20D+EPASS <br />PASS <br />81.156 k-ft <br />PASS 0.02760 <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 25.01 0.60 0.60 3.20 0.186kftksfksfksf0.000 <br />+0.60D 21.36 0.51 0.51 3.20 0.159kftksfksfksf0.000 <br />+D+0.70E 26.86 0.25 1.03 3.20 0.321kftksfksfksf2.122 <br />+D+0.5250E 26.40 0.34 0.92 3.20 0.287kftksfksfksf1.620 <br />+0.60D+0.70E 23.21 0.17 0.94 3.20 0.294kftksfksfksf2.457 <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 0.96 358.53 372.360 39.48 283.03 7.169 <br />+D+0.5250E 0.72 339.18 469.688 29.61 282.55 9.543 <br />+0.60D+0.70E 0.96 246.07 255.566 39.48 170.57 4.321 <br />Sliding Stability <br />Load Combination...Sliding Force Resisting Force Sliding SafetyRatio <br />D Only 0.00 11.16 999kk <br />+0.60D 0.00 7.97 999kk <br />+D+0.70E 0.00 11.71 999kk <br />+D+0.5250E 0.00 11.57 999kk <br />+0.60D+0.70E 0.00 8.52 999kk <br />129