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Combined Footing <br />LIC# : KW-06016886, Build:20.23.12.07 LEE & LEE STRUCTURAL ENGINEERING INC.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:F2 <br />Project File: 201 W 19th St.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 0.9755 Soil Bearing 1.951 ksf 2.0 ksf +D+L <br />PASS No OTM Overturning 0.0 k-ft 0.0 k-ft No OTM <br />PASS No Sliding Sliding 0.0 k 8.501 k No Sliding <br />PASS No Uplift Uplift 0.0 k 0.0 k No Uplift <br />Utilization Ratio Item Applied Capacity Governing Load Combination <br />PASS No Bending Flexure - Right of Col #2 - Top <br />Flexure - Left of Col #1 - Top 0.0 k-ft <br />0.1527 Flexure - Left of Col #1 - Bottom 58.904 k-ft <br />N/A <br />PASS <br />385.782 +1.20D+1.60L <br />PASS <br />k-ft <br />Flexure - Between Cols - Top 0.00.0 k-ftNo Bending <br />+1.20D+1.60L <br />k-ft <br />Flexure - Between Cols - Bottom 58.958 k-ft0.1528 385.782 k-ft <br />0.0 k-ft 0.0 k-ft N/A <br />PASS 0.06992 Flexure - Right of Col #2 - Bottom 26.973 k-ft 385.782 k-ft +1.20D+1.60L <br />PASS 0.1933 1-way Shear - Col #1 17.154 psi 88.741 psi +1.20D+1.60L <br />PASS 0.1933 1-way Shear - Col #2 17.154 psi 88.741 psi +1.20D+1.60L <br />PASS 0.2062 2-way Punching - Col #1 36.591 psi 177.482 psi +1.20D+1.60L <br />2-way Punching - Col #2 37.094 psi 177.482 psi +1.20D+1.60L <br />No Bending N/APASS <br />PASS <br />0.0 k-ft <br />PASS 0.2090 <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 28.34 0.84 0.46 2.00 0.419kftksfksfksf-0.347 <br />+D+L 60.28 1.95 0.82 2.00 0.975kftksfksfksf-0.494 <br />+D+0.750L 52.29 1.67 0.73 2.00 0.836kftksfksfksf-0.474 <br />+D+0.70E 32.93 0.89 0.62 2.00 0.444kftksfksfksf-0.211 <br />+D+0.750L+0.5250E 55.73 1.71 0.85 2.00 0.855kftksfksfksf-0.406 <br />+0.60D 17.00 0.50 0.28 2.00 0.251kftksfksfksf-0.347 <br />+0.60D+0.70E 21.59 0.55 0.44 2.00 0.277kftksfksfksf-0.140 <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 />+D+L 0.00 0.00 999.000 0.00 0.00 999.000 <br />+D+0.750L 0.00 0.00 999.000 0.00 0.00 999.000 <br />+D+0.70E 0.00 0.00 999.000 0.00 0.00 999.000 <br />+D+0.750L+0.5250E 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 />+0.60D+0.70E 0.00 0.00 999.000 0.00 0.00 999.000 <br />Sliding Stability <br />Load Combination...Sliding Force Resisting Force Sliding SafetyRatio <br />D Only 0.00 8.50 999kk <br />+D+L 0.00 18.08 999kk <br />+D+0.750L 0.00 15.69 999kk <br />+D+0.70E 0.00 9.88 999kk <br />+D+0.750L+0.5250E 0.00 16.72 999kk <br />+0.60D 0.00 5.10 999kk <br />+0.60D+0.70E 0.00 6.48 999kk <br />As Req'd <br />Z-Axis Footing Flexure - Maximum Values for Load Combination <br />TensionDistance <br />Actual As Mu / PhiMn <br />(in^2)(ft-k)(ft-k)(ft)(in^2) <br />byMufrom left Side <br />Governed <br />Phi*MnLoad Combination... <br />+0.60D+0.70E 0.000 0.000 0 0.000 0 0.000 0.000 0.000 <br />+0.60D+0.70E 0.000 0.018 0 0.000 0 0.000 0.000 0.000 <br />+0.60D+0.70E 0.000 0.036 0 0.000 0 0.000 0.000 0.000 <br />+1.20D+1.60L 0.022 0.054 Bottom 3.110 Min Temp %4.200 385.782 0.000 <br />+1.20D+1.60L 0.038 0.073 Bottom 3.110 Min Temp %4.200 385.782 0.000 <br />+1.20D+1.60L 0.060 0.091 Bottom 3.110 Min Temp %4.200 385.782 0.000 <br />46 of 81 <br />210 W 19th St <br />4/14/2025