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General Footing <br />LIC# : KW-06016886, Build:20.23.12.07 LEE & LEE STRUCTURAL ENGINEERING INC.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:F3 <br />Project File: 201 W 19th St.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding <br />PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding <br />DESIGN SUMMARY Design OK <br />Governing Load CombinationMin. Ratio Item Applied Capacity <br />PASS 0.8995 Soil Bearing 1.799 ksf 2.0 ksf +D+L about Z-Z axis <br />PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning <br />PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning <br />PASS n/a Uplift 0.0 k 0.0 k No Uplift <br />PASS 0.1581 Z Flexure (+X)10.167 k-ft/ft 64.297 k-ft/ft +1.20D+1.60L <br />PASS 0.1581 Z Flexure (-X)10.167 k-ft/ft 64.297 k-ft/ft +1.20D+1.60L <br />PASS 0.1581 X Flexure (+Z)10.167 k-ft/ft 64.297 k-ft/ft +1.20D+1.60L <br />PASS 0.1581 X Flexure (-Z)10.167 k-ft/ft 64.297 k-ft/ft +1.20D+1.60L <br />PASS 0.1273 1-way Shear (+X)11.297 psi 88.741 psi +1.20D+1.60L <br />PASS 0.1273 1-way Shear (-X)11.297 psi 88.741 psi +1.20D+1.60L <br />PASS 0.1273 1-way Shear (+Z)11.297 psi 88.741 psi +1.20D+1.60L <br />PASS 0.1273 1-way Shear (-Z)11.297 psi 88.741 psi +1.20D+1.60L <br />PASS 0.2364 2-way Punching 41.959 psi 177.482 psi +1.20D+1.60L <br />Detailed Results <br />Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allow <br />Soil Bearing <br />(in)Gross Allowable Bottom, -Z Top, +Z Left, -X Right, +X RatioLoad Combination... <br />X-X, D Only 2.0 n/a0.6772 0.6772 n/a 0.3390.0n/a <br />X-X, +D+L 2.0 n/a1.799 1.799 n/a 0.9000.0n/a <br />X-X, +D+0.750L 2.0 n/a1.518 1.518 n/a 0.7590.0n/a <br />X-X, +0.60D 2.0 n/a0.4063 0.4063 n/a 0.2030.0n/a <br />Z-Z, D Only 2.0 0.6772n/a n/a 0.6772 0.339n/a0.0 <br />Z-Z, +D+L 2.0 1.799n/a n/a 1.799 0.900n/a0.0 <br />Z-Z, +D+0.750L 2.0 1.518n/a n/a 1.518 0.759n/a0.0 <br />Z-Z, +0.60D 2.0 0.4063n/a n/a 0.4063 0.203n/a0.0 <br />Rotation Axis & <br />Overturning Stability <br />Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio <br />Footing Has NO Overturning <br />Force Application Axis <br />Sliding Stability All units k <br />Load Combination...StatusSliding Force Resisting Force Stability Ratio <br />Footing Has NO Sliding <br />Flexure Axis & Load Combination in^2 in^2 in^2 k-ft <br />As Req'd <br />Footing Flexure <br />Tension <br />k-ft <br />Actual As StatusMuSide <br />Surface <br />Gvrn. As Phi*Mn <br />X-X, +1.40D 2.440 +Z Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />X-X, +1.40D 2.440 -Z Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />X-X, +1.20D+1.60L 10.167 +Z Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />X-X, +1.20D+1.60L 10.167 -Z Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />X-X, +1.20D+0.50L 4.615 +Z Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />X-X, +1.20D+0.50L 4.615 -Z Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />X-X, +1.20D 2.091 +Z Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />X-X, +1.20D 2.091 -Z Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />X-X, +1.410D+0.50L 4.981 +Z Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />X-X, +1.410D+0.50L 4.981 -Z Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />X-X, +0.90D 1.568 +Z Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />X-X, +0.90D 1.568 -Z Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />X-X, +0.6896D 1.202 +Z Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />X-X, +0.6896D 1.202 -Z Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />Z-Z, +1.40D 2.440 -X Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />Z-Z, +1.40D 2.440 +X Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />Z-Z, +1.20D+1.60L 10.167 -X Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />55 of 81 <br />210 W 19th St <br />4/14/2025