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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:F4 <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 0.7840 Soil Bearing 1.568 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 0.1203 Z Flexure (+X)5.877 k-ft/ft 48.842 k-ft/ft +1.20D+1.60L <br />PASS 0.1203 Z Flexure (-X)5.877 k-ft/ft 48.842 k-ft/ft +1.20D+1.60L <br />PASS 0.1203 X Flexure (+Z)5.877 k-ft/ft 48.842 k-ft/ft +1.20D+1.60L <br />PASS 0.1203 X Flexure (-Z)5.877 k-ft/ft 48.842 k-ft/ft +1.20D+1.60L <br />PASS 0.06307 1-way Shear (+X)5.597 psi 88.741 psi +1.20D+1.60L <br />PASS 0.06307 1-way Shear (-X)5.597 psi 88.741 psi +1.20D+1.60L <br />PASS 0.06307 1-way Shear (+Z)5.597 psi 88.741 psi +1.20D+1.60L <br />PASS 0.06307 1-way Shear (-Z)5.597 psi 88.741 psi +1.20D+1.60L <br />PASS 0.1318 2-way Punching 23.386 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/a0.7008 0.7008 n/a 0.3500.0n/a <br />X-X, +D+L 2.0 n/a1.568 1.568 n/a 0.7840.0n/a <br />X-X, +D+0.750L 2.0 n/a1.351 1.351 n/a 0.6760.0n/a <br />X-X, +D+0.70E 2.0 n/a0.8548 0.8548 n/a 0.4270.0n/a <br />X-X, +D+0.750L+0.5250E 2.0 n/a1.467 1.467 n/a 0.7340.0n/a <br />X-X, +0.60D 2.0 n/a0.4205 0.4205 n/a 0.2100.0n/a <br />X-X, +0.60D+0.70E 2.0 n/a0.5745 0.5745 n/a 0.2870.0n/a <br />Z-Z, D Only 2.0 0.7008n/a n/a 0.7008 0.350n/a0.0 <br />Z-Z, +D+L 2.0 1.568n/a n/a 1.568 0.784n/a0.0 <br />Z-Z, +D+0.750L 2.0 1.351n/a n/a 1.351 0.676n/a0.0 <br />Z-Z, +D+0.70E 2.0 0.8548n/a n/a 0.8548 0.427n/a0.0 <br />Z-Z, +D+0.750L+0.5250E 2.0 1.467n/a n/a 1.467 0.734n/a0.0 <br />Z-Z, +0.60D 2.0 0.4205n/a n/a 0.4205 0.210n/a0.0 <br />Z-Z, +0.60D+0.70E 2.0 0.5745n/a n/a 0.5745 0.287n/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 1.797 +Z Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />X-X, +1.40D 1.797 -Z Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />X-X, +1.20D+1.60L 5.877 +Z Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />X-X, +1.20D+1.60L 5.877 -Z Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />X-X, +1.20D+0.50L 2.896 +Z Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />X-X, +1.20D+0.50L 2.896 -Z Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />X-X, +1.20D 1.541 +Z Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />X-X, +1.20D 1.541 -Z Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />X-X, +1.20D+0.50L+E 3.583 +Z Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />X-X, +1.20D+0.50L+E 3.583 -Z Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />X-X, +0.90D 1.155 +Z Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />58 of 81 <br />210 W 19th St <br />4/14/2025