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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:F5 <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 0.1242 Soil Bearing 0.3313 ksf 2.667 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 0.000383 Z Flexure (+X)0.03075 k-ft/ft 80.232 k-ft/ft +1.20D+1.60L <br />PASS 0.000383 Z Flexure (-X)0.03075 k-ft/ft 80.232 k-ft/ft +1.20D+1.60L <br />PASS 0.000383 X Flexure (+Z)0.03075 k-ft/ft 80.232 k-ft/ft +1.20D+1.60L <br />PASS 0.000383 X Flexure (-Z)0.03075 k-ft/ft 80.232 k-ft/ft +1.20D+1.60L <br />PASS n/a 1-way Shear (+X)0.0 psi 88.741 psi n/a <br />PASS 0.0 1-way Shear (-X)0.0 psi 0.0 psi n/a <br />PASS n/a 1-way Shear (+Z)0.0 psi 88.741 psi n/a <br />PASS n/a 1-way Shear (-Z)0.0 psi 88.741 psi n/a <br />PASS n/a 2-way Punching 0.03146 psi 88.741 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 2.667 n/a0.3013 0.3013 n/a 0.1130.0n/a <br />X-X, +D+L 2.667 n/a0.3313 0.3313 n/a 0.1240.0n/a <br />X-X, +D+0.750L 2.667 n/a0.3238 0.3238 n/a 0.1210.0n/a <br />X-X, +0.60D 2.667 n/a0.1808 0.1808 n/a 0.0680.0n/a <br />Z-Z, D Only 2.667 0.3013n/a n/a 0.3013 0.113n/a0.0 <br />Z-Z, +D+L 2.667 0.3313n/a n/a 0.3313 0.124n/a0.0 <br />Z-Z, +D+0.750L 2.667 0.3238n/a n/a 0.3238 0.121n/a0.0 <br />Z-Z, +0.60D 2.667 0.1808n/a n/a 0.1808 0.068n/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 0.007875 +Z Bottom 0.5184 ACI 7.6.1.1 0.880 80.232 OK <br />X-X, +1.40D 0.007875 -Z Bottom 0.5184 ACI 7.6.1.1 0.880 80.232 OK <br />X-X, +1.20D+1.60L 0.03075 +Z Bottom 0.5184 ACI 7.6.1.1 0.880 80.232 OK <br />X-X, +1.20D+1.60L 0.03075 -Z Bottom 0.5184 ACI 7.6.1.1 0.880 80.232 OK <br />X-X, +1.20D+0.50L 0.01425 +Z Bottom 0.5184 ACI 7.6.1.1 0.880 80.232 OK <br />X-X, +1.20D+0.50L 0.01425 -Z Bottom 0.5184 ACI 7.6.1.1 0.880 80.232 OK <br />X-X, +1.20D 0.006750 +Z Bottom 0.5184 ACI 7.6.1.1 0.880 80.232 OK <br />X-X, +1.20D 0.006750 -Z Bottom 0.5184 ACI 7.6.1.1 0.880 80.232 OK <br />X-X, +0.90D 0.005063 +Z Bottom 0.5184 ACI 7.6.1.1 0.880 80.232 OK <br />X-X, +0.90D 0.005063 -Z Bottom 0.5184 ACI 7.6.1.1 0.880 80.232 OK <br />Z-Z, +1.40D 0.007875 -X Bottom 0.5184 ACI 7.6.1.1 0.880 80.232 OK <br />Z-Z, +1.40D 0.007875 +X Bottom 0.5184 ACI 7.6.1.1 0.880 80.232 OK <br />Z-Z, +1.20D+1.60L 0.03075 -X Bottom 0.5184 ACI 7.6.1.1 0.880 80.232 OK <br />Z-Z, +1.20D+1.60L 0.03075 +X Bottom 0.5184 ACI 7.6.1.1 0.880 80.232 OK <br />Z-Z, +1.20D+0.50L 0.01425 -X Bottom 0.5184 ACI 7.6.1.1 0.880 80.232 OK <br />Z-Z, +1.20D+0.50L 0.01425 +X Bottom 0.5184 ACI 7.6.1.1 0.880 80.232 OK <br />Z-Z, +1.20D 0.006750 -X Bottom 0.5184 ACI 7.6.1.1 0.880 80.232 OK <br />61 of 81 <br />210 W 19th St <br />4/14/2025