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General Footing LIC# : KW-06016886, Build:20.23.12.07 LEE & LEE STRUCTURAL ENGINEERING INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:F1 Project File: 201 W 19th St.ec6 Project Title: Engineer: Project ID: Project Descr: PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.9860 Soil Bearing 1.972 ksf 2.0 ksf +D+L about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.2238 Z Flexure (+X)13.315 k-ft/ft 59.483 k-ft/ft +1.20D+1.60L PASS 0.2238 Z Flexure (-X)13.315 k-ft/ft 59.483 k-ft/ft +1.20D+1.60L PASS 0.2238 X Flexure (+Z)13.315 k-ft/ft 59.483 k-ft/ft +1.20D+1.60L PASS 0.2238 X Flexure (-Z)13.315 k-ft/ft 59.483 k-ft/ft +1.20D+1.60L PASS 0.1685 1-way Shear (+X)14.956 psi 88.741 psi +1.20D+1.60L PASS 0.1685 1-way Shear (-X)14.956 psi 88.741 psi +1.20D+1.60L PASS 0.1685 1-way Shear (+Z)14.956 psi 88.741 psi +1.20D+1.60L PASS 0.1685 1-way Shear (-Z)14.956 psi 88.741 psi +1.20D+1.60L PASS 0.3172 2-way Punching 56.301 psi 177.482 psi +1.20D+1.60L Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allow Soil Bearing (in)Gross Allowable Bottom, -Z Top, +Z Left, -X Right, +X RatioLoad Combination... X-X, D Only 2.0 n/a0.7139 0.7139 n/a 0.3570.0n/a X-X, +D+L 2.0 n/a1.972 1.972 n/a 0.9860.0n/a X-X, +D+0.750L 2.0 n/a1.657 1.657 n/a 0.8290.0n/a X-X, +0.60D 2.0 n/a0.4283 0.4283 n/a 0.2140.0n/a Z-Z, D Only 2.0 0.7139n/a n/a 0.7139 0.357n/a0.0 Z-Z, +D+L 2.0 1.972n/a n/a 1.972 0.986n/a0.0 Z-Z, +D+0.750L 2.0 1.657n/a n/a 1.657 0.829n/a0.0 Z-Z, +0.60D 2.0 0.4283n/a n/a 0.4283 0.214n/a0.0 Rotation Axis & Overturning Stability Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio Footing Has NO Overturning Force Application Axis Sliding Stability All units k Load Combination...StatusSliding Force Resisting Force Stability Ratio Footing Has NO Sliding Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension k-ft Actual As StatusMuSide Surface Gvrn. As Phi*Mn X-X, +1.40D 3.134 +Z Bottom 0.5184 ACI 7.6.1.1 0.6462 59.483 OK X-X, +1.40D 3.134 -Z Bottom 0.5184 ACI 7.6.1.1 0.6462 59.483 OK X-X, +1.20D+1.60L 13.315 +Z Bottom 0.5184 ACI 7.6.1.1 0.6462 59.483 OK X-X, +1.20D+1.60L 13.315 -Z Bottom 0.5184 ACI 7.6.1.1 0.6462 59.483 OK X-X, +1.20D+0.50L 6.008 +Z Bottom 0.5184 ACI 7.6.1.1 0.6462 59.483 OK X-X, +1.20D+0.50L 6.008 -Z Bottom 0.5184 ACI 7.6.1.1 0.6462 59.483 OK X-X, +1.20D 2.687 +Z Bottom 0.5184 ACI 7.6.1.1 0.6462 59.483 OK X-X, +1.20D 2.687 -Z Bottom 0.5184 ACI 7.6.1.1 0.6462 59.483 OK X-X, +0.90D 2.015 +Z Bottom 0.5184 ACI 7.6.1.1 0.6462 59.483 OK X-X, +0.90D 2.015 -Z Bottom 0.5184 ACI 7.6.1.1 0.6462 59.483 OK Z-Z, +1.40D 3.134 -X Bottom 0.5184 ACI 7.6.1.1 0.6462 59.483 OK Z-Z, +1.40D 3.134 +X Bottom 0.5184 ACI 7.6.1.1 0.6462 59.483 OK Z-Z, +1.20D+1.60L 13.315 -X Bottom 0.5184 ACI 7.6.1.1 0.6462 59.483 OK Z-Z, +1.20D+1.60L 13.315 +X Bottom 0.5184 ACI 7.6.1.1 0.6462 59.483 OK Z-Z, +1.20D+0.50L 6.008 -X Bottom 0.5184 ACI 7.6.1.1 0.6462 59.483 OK Z-Z, +1.20D+0.50L 6.008 +X Bottom 0.5184 ACI 7.6.1.1 0.6462 59.483 OK Z-Z, +1.20D 2.687 -X Bottom 0.5184 ACI 7.6.1.1 0.6462 59.483 OK 43 of 81 210 W 19th St 4/14/2025