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General Footing LIC# : KW-06017366, Build:20.24.12.17 B&J HBK, INC. (c) ENERCALC, LLC 1982-2025 DESCRIPTION:Generator Footing - Case 1 Project File: KPRS McGuff TI.ec6 Project Title: Engineer: Project ID: Project Descr: FAIL Sliding - X-X k k FAIL Sliding - Z-Z k k DESIGN SUMMARY Design N.G. Governing Load CombinationMin. Ratio Item Applied Capacity PASS Soil Bearing ksf ksf FAIL Overturning - X-X k-ft k-ft FAIL Overturning - Z-Z k-ft k-ft FAIL Uplift k k PASS Z Flexure (+X) k-ft/ft k-ft/ft PASS Z Flexure (-X) k-ft/ft k-ft/ft PASS X Flexure (+Z)k-ft/ft k-ft/ft PASS X Flexure (-Z)k-ft/ft k-ft/ft PASS 1-way Shear (+X) psi psi PASS 1-way Shear (-X) psi psi PASS 1-way Shear (+Z) psi psi PASS 1-way Shear (-Z) psi psi PASS 2-way Punching psi psi Top reinforcing mat required (see 'Bending' tab). Hand check required for anchor pullout. 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 1.50 n/a0.3030 0.3030 n/a 0.2020.0n/a X-X, +0.60D 1.50 n/a0.1818 0.1818 n/a 0.1210.0n/a X-X, +D+0.70E 1.50 n/a0.1760 0.4551 n/a 0.3034.913n/a X-X, +D+0.5250E 1.50 n/a0.2077 0.4170 n/a 0.2783.722n/a X-X, +0.60D+0.70E 1.50 n/a0.05481 0.3339 n/a 0.2237.977n/a Z-Z, D Only 1.50 0.2139n/a n/a 0.3920 0.261n/a9.027 Z-Z, +0.60D 1.50 0.1283n/a n/a 0.2352 0.157n/a9.027 Z-Z, +D+0.70E 1.50 0.2134n/a n/a 0.4177 0.279n/a9.942 Z-Z, +D+0.5250E 1.50 0.2135n/a n/a 0.4113 0.274n/a9.720 Z-Z, +0.60D+0.70E 1.50 0.1278n/a n/a 0.2609 0.174n/a10.512 Rotation Axis & Overturning Stability Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio X-X, D Only None 0.0 k-ft Infinity OK X-X, +0.60D None 0.0 k-ft Infinity OK X-X, +D+0.70E 10.80 k-ft 72.540 k-ft 6.716 OK X-X, +D+0.5250E 8.10 k-ft 71.818 k-ft 8.866 OK X-X, +0.60D+0.70E 10.80 k-ft 44.679 k-ft 4.137 OK Z-Z, D Only None 211.546 k-ft Infinity OK Z-Z, +0.60D None 126.928 k-ft Infinity OK Z-Z, +D+0.70E None 222.326 k-ft Infinity OK Z-Z, +D+0.5250E None 219.631 k-ft Infinity OK Z-Z, +0.60D+0.70E None 137.708 k-ft Infinity OK Force Application Axis Sliding Stability All units k Load Combination...StatusSliding Force Resisting Force Stability Ratio X-X, D Only 0.0 k 7.598 k No Sliding OK X-X, +0.60D 0.0 k 4.559 k No Sliding OK X-X, +D+0.70E 0.0 k 7.913 k No Sliding OK X-X, +D+0.5250E 0.0 k 7.835 k No Sliding OK X-X, +0.60D+0.70E 0.0 k 4.874 k No Sliding OK Z-Z, D Only 0.0 k 7.598 k No Sliding OK Z-Z, +0.60D 0.0 k 4.559 k No Sliding OK