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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 2 Project File: KPRS McGuff TI.ec6 Project Title: Engineer: Project ID: Project Descr: PASS 3.056 Sliding - X-X 1.581 k 4.831 k +0.60D+0.70E 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 0.3157 Soil Bearing 0.4736 ksf 1.50 ksf +D+0.70E about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS 9.865 Overturning - Z-Z 10.80 k-ft 106.542 k-ft +0.60D+0.70E PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.1763 Z Flexure (+X) 3.307 k-ft/ft 18.760 k-ft/ft +1.20D+E PASS 0.2111 Z Flexure (-X) 3.960 k-ft/ft 18.760 k-ft/ft +1.20D-E PASS 0.02580 X Flexure (+Z)0.4617 k-ft/ft 17.896 k-ft/ft +1.20D+E PASS 0.02580 X Flexure (-Z)0.4617 k-ft/ft 17.896 k-ft/ft +1.20D+E PASS 0.05860 1-way Shear (+X) 5.559 psi 94.868 psi +1.20D+E PASS 0.04090 1-way Shear (-X) 3.880 psi 94.868 psi +1.20D-E PASS 0.01062 1-way Shear (+Z) 1.007 psi 94.868 psi +1.20D+E PASS 0.01062 1-way Shear (-Z) 1.007 psi 94.868 psi +1.20D+E PASS 0.05796 2-way Punching 10.996 psi 189.737 psi +1.20D+E 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/a0.3041 0.3041 n/a 0.2030.0n/a X-X, +0.60D 1.50 n/a0.1825 0.1825 n/a 0.1220.0n/a X-X, +D+0.70E 1.50 n/a0.3168 0.3168 n/a 0.2110.0n/a X-X, +D+0.5250E 1.50 n/a0.3137 0.3137 n/a 0.2090.0n/a X-X, +0.60D+0.70E 1.50 n/a0.1952 0.1952 n/a 0.1300.0n/a Z-Z, D Only 1.50 0.2127n/a n/a 0.3956 0.264n/a9.113 Z-Z, +0.60D 1.50 0.1276n/a n/a 0.2373 0.158n/a9.113 Z-Z, +D+0.70E 1.50 0.1601n/a n/a 0.4736 0.316n/a14.991 Z-Z, +D+0.5250E 1.50 0.1732n/a n/a 0.4541 0.303n/a13.566 Z-Z, +0.60D+0.70E 1.50 0.07504n/a n/a 0.3153 0.210n/a18.654 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 None 0.0 k-ft Infinity OK X-X, +D+0.5250E None 0.0 k-ft Infinity OK X-X, +0.60D+0.70E None 0.0 k-ft Infinity OK Z-Z, D Only None 207.219 k-ft Infinity OK Z-Z, +0.60D None 124.331 k-ft Infinity OK Z-Z, +D+0.70E 10.80 k-ft 174.187 k-ft 16.128 OK Z-Z, +D+0.5250E 8.10 k-ft 172.919 k-ft 21.347 OK Z-Z, +0.60D+0.70E 10.80 k-ft 106.542 k-ft 9.865 OK Force Application Axis Sliding Stability All units k Load Combination...StatusSliding Force Resisting Force Stability Ratio X-X, D Only 0.0 k 7.527 k No Sliding OK X-X, +0.60D 0.0 k 4.516 k No Sliding OK X-X, +D+0.70E 1.581 k 7.842 k 4.961 OK X-X, +D+0.5250E 1.185 k 7.763 k 6.548 OK X-X, +0.60D+0.70E 1.581 k 4.831 k 3.056 OK Z-Z, D Only 0.0 k 7.527 k No Sliding OK Z-Z, +0.60D 0.0 k 4.516 k No Sliding OK