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General Footing LIC# : KW-06018780, Build:20.23.08.30 GED CONSULTANTS, INC. (c) ENERCALC INC 1983-2023 DESCRIPTION:F1 Project File: Lowell Patio.ec6 Project Title: Engineer: Project ID: Project Descr: PASS 1.054 Sliding - X-X 0.4508 k 0.4752 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 0.7307 Soil Bearing 1.096 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 2.372 Overturning - Z-Z 0.9016 k-ft 2.138 k-ft +0.60D+0.70E PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.01266 Z Flexure (+X) 0.6390 k-ft/ft 50.472 k-ft/ft +1.20D+1.60Lr PASS 0.01266 Z Flexure (-X) 0.6390 k-ft/ft 50.472 k-ft/ft +1.20D+1.60Lr PASS 0.01266 X Flexure (+Z)0.6390 k-ft/ft 50.472 k-ft/ft +1.20D+1.60Lr PASS 0.01266 X Flexure (-Z)0.6390 k-ft/ft 50.472 k-ft/ft +1.20D+1.60Lr PASS n/a 1-way Shear (+X) 0.0 psi 75.0 psi n/a PASS 0.0 1-way Shear (-X) 0.0 psi 0.0 psi n/a PASS n/a 1-way Shear (+Z) 0.0 psi 75.0 psi n/a PASS n/a 1-way Shear (-Z) 0.0 psi 75.0 psi n/a PASS n/a 2-way Punching 1.135 psi 75.0 psi +1.20D+1.60Lr 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/a0.6258 0.6258 n/a 0.4170.0n/a X-X, +D+Lr 1.50 n/a1.005 1.005 n/a 0.6700.0n/a X-X, +D+0.750Lr 1.50 n/a0.9102 0.9102 n/a 0.6070.0n/a X-X, +D+0.70E 1.50 n/a0.6258 0.6258 n/a 0.4170.0n/a X-X, +D+0.5250E 1.50 n/a0.6258 0.6258 n/a 0.4170.0n/a X-X, +0.60D 1.50 n/a0.3755 0.3755 n/a 0.2500.0n/a X-X, +0.60D+0.70E 1.50 n/a0.3755 0.3755 n/a 0.2500.0n/a Z-Z, D Only 1.50 0.6258n/a n/a 0.6258 0.417n/a0.0 Z-Z, +D+Lr 1.50 1.005n/a n/a 1.005 0.670n/a0.0 Z-Z, +D+0.750Lr 1.50 0.9102n/a n/a 0.9102 0.607n/a0.0 Z-Z, +D+0.70E 1.50 0.1556n/a n/a 1.096 0.731n/a3.415 Z-Z, +D+0.5250E 1.50 0.2732n/a n/a 0.9784 0.652n/a2.561 Z-Z, +0.60D 1.50 0.3755n/a n/a 0.3755 0.250n/a0.0 Z-Z, +0.60D+0.70E 1.50 0.0n/a n/a 0.8606 0.574n/a5.692 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, +D+Lr None 0.0 k-ft Infinity OK X-X, +D+0.750Lr 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 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 0.0 k-ft Infinity OK Z-Z, +D+Lr None 0.0 k-ft Infinity OK Z-Z, +D+0.750Lr None 0.0 k-ft Infinity OK Z-Z, +D+0.70E 0.9016 k-ft 3.564 k-ft 3.953 OK Z-Z, +D+0.5250E 0.6762 k-ft 3.564 k-ft 5.271 OK Z-Z, +0.60D None 0.0 k-ft Infinity OK Z-Z, +0.60D+0.70E 0.9016 k-ft 2.138 k-ft 2.372 OK Page 25 of 26 1401 S Lowell St 11/13/2024