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General Footing LIC# : KW-06014993, Build:20.24.06.04 PLUMP ENGINEERING INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:Robot Foundation Plump Engineering, Inc. 914 E. Katella Ave., Second Floor Anaheim, CA 92805 Phone: (714) 385-1835 Fax: (714) 385-1834 Project File: S.2406061 - Concrete Mount Pad.ec6 Project Title:Behr Standard - Robot Concrete Mount Pad Engineer: Project ID: Project Descr: PASS 2.772 Sliding - X-X 2.430 k 6.736 k +D+L 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 0.7540 Soil Bearing 1.131 ksf 1.50 ksf +D+L about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS 1.696 Overturning - Z-Z 75.399 k-ft 127.861 k-ft +D+L PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.6094 Z Flexure (+X)5.014 k-ft/ft 8.229 k-ft/ft +1.20D+1.60L PASS 0.09966 Z Flexure (-X)0.8201 k-ft/ft 8.229 k-ft/ft +1.20D+1.60L PASS 0.06019 X Flexure (+Z)0.4953 k-ft/ft 8.229 k-ft/ft +1.20D+1.60L PASS 0.06019 X Flexure (-Z)0.4953 k-ft/ft 8.229 k-ft/ft +1.20D+1.60L PASS 0.5328 1-way Shear (+X)25.102 psi 47.112 psi +1.20D+1.60L PASS 0.08820 1-way Shear (-X)4.155 psi 47.112 psi +1.20D+1.60L PASS 0.05327 1-way Shear (+Z)2.510 psi 47.112 psi +1.20D+1.60L PASS 0.05327 1-way Shear (-Z)2.510 psi 47.112 psi +1.20D+1.60L PASS 0.05014 2-way Punching 8.512 psi 169.764 psi +1.20D+1.60L 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/a0.3508 0.3508 n/a 0.2340.0n/a X-X, +D+L 1.50 n/a0.3508 0.3508 n/a 0.2340.0n/a X-X, +D+0.750L 1.50 n/a0.3508 0.3508 n/a 0.2340.0n/a X-X, +0.60D 1.50 n/a0.2105 0.2105 n/a 0.1400.0n/a Z-Z, D Only 1.50 0.3508n/a n/a 0.3508 0.234n/a0.0 Z-Z, +D+L 1.50 0.0n/a n/a 1.131 0.754n/a31.844 Z-Z, +D+0.750L 1.50 0.0n/a n/a 0.8336 0.556n/a23.883 Z-Z, +0.60D 1.50 0.2105n/a n/a 0.2105 0.140n/a0.0 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+L None 0.0 k-ft Infinity OK X-X, +D+0.750L None 0.0 k-ft Infinity OK X-X, +0.60D None 0.0 k-ft Infinity OK Z-Z, D Only None 0.0 k-ft Infinity OK Z-Z, +D+L 75.399 k-ft 127.861 k-ft 1.696 OK Z-Z, +D+0.750L 56.549 k-ft 127.861 k-ft 2.261 OK Z-Z, +0.60D None 0.0 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 6.736 k No Sliding OK X-X, +D+L 2.430 k 6.736 k 2.772 OK X-X, +D+0.750L 1.823 k 6.736 k 3.696 OK X-X, +0.60D 0.0 k 4.463 k No Sliding OK Z-Z, D Only 0.0 k 6.736 k No Sliding OK Z-Z, +D+L 0.0 k 6.736 k No Sliding OK Z-Z, +D+0.750L 0.0 k 6.736 k No Sliding OK Z-Z, +0.60D 0.0 k 4.463 k No Sliding OK 1995 S Standard Ave- Concrete Pads10/15/2024