2039 N Victoria Dr - REV 2 - Plan

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General Footing LIC# : KW-06018155, Build:20.23.08.30 PLATTINUM ENGINEERING (c) ENERCALC INC 1983-2023 DESCRIPTION:Continuous Footing Project File: Victoria Calcs.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 0.4925 Soil Bearing 0.7388 ksf 1.50 ksf +D+Lr 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 0.03694 Z Flexure (+X)0.4313 k-ft/ft 11.674 k-ft/ft +1.20D+1.60Lr PASS 0.03694 Z Flexure (-X)0.4313 k-ft/ft 11.674 k-ft/ft +1.20D+1.60Lr PASS 0.03694 X Flexure (+Z)0.4313 k-ft/ft 11.674 k-ft/ft +1.20D+1.60Lr PASS 0.03694 X Flexure (-Z)0.4313 k-ft/ft 11.674 k-ft/ft +1.20D+1.60Lr PASS 0.02556 1-way Shear (+X)1.917 psi 75.0 psi +1.20D+1.60Lr PASS 0.02556 1-way Shear (-X)1.917 psi 75.0 psi +1.20D+1.60Lr PASS 0.02556 1-way Shear (+Z)1.917 psi 75.0 psi +1.20D+1.60Lr PASS 0.02556 1-way Shear (-Z)1.917 psi 75.0 psi +1.20D+1.60Lr PASS 0.06074 2-way Punching 9.111 psi 150.0 psi +1.20D+1.60Lr 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/a0.3638 0.3638 n/a 0.2430.0n/a X-X, +D+Lr 1.50 n/a0.7388 0.7388 n/a 0.4930.0n/a X-X, +D+0.750Lr 1.50 n/a0.6450 0.6450 n/a 0.4300.0n/a X-X, +0.60D 1.50 n/a0.2183 0.2183 n/a 0.1460.0n/a Z-Z, D Only 1.50 0.3638n/a n/a 0.3638 0.243n/a0.0 Z-Z, +D+Lr 1.50 0.7388n/a n/a 0.7388 0.493n/a0.0 Z-Z, +D+0.750Lr 1.50 0.6450n/a n/a 0.6450 0.430n/a0.0 Z-Z, +0.60D 1.50 0.2183n/a n/a 0.2183 0.146n/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 0.1531 +Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X, +1.40D 0.1531 -Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X, +1.20D+0.50Lr 0.2250 +Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X, +1.20D+0.50Lr 0.2250 -Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X, +1.20D 0.1313 +Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X, +1.20D 0.1313 -Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X, +1.20D+1.60Lr 0.4313 +Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X, +1.20D+1.60Lr 0.4313 -Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X, +0.90D 0.09844 +Z Bottom 0.2592 AsMin 0.30 11.674 OK X-X, +0.90D 0.09844 -Z Bottom 0.2592 AsMin 0.30 11.674 OK Z-Z, +1.40D 0.1531 -X Bottom 0.2592 AsMin 0.30 11.674 OK Z-Z, +1.40D 0.1531 +X Bottom 0.2592 AsMin 0.30 11.674 OK Z-Z, +1.20D+0.50Lr 0.2250 -X Bottom 0.2592 AsMin 0.30 11.674 OK Z-Z, +1.20D+0.50Lr 0.2250 +X Bottom 0.2592 AsMin 0.30 11.674 OK Z-Z, +1.20D 0.1313 -X Bottom 0.2592 AsMin 0.30 11.674 OK Z-Z, +1.20D 0.1313 +X Bottom 0.2592 AsMin 0.30 11.674 OK Z-Z, +1.20D+1.60Lr 0.4313 -X Bottom 0.2592 AsMin 0.30 11.674 OK 34 of 35 2039 N Victoria Dr 8/26/2024