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General Footing LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 DESCRIPTION:(N)F1 Project File: saint andrew (Melqartengineer5@outlook.com).ec6 Project Title:Saint Andrew Engineer:LR Project ID:23-12434 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 0.8185 Soil Bearing 1.637 ksf 2.0 ksf D Only 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 0.03541 Z Flexure (+X)1.041 k-ft/ft 29.40 k-ft/ft +1.40D PASS 0.03541 Z Flexure (-X)1.041 k-ft/ft 29.40 k-ft/ft +1.40D PASS 0.03541 X Flexure (+Z)1.041 k-ft/ft 29.40 k-ft/ft +1.40D PASS 0.03541 X Flexure (-Z)1.041 k-ft/ft 29.40 k-ft/ft +1.40D PASS 0.04877 1-way Shear (+X)4.627 psi 94.868 psi +1.40D PASS 0.04877 1-way Shear (-X)4.627 psi 94.868 psi +1.40D PASS 0.04877 1-way Shear (+Z)4.627 psi 94.868 psi +1.40D PASS 0.04877 1-way Shear (-Z)4.627 psi 94.868 psi +1.40D PASS 0.1159 2-way Punching 21.994 psi 189.737 psi +1.40D 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 2.0 n/a0.9366 0.9366 n/a 0.4680.0n/a X-X, +0.60D 2.0 n/a0.5620 0.5620 n/a 0.2810.0n/a Z-Z, D Only 2.0 0.9366n/a n/a 0.9366 0.468n/a0.0 Z-Z, +0.60D 2.0 0.5620n/a n/a 0.5620 0.281n/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 1.041 +Z Bottom 0.2592 AsMin 0.5636 21.776 OK X-X, +1.40D 1.041 -Z Bottom 0.2592 AsMin 0.5636 21.776 OK X-X, +1.20D 0.8924 +Z Bottom 0.2592 AsMin 0.5636 21.776 OK X-X, +1.20D 0.8924 -Z Bottom 0.2592 AsMin 0.5636 21.776 OK X-X, +0.90D 0.6693 +Z Bottom 0.2592 AsMin 0.5636 21.776 OK X-X, +0.90D 0.6693 -Z Bottom 0.2592 AsMin 0.5636 21.776 OK Z-Z, +1.40D 1.041 -X Bottom 0.2592 AsMin 0.5636 21.776 OK Z-Z, +1.40D 1.041 +X Bottom 0.2592 AsMin 0.5636 21.776 OK Z-Z, +1.20D 0.8924 -X Bottom 0.2592 AsMin 0.5636 21.776 OK Z-Z, +1.20D 0.8924 +X Bottom 0.2592 AsMin 0.5636 21.776 OK Z-Z, +0.90D 0.6693 -X Bottom 0.2592 AsMin 0.5636 21.776 OK Z-Z, +0.90D 0.6693 +X Bottom 0.2592 AsMin 0.5636 21.776 OK One Way Shear Vu @ +XLoad Combination...Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D 6.45 6.45 6.45 6.45 6.45 94.87 0.07psipsipsipsipsipsi OK +1.20D 5.53 5.53 5.53 5.53 5.53 94.87 0.06psipsipsipsipsipsi OK +0.90D 4.15 4.15 4.15 4.15 4.15 94.87 0.04psipsipsipsipsipsi OK P1.63P1.63 1700 E St Andrew Pl - 101118387, 20182190, 30146952 & 40138878 6/5/2024