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General Footing LIC# : KW-06017527, Build:20.23.2.14 HOLMES STRUCTURES (c) ENERCALC INC 1983-2022 DESCRIPTION:FTG-1 Project File: Cypress_Gravity.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 0.000482 Soil Bearing 1.204 ksf 2,500.0 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 0.01981 Z Flexure (+X)0.6470 k-ft/ft 32.666 k-ft/ft +1.20D+1.60Lr PASS 0.01981 Z Flexure (-X)0.6470 k-ft/ft 32.666 k-ft/ft +1.20D+1.60Lr PASS 0.01981 X Flexure (+Z)0.6470 k-ft/ft 32.666 k-ft/ft +1.20D+1.60Lr PASS 0.01981 X Flexure (-Z)0.6470 k-ft/ft 32.666 k-ft/ft +1.20D+1.60Lr PASS n/a 1-way Shear (+X)0.0 psi 94.868 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 94.868 psi n/a PASS n/a 1-way Shear (-Z)0.0 psi 94.868 psi n/a PASS n/a 2-way Punching 4.313 psi 94.868 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 2,500.0 n/a0.9385 0.9385 n/a 0.0000.0n/a X-X, +D+Lr 2,500.0 n/a1.204 1.204 n/a 0.0000.0n/a X-X, +D+0.750Lr 2,500.0 n/a1.138 1.138 n/a 0.0000.0n/a X-X, +0.60D 2,500.0 n/a0.5631 0.5631 n/a 0.0000.0n/a Z-Z, D Only 2,500.0 0.9385n/a n/a 0.9385 0.000n/a0.0 Z-Z, +D+Lr 2,500.0 1.204n/a n/a 1.204 0.000n/a0.0 Z-Z, +D+0.750Lr 2,500.0 1.138n/a n/a 1.138 0.000n/a0.0 Z-Z, +0.60D 2,500.0 0.5631n/a n/a 0.5631 0.000n/a0.0 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 0.3675 +Z Bottom 0.3888 AsMin 0.4960 32.666 OK X-X, +1.40D 0.3675 -Z Bottom 0.3888 AsMin 0.4960 32.666 OK X-X, +1.20D+0.50Lr 0.4188 +Z Bottom 0.3888 AsMin 0.4960 32.666 OK X-X, +1.20D+0.50Lr 0.4188 -Z Bottom 0.3888 AsMin 0.4960 32.666 OK X-X, +1.20D 0.3150 +Z Bottom 0.3888 AsMin 0.4960 32.666 OK X-X, +1.20D 0.3150 -Z Bottom 0.3888 AsMin 0.4960 32.666 OK X-X, +1.20D+1.60Lr 0.6470 +Z Bottom 0.3888 AsMin 0.4960 32.666 OK X-X, +1.20D+1.60Lr 0.6470 -Z Bottom 0.3888 AsMin 0.4960 32.666 OK X-X, +0.90D 0.2363 +Z Bottom 0.3888 AsMin 0.4960 32.666 OK X-X, +0.90D 0.2363 -Z Bottom 0.3888 AsMin 0.4960 32.666 OK Z-Z, +1.40D 0.3675 -X Bottom 0.3888 AsMin 0.4960 32.666 OK Z-Z, +1.40D 0.3675 +X Bottom 0.3888 AsMin 0.4960 32.666 OK Z-Z, +1.20D+0.50Lr 0.4188 -X Bottom 0.3888 AsMin 0.4960 32.666 OK Z-Z, +1.20D+0.50Lr 0.4188 +X Bottom 0.3888 AsMin 0.4960 32.666 OK Z-Z, +1.20D 0.3150 -X Bottom 0.3888 AsMin 0.4960 32.666 OK Z-Z, +1.20D 0.3150 +X Bottom 0.3888 AsMin 0.4960 32.666 OK Z-Z, +1.20D+1.60Lr 0.6470 -X Bottom 0.3888 AsMin 0.4960 32.666 OK Z-Z, +1.20D+1.60Lr 0.6470 +X Bottom 0.3888 AsMin 0.4960 32.666 OK Z-Z, +0.90D 0.2363 -X Bottom 0.3888 AsMin 0.4960 32.666 OK Z-Z, +0.90D 0.2363 +X Bottom 0.3888 AsMin 0.4960 32.666 OK One Way Shear Vu @ +XLoad Combination...Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D 0.00 0.00 0.00 0.00 0.00 94.87 0.00psipsipsipsipsipsi OK +1.20D+0.50Lr 0.00 0.00 0.00 0.00 0.00 94.87 0.00psipsipsipsipsipsi OK +1.20D 0.00 0.00 0.00 0.00 0.00 94.87 0.00psipsipsipsipsipsi OK +1.20D+1.60Lr 0.00 0.00 0.00 0.00 0.00 94.87 0.00psipsipsipsipsipsi OK +0.90D 0.00 0.00 0.00 0.00 0.00 94.87 0.00psipsipsipsipsipsi OK 138