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General Footing LIC# : KW-06019287, Build:20.23.08.30 Enginiar Design & Development (c) ENERCALC INC 1983-2023 DESCRIPTION:(N) CONTINUOUS FOOTING LINE A Project File: 18-SANA-24.ec6 Project Title: Engineer: 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 0.5855 Soil Bearing 0.8783 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 .0000040 Z Flexure (+X).0000550 k-ft/ft 15.353 k-ft/ft +1.20D+1.60Lr PASS .0000040 Z Flexure (-X).0000550 k-ft/ft 15.353 k-ft/ft +1.20D+1.60Lr PASS 0.002051 X Flexure (+Z)0.03149 k-ft/ft 15.353 k-ft/ft +1.20D+1.60Lr PASS 0.002051 X Flexure (-Z)0.03149 k-ft/ft 15.353 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 0.3942 psi 75.0 psi +1.40D Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allow Soil Bearing Gross Allowable Bottom, -Z Top, +Z Left, -X Right, +X RatioLoad Combination... X-X, D Only 1.50 n/a0.5593 0.5593 n/a 0.3730.0n/a X-X, +D+Lr 1.50 n/a0.8783 0.8783 n/a 0.5860.0n/a X-X, +D+0.750Lr 1.50 n/a0.7986 0.7986 n/a 0.5320.0n/a X-X, +0.60D 1.50 n/a0.3356 0.3356 n/a 0.2240.0n/a Z-Z, D Only 1.50 0.5593n/a n/a 0.5593 0.373n/a0.0 Z-Z, +D+Lr 1.50 0.8783n/a n/a 0.8783 0.586n/a0.0 Z-Z, +D+0.750Lr 1.50 0.7986n/a n/a 0.7986 0.532n/a0.0 Z-Z, +0.60D 1.50 0.3356n/a n/a 0.3356 0.224n/a0.0 Rotation Axis & Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio Footing Has NO Overturning Force Application Axis 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 0.01813 +Z Bottom 0.2592 AsMin 0.40 15.353 OK X-X, +1.40D 0.01813 -Z Bottom 0.2592 AsMin 0.40 15.353 OK X-X, +1.20D+0.50Lr 0.02052 +Z Bottom 0.2592 AsMin 0.40 15.353 OK X-X, +1.20D+0.50Lr 0.02052 -Z Bottom 0.2592 AsMin 0.40 15.353 OK X-X, +1.20D 0.01554 +Z Bottom 0.2592 AsMin 0.40 15.353 OK X-X, +1.20D 0.01554 -Z Bottom 0.2592 AsMin 0.40 15.353 OK X-X, +1.20D+1.60Lr 0.03149 +Z Bottom 0.2592 AsMin 0.40 15.353 OK X-X, +1.20D+1.60Lr 0.03149 -Z Bottom 0.2592 AsMin 0.40 15.353 OK X-X, +0.90D 0.01165 +Z Bottom 0.2592 AsMin 0.40 15.353 OK X-X, +0.90D 0.01165 -Z Bottom 0.2592 AsMin 0.40 15.353 OK Z-Z, +1.40D .0000310 -X Bottom 0.2592 AsMin 0.40 15.353 OK Z-Z, +1.40D .0000310 +X Bottom 0.2592 AsMin 0.40 15.353 OK Z-Z, +1.20D+0.50Lr .0000360 -X Bottom 0.2592 AsMin 0.40 15.353 OK Z-Z, +1.20D+0.50Lr .0000360 +X Bottom 0.2592 AsMin 0.40 15.353 OK Z-Z, +1.20D .0000270 -X Bottom 0.2592 AsMin 0.40 15.353 OK Z-Z, +1.20D .0000270 +X Bottom 0.2592 AsMin 0.40 15.353 OK Z-Z, +1.20D+1.60Lr .0000550 -X Bottom 0.2592 AsMin 0.40 15.353 OK 18