11625 AIRPORT RD SONRISE CHRISTIAN CENTER 2025-04-11

Project Title: , Engineer: Project ID: Project Descr: General Footing Project File:230803_enercalc trib_210208_s2306010.ec6 LIC#:KW-06017385,Build:20.23.08.30 SOUND STRUCTURAL SOLUTIONS (c)ENERCALC INC 1983-2023 DESCRIPTION: North Footing DESIGN SUMMARY Design OK Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.9705 Soil Bearing 1.941 ksf 2.0 ksf +D+S 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 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 PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.5788 Z Flexure(+X) 6.266 k-ft/ft 10.825 k-ft/ft +1.20D+1.60S PASS 0.5788 Z Flexure(-X) 6.266 k-ft/ft 10.825 k-ft/ft +1.20D+1.605 PASS 0.5788 X Flexure(+Z) 6.266 k-ft/ft 10.825 k-ft/ft +1.20D+1.60S PASS 0.5788 X Flexure(-Z) 6.266 k-ft/ft 10.825 k-ft/ft +1.20D+1.60S PASS 0.4143 1-way Shear(+X) 34.035 psi 82.158 psi +1.20D+1.605 PASS 0.4143 1-way Shear(-X) 34.035 psi 82.158 psi +1.20D+1.605 PASS 0.4143 1-way Shear(+Z) 34.035 psi 82.158 psi +1.20D+1.605 PASS 0.4143 1-way Shear(-Z) 34.035 psi 82.158 psi +1.20D+1.605 PASS 0.9174 2-way Punching 150.744 psi 164.317 psi +1.20D+1.60S Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual/Allow Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right, +X Ratio X-X,D Only 2.0 n/a 0.0 1.140 1.140 n/a n/a 0.570 X-X,+D+S 2.0 n/a 0.0 1.941 1.941 n/a n/a 0.971 X-X,+D+0.7505 2.0 n/a 0.0 1.741 1.741 n/a n/a 0.871 X-X,+0.60D 2.0 n/a 0.0 0.6841 0.6841 n/a n/a 0.342 Z-Z,D Only 2.0 0.0 n/a n/a n/a 1.140 1.140 0.570 Z-Z,+D+S 2.0 0.0 n/a n/a n/a 1.941 1.941 0.971 Z-Z,+D+0.750S 2.0 0.0 n/a n/a n/a 1.741 1.741 0.871 Z-Z,+0.60D 2.0 0.0 n/a n/a n/a 0.6841 0.6841 0.342 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status Footing Has NO Sliding Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gym.As Actual As Phi*Mn Status k-ft Surface inA2 inA2 inA2 k-ft X-X,+1.40D 3.527 +Z Bottom 0.2592 AsMin 0.2756 10.825 OK X-X,+1.40D 3.527 -Z Bottom 0.2592 AsMin 0.2756 10.825 OK X-X,+1.20D 3.023 +Z Bottom 0.2592 AsMin 0.2756 10.825 OK X-X,+1.20D 3.023 -Z Bottom 0.2592 AsMin 0.2756 10.825 OK X-X,+1.20D+0.50S 4.036 +Z Bottom 0.2592 AsMin 0.2756 10.825 OK X-X,+1.20D+0.505 4.036 -Z Bottom 0.2592 AsMin 0.2756 10.825 OK X-X,+1.20D+1.60S 6.266 +Z Bottom 0.2592 AsMin 0.2756 10.825 OK X-X,+1.20D+1.60S 6.266 -Z Bottom 0.2592 AsMin 0.2756 10.825 OK X-X,+1.20D+0.70S 4.442 +Z Bottom 0.2592 AsMin 0.2756 10.825 OK X-X,+1.20D+0.70S 4.442 -Z Bottom 0.2592 AsMin 0.2756 10.825 OK X-X,+0.90D 2.267 +Z Bottom 0.2592 AsMin 0.2756 10.825 OK X-X,+0.90D 2.267 -Z Bottom 0.2592 AsMin 0.2756 10.825 OK Z-Z,+1.40D 3.527 -X Bottom 0.2592 AsMin 0.2756 10.825 OK Z-Z,+1.40D 3.527 +X Bottom 0.2592 AsMin 0.2756 10.825 OK Z-Z,+1.20D 3.023 -X Bottom 0.2592 AsMin 0.2756 10.825 OK Z-Z,+1.20D 3.023 +X Bottom 0.2592 AsMin 0.2756 10.825 OK Z-Z,+1.20D+0.50S 4.036 -X Bottom 0.2592 AsMin 0.2756 10.825 OK 321 q°1