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- CAITLIN ROSE Project Title: KIT IDITION ENGINEERING. LLC Project ID: 22 Project Descr: Caitlin R. Wilhelm, PE Printed 2' General Footing File:Ftgs.ec6 Software copyright ENERCALC,INC.1983-2020,Build 12.20,8.24 1 DESCRIPTION: Typ Ext Ftg DESIGN SUMMARY WPM Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.4267 Soil Bearing 0.640 ksf 1.50 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 0.005194 Z Flexure(+X) 0.07975 k-ft/ft 15.353 k-ft/ft +1.20D+1.60S PASS 0.005194 Z Flexure(-X) 0.07975 k-ft/ft 15.353 k-ft/ft +1.20D+1.60S PASS 0.005194 X Flexure(+Z) 0.07975 k-ft/ft 15.353 k-ft/ft +1.20D+1.60S PASS 0.005194 X Flexure(-Z) 0.07975 k-ft/ft 15.353 k-ft/ft +1.20D+1.60S 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 0.8318 psi 75.0 psi +1.20D+1.60S Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress©Location Actual I Allow Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X,D Only 1.50 n/a 0.0 0.3650 0.3650 n/a n/a X-X,+D+Lr 1.50 n/a 0.0 0.5850 0.5850 n/a n/a . X-X,+D+S 1.50 n/a 0.0 0.640 0.640 n/a n/a X-X,+D+0.750Lr 1.50 n/a 0.0 0.530 0.530 n/a n/a X-X,+D+0,7505 1.50 n/a 0.0 0.5713 0.5713 n/a n/a X-X,+0.60D 1.50 n/a 0.0 0.2190 0.2190 n/a n/a Z-Z,D Only 1.50 0.0 n/a n/a n/a 0.3650 0.3650 Z-Z,+D+Lr 1.50 0.0 n/a n/a n/a 0.5850 0.5850 Z-Z,+D+S 1.50 0.0 n/a n/a n/a 0.640 0.640 Z-Z,+D+0.750Lr 1.50 0.0 n/a n/a n/a 0.530 0.530 Z-Z,+D+0,7505 1.50 0.0 n/a n/a n/a 0.5713 0.5713 Z-Z,+0.60D 1.50 0.0 n/a n/a n/a 0.2190 0.2190 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 Gvrn.As Actual As Phi*Mn Status k-ft Surface in^2 inA2 i02 k-ft X-X,+1.40D 0.02888 +Z Bottom 0.2592 Min Temp% 0.40 15.353 OK X-X,+1.40D 0.02888 -Z Bottom 0.2592 Min Temp% 0.40 15.353 OK X-X,+1.20D+0.50Lr 0.03850 +Z Bottom 0.2592 Min Temp% 0.40 15.353 OK X-X,+1.20D+0,50Lr 0.03850 -Z Bottom 0.2592 Min Temp% 0.40 15.353 OK X-X,+1.20D+0.505 0.04194 +Z Bottom 0.2592 Min Temp% 0.40 15.353 OK X-X,+1.20D+0.505 0.04194 -Z Bottom 0.2592 Min Temp% 0.40 15.353 OK X-X,+1,20D+1.60Lr 0.06875 +Z Bottom 0.2592 Min Temp% 0.40 15.353 OK X-X,+1,20D+1.60Lr 0.06875 -Z Bottom 0.2592 Min Temp% 0.40 15.353 OK X-X,+1.20D+1.60S 0.07975 +Z Bottom 0.2592 Min Temp% 0.40 15.353 OK X-X,+1,20D+1.60S 0.07975 -Z Bottom 0.2592 Min Temp% 0.40 15.353 OK X-X,+0.90D 0.01856 +Z Bottom 0,2592 Min Temp% 0.40 15.353 f�B. X-X,+0.90D 0.01856 -Z Bottom 0.2592 Min Temp% 0.40 15.353