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Project Title:
<br /> Engineer:
<br /> Project ID:
<br /> Project 0escr:
<br /> General FOOtIE1 -_ -- - T - Project File:LIE RESIDENCE FOOTING.ec6
<br /> LIM KW-06015244,BwId:20.22.10.24 CG ENOINEERING (6)ENERCALC INC 1983.2022
<br /> DESCRIPTION: Copy of FOUNDATION 1
<br /> All units k
<br /> Sliding Stability
<br /> Force Application Axis
<br /> Load Combination... Sliding Force Resisting Force Stability Ratio Status
<br /> Footing Has NO Sliding
<br /> Footing Flexure
<br /> Flexure Axis 8 Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi'Mn Status
<br /> _ k-ft Surface inA2 _inA2 InA2 k-ft
<br /> X-X,+1.400 _- 0.04320 +Z Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> X-X,+1.40D 0.04320 -Z Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> X-X,+1.20D+1.60L 0.2084 +Z Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> X-X,+1.20D+1.60L 0.2084 Z Bottom 0,2160 AsMin 0.2462 7.754 OK
<br /> X-X,+1.20D+1.60L+O.SOS 0.2307 +Z Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> X-X,+1.20D+1.60L+0.50S 0.2307 -Z Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> X-X,+1.20D+L 0.1441 +Z Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> X-X,+1.20D+L 0.1441 -Z Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> X-X,+1.20D 0.03703 +Z Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> X-X,+1.200 0.03703 -Z Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> X-X,+1.20D+L+1.60S 0.2155 +Z Bottom 0.2160 Asmin 0.2462 7.754 OK
<br /> X-X,+1.20D+L+1.60S 0,2155 -Z Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> X-X,+1.20D+1.60S 0.1084 +Z Bottom 0.2160 AsMin 0.2462 7.764 OK
<br /> X-X.+1.20D+1.60S 0.1084 -Z Bottom 0.2160 AsMin 02462 7.754 OK
<br /> X-X,+1.20D+L+O.SOS 0.1664 +Z Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> X-X,+1.20D+L+0.50S 0.1664 -Z Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> X-X,+0.90D 0.02777 +Z Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> X-X,+0.90D 0.02777 -Z Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> X-X,+1.20D+L+0.20S+E 0.1531 +Z Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> X-X,+1.20D+L+0.20S+E 0.1531 -Z Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> X-X,+0.90D+E 0.02777 +Z Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> X-X,+0.90D+E 0.02777 -Z Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> Z-Z.+1.40D 0.04320 -X Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> Z-Z,+1.40D 0.04320 +X Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> Z-Z.+1.20D+1.60L 0.2084 -X Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> Z-Z,+1.20D+1.60L 0.2084 +X Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> Z-Z,+1.200+1.60L+0.50S 0.2307 -X Bottom 0.2160 AsMin 0.2462 7.764 OK
<br /> Z-Z,+1.200+1.60L+0.50S 0.2307 +X Bottom 0.2160 AsMin 0,2462 7.754 OK
<br /> Z-Z,+1.20D+L 0.1441 -X Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> Z-Z,+1.20D+L 0.1441 +X Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> Z-Z,+1.20D 0.03703 -X Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> Z-Z,+1.20D 0.03703 +X Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> Z-Z,+1.20D+L+1.60S 0.2155 -X Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> Z-Z,+1.200+L+1.60S 0.2155 +X Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> Z-Z.+1.20D+1.60S 0.1084 -X Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> Z-Z,+1.20D+1.60S 0.1084 +X Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> Z-Z,+1.20D+L+0.50S 0.1664 -X Bottom 0.2160 AsMin 0.2462 7.764 OK
<br /> Z-Z,+1.200+L+0.50S 0.1664 +X Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> Z-Z,+0,90D 0.02777 -X Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> Z-Z,+0.90D 0.02777 +X Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> Z-Z,+1.200+L+0.20S+E 0.004231 -X Bottom 0.2160 AsMin 0.2462 7.754 OK
<br /> Z-Z,+1.200+L+0.20S+E 0.3019 +X Bottom 0.2160 AsMin 0,2462 7.754 OK
<br /> Z-Z,+0.90D+E 0.07026 -X Top 0.2160 AsMin 0.2462 7.754 OK
<br /> Z-Z,+0.90D+E 0.2148 +X Bottom 0.2160 AsMin 0.2462 7.764 OK
<br /> One Way Shear
<br /> Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu I Phi Vn Status
<br /> +1.40D 0.32 psi 0.32 psi 0.32 psi 0.32 psi 0.32 psi 2.00 psi 0.00 OK
<br /> +1,20D+1.60L 1.54 psi 1.54 psi 1.54 psi 1.54 psi 1.54 psi 2.00 psi 0.00 OK
<br /> +1.20D+1.60L+0.50S 1.71 psi 1.71 psi 1.71 psi 1.71 psi 1.71 psi 2.00 psi 0.00 OK
<br /> +1.20D+L 1.07 psi 1.07 psi 1.07 psi 1.07 psi 1.07 psi 2.00 psi 0.00 OK
<br /> +1.20D 0.27 psi 0.27 psi 0.27 psi 0.27 psi 0.27 psi 2.00 psi 0.00 OK
<br /> +1.20D+L+1.60S 1.60 psi 1.60 psi 1.60 psi 1.60 psi 1.60 psi 2.00 psi 0.00 OK
<br /> +1,20D+1.60S 0.80 psi 0.80 psi 0.80 psi 0.80 psi 0.80 psi 2.00 psi 0.00 OK
<br /> +120D+L+0.50S 1.23 psi 1.23 psi 1.23 psi 1.23 psi 1.23 psi 2.00 psi 0.00 O K
<br /> +0.90D 0.21 psi 0.21 psi 0.21 psi 0.21 psi 0.21 psi 2.00 psi 0.00 OK
<br /> +1.20D+L+0.20S+E 0.10 psi 2.37 psi 1.13 psi 1.13 psi 2.37 psi 2.00 psi 0.00 QK
<br /> 22
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