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• <br /> Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> General Footing Project File:230803_enercalc trib_210208_s2306010.ec6 <br /> LIC#:KW-06017385,Build:20.23.08.30 SOUND STRUCTURAL SOLUTIONS (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: North Footing <br /> Footing Flexure <br /> Flexure Axis&Load Combination Mu Side Tension As Req'd Gym.As Actual As Phi*Mn Status <br /> k-ft Surface inA2 inA2 inA2 k-ft <br /> Z-Z,+1.20D+0.50S 4.036 +X Bottom 0.2592 AsMin 0.2756 10.825 OK <br /> Z-Z,+1.20D+1.603 6.266 -X Bottom 0.2592 AsMin 0.2756 10.825 OK <br /> Z-Z,+1.20D+1.60S 6.266 +X Bottom 0.2592 AsMin 0.2756 10.825 OK <br /> Z-Z,+1.20D+0.70S 4.442 -X Bottom 0.2592 AsMin 0.2756 10.825 OK <br /> Z-Z,+1.20D+0.70S 4.442 +X Bottom 0.2592 AsMin 0.2756 10.825 OK <br /> Z-Z,+0.90D 2.267 -X Bottom 0.2592 AsMin 0.2756 10.825 OK <br /> Z-Z,+0.90D 2.267 +X Bottom 0.2592 AsMin 0.2756 10.825 OK <br /> One Way Shear <br /> Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu/Phi*Vn Status <br /> +1.40D 19.16 psi 19.16 psi 19.16 psi 19.16 psi 19.16 psi 82.16 psi 0.23 OK <br /> +1.20D 16.42 psi 16.42 psi 16.42 psi 16.42 psi 16.42 psi 82.16 psi 0.20 OK <br /> +1.20D+0.50S 21.93 psi 21.93 psi 21.93 psi 21.93 psi 21.93 psi 82.16 psi 0.27 OK <br /> +1.20D+1.60S 34.04 psi 34.04 psi 34.04 psi 34.04 psi 34.04 psi 82.16 psi 0.41 OK <br /> +1.20D+0.70S 24.13 psi 24.13 psi 24.13 psi 24.13 psi 24.13 psi 82.16 psi 0.29 OK <br /> +0.90D 12.32 psi 12.32 psi 12.32 psi 12.32 psi 12.32 psi 82.16 psi 0.15 OK <br /> Two-Way"Punching"Shear All units k <br /> Load Combination... Vu Phi"Vn Vu/Phi*Vn Status <br /> +1.40D 84.85 psi 164.32psi 0.5164 OK <br /> +1.20D 72.73 psi 164.32psi 0.4426 OK <br /> +1.20D+0.50S 97.11 psi 164.32psi 0.591 OK <br /> +1.20D+1.60S 150.74 psi 164.32psi 0.9174 OK <br /> +1.20D+0.70S 106.86 psi 164.32psi 0.6503 OK <br /> +0.90D 54.55 psi 164.32 psi 0.332 OK <br /> 33 114g <br />