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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: South 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 in^2 in"2 in"2 k-ft <br /> Z-Z,+1.20D+0.50S 6.934 +X Bottom 0.3456 AsMin 0.3815 21.549 OK <br /> Z-Z,+1.20D+1.60S 11.641 -X Bottom 0.3456 AsMin 0.3815 21.549 OK <br /> Z-Z,+1.20D+1.60S 11.641 +X Bottom 0.3456 AsMin 0.3815 21.549 OK <br /> Z-Z,+1.20D+0.70S 7.790 -X Bottom 0.3456 AsMin 0.3815 21.549 OK <br /> Z-Z,+1.20D+0.70S 7.790 +X Bottom 0.3456 AsMin 0.3815 21.549 OK <br /> Z-Z,+0.90D 3.596 -X Bottom 0.3456 AsMin 0.3815 21.549 OK <br /> Z-Z,+0.90D 3.596 +X Bottom 0.3456 AsMin 0.3815 21.549 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 14.56 psi 14.56 psi 14.56 psi 14.56 psi 14.56 psi 75.00 psi 0.19 OK <br /> +1.20D 12.48 psi 12.48 psi 12.48 psi 12.48 psi 12.48 psi 75.00 psi 0.17 OK <br /> +1.20D+0.50S 18.05 psi 18.05 psi 18.05 psi 18.05 psi 18.05 psi 75.00 psi 0.24 OK <br /> +1.20D+1.60S 30.31 psi 30.31 psi 30.31 psi 30.31 psi 30.31 psi 75.00 psi 0.40 OK <br /> +1.20D+0.70S 20.28 psi 20.28 psi 20.28 psi 20.28 psi 20.28 psi 75.00 psi 0.27 OK <br /> +0.90D 9.36 psi 9.36 psi 9.36 psi 9.36 psi 9.36 psi 75.00 psi 0.12 OK <br /> Two-Way"Punching"Shear All units k <br /> Load Combination... Vu Phi*Vn Vu/Phi*Vn Status <br /> +1.40D 64.51 psi 150.0Opsi 0.43 OK <br /> +1.20D 55.29 psi 150.00psi 0.3686 OK <br /> +1.20D+0.50S 79.96 psi 150.0Opsi 0.5331 OK <br /> +1.20D+1.60S 134.23 psi 150.00psi 0.8949 OK <br /> +1.20D+0.70S 89.83 psi 150.00psi 0.5988 OK <br /> +0.90D 41.47 psi 150.00psi 0.2765 OK <br /> 311/1141 <br />