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Project Title: Miller Deck <br /> Engineer: NKH <br /> Project In: 23-083 <br /> Project Descr: <br /> �DE <br /> ral Footing 1 0, uioSCRIPTION: Footing B 8 213 <br /> Footing Flexure <br /> Flexure Axis&Load Combination Mu Side Tension As Req'd Gvm.As Actual As Ph7'Mn Status <br /> k-ft Surface inA2 inA2 inA2 k-ft <br /> Z-Z,+1.200 0.1173 +X Bottom 0,2592 AsMin 0.40 15.353 OK <br /> Z Z,+0.90D 0.08798 X Bottom 0.2592 AsMin 0.40 15.353 OK <br /> Z-Z,+0.90D 0.08798 +X Bottom 0.2592 AsMin 0.40 15.353 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 0.61 psi 0.61 psi 0.61 psi 0.61 psi 0.61 psi 75,00 psi 0.01 OK <br /> +1.20D+1.60L 4.26 psi 4.26 psi 4.26 psi 4.26 psi 4.26 psi 75.00 psi 0.06 OK <br /> +1.20D+L 2.86 psi 2.86 psi 2.86 psi 2.86 psi 2.86 psi 75.00 psi 0.04 OK <br /> +1.201) 0.52 psi 0.52 psi 0.52 psi 0.52 psi 0.52 psi 75.00 psi 0,01 OK <br /> +0.90D 0.39 psi 0.39 psi 0.39 psi 0.39 psi 0.39 psi 75.00 psi 0.01 OK <br /> Two-Way"Punching"Shear All units k <br /> Load Combination... Vu Phi Vn Vu/Phi*Vn Status <br /> +1.40D 2.89 psi 150.00psi 0.01927 OK <br /> +1.20D+1.60L 20.22 psi 150.00psi 0.1348 OK <br /> +1.20D+L 13.57 psi 150.00psi 0.09046 OK <br /> +1.20D 2.48 psi 150.00psi OV652 OK <br /> +0.90D 1.86 psi 150.00psi 0,01239 OK <br /> S8 <br />