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Project Title: Miller Deck <br /> Engineer: NKH <br /> Project ID: 23-083 <br /> Project Descr: <br /> General Footing <br /> LI 0 013 6 ,But d: 0. ,2 Project File:Footings ec6 <br /> DESCRIPTION!: Footing C rig <br /> C) N L IN <br /> Footing Flexure <br /> Flexure Axis&Load Combination Mu Side Tension <br /> As Req'd Gvm.As k-ft Surface in"2 in^2 A`��2 Phi*Mn Status <br /> Z-Z,+1.20D 0.2346 + k-R <br /> Z-Z,+0.90D X Bottom 0.3888 AsMin <br /> Z-Z,+0.90D 0.1760 X AsMin Bottom 0.3888 0.4236 27.642 OK <br /> One Way Shear 0.1760 +X Bottom 0.4236 27,642 <br /> 0.3888 AsMin 0.4236 OK <br /> 27.642 OK <br /> Load Combination... <br /> Load Vu @-X Vu @+X Vu Z <br /> 0.26 si @ Vu @+Z Vu:Max Phi Vn Vu!Phi Vn Status <br /> +1.20D+1.60L P 0.26 psi 0.26 psi 0.26 psi 0.26 psi 75.00 psi 0.00 OK <br /> +1.20D+L 1.80 psi 1.80 psi 1.80 psi 1.80 psi 1.80 psi 75.00 psi 0.02 OK <br /> +1.20D 1-21 psi 1.21 psi 1.21 psi 1.21 psi 75.00 psi 0.02 OK <br /> +0,90D 0.22 Psi 0.22 psi 0.22 psi 0.22 psi 0.22 psi 75.00 psi OAO <br /> Two-Way"Punching"Shear 0,17 psi 0.17 psi 0.17 psi 0.17 psi OK <br /> 0.17 psi 75.00 psi 0.00 OK <br /> Load Combination... All units k <br /> +1.40D Vu Phi Vn Vu/Phi'Vn+1.20D+1.601- 1.96 psi 15p.00psi 0.01308 Status <br /> +1.20D+L 13.72 psi 150.0opsi 0.0f49 OK <br /> 9 <br /> +1.20D 9.21 psi 150.00psi OK <br /> 0.01 <br /> +0,900 1,68 psi 150.0opsi 0.01139 OK <br /> 1.26 psi 150.0opsi 00.01121 OK <br /> OK <br /> S11 <br />