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Project Title: Miller Deck <br /> Engineer: NKH <br /> Project 1D: 23-083 <br /> Project Descr: <br /> General footing Project Flea Footings_ec6 <br /> LI :K 1, uUd.2 . 3.....2 NKH engineering (c)ENERCALC <br /> I.. 1 &-32= <br /> DESCRIPTION: Footing A <br /> Footing Flexure <br /> Flexure Axis S Load Combination Mu Side Tension As Req'd Gvm.As Actual As Phi Mn Status <br /> k-ft Surface in12 in12 in42 k-ft <br /> Z Z,+1.20D 0.06480 +X Bottom 0.2592 AsMin 0.2817 10,988 OK <br /> Z Z,+0.90D 0.04860 X Bottom 0.2592 AsMin 0.2817 10A88 OK <br /> Z-Z,+0.90D 0.04860 +X Bottom 0.2592 AsMin 0.2817 10.988 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 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 75.00 psi 0.00 OK <br /> +1.20D+1.60L 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 75.00 psi 0.00 OK <br /> +1.20D+L 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 75.00 psi 0.00 OK <br /> +1.20D 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 75.00 psi 0.00 OK <br /> +0.90D 0.00 psi 0.00psi 0.00 psi 0.00 psi 0.00 psi 75.00 psi 0.00 OK <br /> Two-Way"Punching"Shear All units k <br /> Load Combination... Vu Phi Vn Vu/Phi Vn Status <br /> +1.40D 1.36 psi 150.00psi 0.009079 OK <br /> +1.20D+1.60L 8.73 psi 150.00psi 0.05822 OK <br /> +1.20D+L 5.90 psi 150,00psi 0.03931 OK <br /> +1.20D 1.17 psi 150.00psi 0.007782 OK <br /> +0.90D 0.88 psi 150.00psi 0.005837 OK <br /> S5 <br />