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General Footing <br />LIC# : KW-06018155, Build:20.23.08.30 PLATTINUM ENGINEERING (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Continuous Footing <br />Project File: Victoria Calcs.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Flexure Axis & Load Combination in^2 in^2 in^2 k-ft <br />As Req'd <br />Footing Flexure <br />Tension <br />k-ft <br />Actual As StatusMuSide <br />Surface <br />Gvrn. As Phi*Mn <br />Z-Z, +1.20D+1.60Lr 0.4313 +X Bottom 0.2592 AsMin 0.30 11.674 OK <br />Z-Z, +0.90D 0.09844 -X Bottom 0.2592 AsMin 0.30 11.674 OK <br />Z-Z, +0.90D 0.09844 +X Bottom 0.2592 AsMin 0.30 11.674 OK <br />One Way Shear <br />Vu @ +XLoad Combination...Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.40D 0.68 0.68 0.68 0.68 0.68 75.00 0.01psipsipsipsipsipsi OK <br />+1.20D+0.50Lr 1.00 1.00 1.00 1.00 1.00 75.00 0.01psipsipsipsipsipsi OK <br />+1.20D 0.58 0.58 0.58 0.58 0.58 75.00 0.01psipsipsipsipsipsi OK <br />+1.20D+1.60Lr 1.92 1.92 1.92 1.92 1.92 75.00 0.03psipsipsipsipsipsi OK <br />+0.90D 0.44 0.44 0.44 0.44 0.44 75.00 0.01psipsipsipsipsipsi OK <br />Vu / Phi*Vn <br />Two-Way "Punching" Shear All units k <br />StatusVuPhi*VnLoad Combination... <br />+1.40D 3.24 150.00 0.02157 OKpsipsi <br />+1.20D+0.50Lr 4.75 150.00 0.03169 OKpsipsi <br />+1.20D 2.77 150.00 0.01849 OKpsipsi <br />+1.20D+1.60Lr 9.11 150.00 0.06074 OKpsipsi <br />+0.90D 2.08 150.00 0.01386 OKpsipsi <br />35 of 35 <br />2039 N Victoria Dr <br />8/26/2024