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General Footing <br />LIC# : KW-06019842, Build:20.23.08.30 Structural Engineering Consultants (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:PAD: <1> <br />Project File: Design Check.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />One Way Shear <br />Vu @ +XLoad Combination...Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.40D 1.56 1.56 1.56 1.56 1.56 75.00 0.02psipsipsipsipsipsi OK <br />+1.20D+0.50Lr 1.89 1.89 1.89 1.89 1.89 75.00 0.03psipsipsipsipsipsi OK <br />+1.20D 1.33 1.33 1.33 1.33 1.33 75.00 0.02psipsipsipsipsipsi OK <br />+1.20D+1.60Lr 3.11 3.11 3.11 3.11 3.11 75.00 0.04psipsipsipsipsipsi OK <br />+0.90D 1.00 1.00 1.00 1.00 1.00 75.00 0.01psipsipsipsipsipsi OK <br />Vu / Phi*Vn <br />Two-Way "Punching" Shear All units k <br />StatusVuPhi*VnLoad Combination... <br />+1.40D 7.39 150.00 0.04929 OKpsipsi <br />+1.20D+0.50Lr 8.98 150.00 0.05986 OKpsipsi <br />+1.20D 6.34 150.00 0.04225 OKpsipsi <br />+1.20D+1.60Lr 14.79 150.00 0.09859 OKpsipsi <br />+0.90D 4.75 150.00 0.03169 OKpsipsi <br />Page - 15 <br />2010 W Alco Ave Unit <br />#24/22/2025