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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 />Pro ect 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 1.94 1.94 1.94 1.94 1.94 75.00 0.03psipsipsipsipsipsi OK <br />+1.20D+0.50Lr 2.36 2.36 2.36 2.36 2.36 75.00 0.03psipsipsipsipsipsi OK <br />+1.20D 1.67 1.67 1.67 1.67 1.67 75.00 0.02psipsipsipsipsipsi OK <br />+1.20D+1.60Lr 3.89 3.89 3.89 3.89 3.89 75.00 0.05psipsipsipsipsipsi OK <br />+0.90D 1.25 1.25 1.25 1.25 1.25 75.00 0.02psipsipsipsipsipsi OK <br />Vu / Phi*Vn <br />Two-Way "Punching" Shear All units k <br />StatusVu Phi*VnLoad Combination... <br />+1.40D 9.24 150.00 0.06162 OKpsipsi <br />+1.20D+0.50Lr 11.22 150.00 0.07482 OKpsipsi <br />+1.20D 7.92 150.00 0.05282 OKpsipsi <br />+1.20D+1.60Lr 18.49 150.00 0.1232 OKpsipsi <br />+0.90D 5.94 150.00 0.03961 OKpsipsi