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General Footing <br />LIC# : KW-06016886, Build:20.23.12.07 LEE & LEE STRUCTURAL ENGINEERING INC.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:F1 <br />Project File: 201 W 19th St.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 2.687 +X Bottom 0.5184 ACI 7.6.1.1 0.6462 59.483 OK <br />Z-Z, +0.90D 2.015 -X Bottom 0.5184 ACI 7.6.1.1 0.6462 59.483 OK <br />Z-Z, +0.90D 2.015 +X Bottom 0.5184 ACI 7.6.1.1 0.6462 59.483 OK <br />One Way Shear X <br />Vu @ +XLoad Combination...Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.40D 3.52 3.52 3.52 88.74 0.04psipsipsipsi OK <br />+1.20D+1.60L 14.96 14.96 14.96 88.74 0.17psipsipsipsi OK <br />+1.20D+0.50L 6.75 6.75 6.75 88.74 0.08psipsipsipsi OK <br />+1.20D 3.02 3.02 3.02 88.74 0.03psipsipsipsi OK <br />+0.90D 2.26 2.26 2.26 88.74 0.03psipsipsipsi OK <br />One Way Shear Z <br />Load Combination...Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.40D 3.52 3.52 3.52 88.74 0.04psipsipsipsi OK <br />+1.20D+1.60L 14.96 14.96 14.96 88.74 0.17psipsipsipsi OK <br />+1.20D+0.50L 6.75 6.75 6.75 88.74 0.08psipsipsipsi OK <br />+1.20D 3.02 3.02 3.02 88.74 0.03psipsipsipsi OK <br />+0.90D 2.26 2.26 2.26 88.74 0.03psipsipsipsi OK <br />Vu / Phi*Vn <br />Two-Way "Punching" Shear All units k <br />StatusVuPhi*VnLoad Combination... <br />+1.40D 13.25 177.48 0.07467 OKpsipsi <br />+1.20D+1.60L 56.30 177.48 0.3172 OKpsipsi <br />+1.20D+0.50L 25.40 177.48 0.1431 OKpsipsi <br />+1.20D 11.36 177.48 0.06401 OKpsipsi <br />+0.90D 8.52 177.48 0.04801 OKpsipsi <br />44 of 81 <br />210 W 19th St <br />4/14/2025