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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:F5 <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 0.006750 +X Bottom 0.5184 ACI 7.6.1.1 0.880 80.232 OK <br />Z-Z, +0.90D 0.005063 -X Bottom 0.5184 ACI 7.6.1.1 0.880 80.232 OK <br />Z-Z, +0.90D 0.005063 +X Bottom 0.5184 ACI 7.6.1.1 0.880 80.232 OK <br />One Way Shear X <br />Vu @ +XLoad Combination...Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.40D 0.00 0.00 0.00 88.74 0.00psipsipsipsi OK <br />+1.20D+1.60L 0.00 0.00 0.00 88.74 0.00psipsipsipsi OK <br />+1.20D+0.50L 0.00 0.00 0.00 88.74 0.00psipsipsipsi OK <br />+1.20D 0.00 0.00 0.00 88.74 0.00psipsipsipsi OK <br />+0.90D 0.00 0.00 0.00 88.74 0.00psipsipsipsi OK <br />One Way Shear Z <br />Load Combination...Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.40D 0.00 0.00 0.00 88.74 0.00psipsipsipsi OK <br />+1.20D+1.60L 0.00 0.00 0.00 88.74 0.00psipsipsipsi OK <br />+1.20D+0.50L 0.00 0.00 0.00 88.74 0.00psipsipsipsi OK <br />+1.20D 0.00 0.00 0.00 88.74 0.00psipsipsipsi OK <br />+0.90D 0.00 0.00 0.00 88.74 0.00psipsipsipsi OK <br />Vu / Phi*Vn <br />Two-Way "Punching" Shear All units k <br />StatusVuPhi*VnLoad Combination... <br />+1.40D 0.01 177.48 4.5e-05 OKpsipsi <br />+1.20D+1.60L 0.03 177.48 0.000177 OKpsipsi <br />+1.20D+0.50L 0.01 177.48 8.2e-05 OKpsipsi <br />+1.20D 0.01 177.48 3.9e-05 OKpsipsi <br />+0.90D 0.01 177.48 2.9e-05 OKpsipsi <br />62 of 81 <br />210 W 19th St <br />4/14/2025