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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:F3 <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+1.60L 10.167 +X Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />Z-Z, +1.20D+0.50L 4.615 -X Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />Z-Z, +1.20D+0.50L 4.615 +X Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />Z-Z, +1.20D 2.091 -X Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />Z-Z, +1.20D 2.091 +X Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />Z-Z, +1.410D+0.50L 4.981 -X Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />Z-Z, +1.410D+0.50L 4.981 +X Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />Z-Z, +0.90D 1.568 -X Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />Z-Z, +0.90D 1.568 +X Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />Z-Z, +0.6896D 1.202 -X Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />Z-Z, +0.6896D 1.202 +X Bottom 0.5184 ACI 7.6.1.1 0.70 64.297 OK <br />One Way Shear X <br />Vu @ +XLoad Combination...Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.40D 2.71 2.71 2.71 88.74 0.03psipsipsipsi OK <br />+1.20D+1.60L 11.30 11.30 11.30 88.74 0.13psipsipsipsi OK <br />+1.20D+0.50L 5.13 5.13 5.13 88.74 0.06psipsipsipsi OK <br />+1.20D 2.32 2.32 2.32 88.74 0.03psipsipsipsi OK <br />+1.410D+0.50L 5.54 5.54 5.54 88.74 0.06psipsipsipsi OK <br />+0.90D 1.74 1.74 1.74 88.74 0.02psipsipsipsi OK <br />+0.6896D 1.34 1.34 1.34 88.74 0.02psipsipsipsi OK <br />One Way Shear Z <br />Load Combination...Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.40D 2.71 2.71 2.71 88.74 0.03psipsipsipsi OK <br />+1.20D+1.60L 11.30 11.30 11.30 88.74 0.13psipsipsipsi OK <br />+1.20D+0.50L 5.13 5.13 5.13 88.74 0.06psipsipsipsi OK <br />+1.20D 2.32 2.32 2.32 88.74 0.03psipsipsipsi OK <br />+1.410D+0.50L 5.54 5.54 5.54 88.74 0.06psipsipsipsi OK <br />+0.90D 1.74 1.74 1.74 88.74 0.02psipsipsipsi OK <br />+0.6896D 1.34 1.34 1.34 88.74 0.02psipsipsipsi OK <br />Vu / Phi*Vn <br />Two-Way "Punching" Shear All units k <br />StatusVuPhi*VnLoad Combination... <br />+1.40D 10.07 177.48 0.05673 OKpsipsi <br />+1.20D+1.60L 41.96 177.48 0.2364 OKpsipsi <br />+1.20D+0.50L 19.05 177.48 0.1073 OKpsipsi <br />+1.20D 8.63 177.48 0.04862 OKpsipsi <br />+1.410D+0.50L 20.56 177.48 0.1158 OKpsipsi <br />+0.90D 6.47 177.48 0.03647 OKpsipsi <br />+0.6896D 4.96 177.48 0.02794 OKpsipsi <br />56 of 81 <br />210 W 19th St <br />4/14/2025