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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:F4 <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 />X-X, +0.90D 1.155 -Z Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />X-X, +0.90D+E 1.843 +Z Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />X-X, +0.90D+E 1.843 -Z Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />Z-Z, +1.40D 1.797 -X Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />Z-Z, +1.40D 1.797 +X Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />Z-Z, +1.20D+1.60L 5.877 -X Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />Z-Z, +1.20D+1.60L 5.877 +X Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />Z-Z, +1.20D+0.50L 2.896 -X Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />Z-Z, +1.20D+0.50L 2.896 +X Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />Z-Z, +1.20D 1.541 -X Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />Z-Z, +1.20D 1.541 +X Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />Z-Z, +1.20D+0.50L+E 3.583 -X Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />Z-Z, +1.20D+0.50L+E 3.583 +X Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />Z-Z, +0.90D 1.155 -X Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />Z-Z, +0.90D 1.155 +X Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />Z-Z, +0.90D+E 1.843 -X Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />Z-Z, +0.90D+E 1.843 +X Bottom 0.5184 ACI 7.6.1.1 0.5280 48.842 OK <br />One Way Shear X <br />Vu @ +XLoad Combination...Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.40D 1.71 1.71 1.71 88.74 0.02psipsipsipsi OK <br />+1.20D+1.60L 5.60 5.60 5.60 88.74 0.06psipsipsipsi OK <br />+1.20D+0.50L 2.76 2.76 2.76 88.74 0.03psipsipsipsi OK <br />+1.20D 1.47 1.47 1.47 88.74 0.02psipsipsipsi OK <br />+1.20D+0.50L+E 3.41 3.41 3.41 88.74 0.04psipsipsipsi OK <br />+0.90D 1.10 1.10 1.10 88.74 0.01psipsipsipsi OK <br />+0.90D+E 1.76 1.76 1.76 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 1.71 1.71 1.71 88.74 0.02psipsipsipsi OK <br />+1.20D+1.60L 5.60 5.60 5.60 88.74 0.06psipsipsipsi OK <br />+1.20D+0.50L 2.76 2.76 2.76 88.74 0.03psipsipsipsi OK <br />+1.20D 1.47 1.47 1.47 88.74 0.02psipsipsipsi OK <br />+1.20D+0.50L+E 3.41 3.41 3.41 88.74 0.04psipsipsipsi OK <br />+0.90D 1.10 1.10 1.10 88.74 0.01psipsipsipsi OK <br />+0.90D+E 1.76 1.76 1.76 88.74 0.02psipsipsipsi OK <br />Vu / Phi*Vn <br />Two-Way "Punching" Shear All units k <br />StatusVuPhi*VnLoad Combination... <br />+1.40D 7.15 177.48 0.0403 OKpsipsi <br />+1.20D+1.60L 23.39 177.48 0.1318 OKpsipsi <br />+1.20D+0.50L 11.52 177.48 0.06492 OKpsipsi <br />+1.20D 6.13 177.48 0.03454 OKpsipsi <br />+1.20D+0.50L+E 14.26 177.48 0.08034 OKpsipsi <br />+0.90D 4.60 177.48 0.02591 OKpsipsi <br />+0.90D+E 7.33 177.48 0.04132 OKpsipsi <br />59 of 81 <br />210 W 19th St <br />4/14/2025