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General Footing <br />LIC# : KW-06011877, Build:20.25.07.09 Mike Santos (c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:4x6x2 WSWH Footing <br />Project File: 2121 lewis.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 Tension on Bottom <br />Tension <br />k-ft <br />Actual As StatusMuSide <br />Surface <br />Gvrn. As Phi*Mn <br />X-X, +1.40D 0.07350 +Z Bottom 0.5184 ACI 7.6.1.1 0.5425 49.968 OK <br />X-X, +1.40D 0.07350 -Z Bottom 0.5184 ACI 7.6.1.1 0.5425 49.968 OK <br />X-X, +1.20D+0.50Lr 0.09581 +Z Bottom 0.5184 ACI 7.6.1.1 0.5425 49.968 OK <br />X-X, +1.20D+0.50Lr 0.09581 -Z Bottom 0.5184 ACI 7.6.1.1 0.5425 49.968 OK <br />X-X, +1.20D 0.0630 +Z Bottom 0.5184 ACI 7.6.1.1 0.5425 49.968 OK <br />X-X, +1.20D 0.0630 -Z Bottom 0.5184 ACI 7.6.1.1 0.5425 49.968 OK <br />X-X, +1.20D+1.60Lr 0.1680 +Z Bottom 0.5184 ACI 7.6.1.1 0.5425 49.968 OK <br />X-X, +1.20D+1.60Lr 0.1680 -Z Bottom 0.5184 ACI 7.6.1.1 0.5425 49.968 OK <br />X-X, +0.90D 0.04725 +Z Bottom 0.5184 ACI 7.6.1.1 0.5425 49.968 OK <br />X-X, +0.90D 0.04725 -Z Bottom 0.5184 ACI 7.6.1.1 0.5425 49.968 OK <br />Z-Z, +1.40D 0.03267 -X Bottom 0.5184 ACI 7.6.1.1 0.5683 52.282 OK <br />Z-Z, +1.40D 0.03267 +X Bottom 0.5184 ACI 7.6.1.1 0.5683 52.282 OK <br />Z-Z, +1.20D+0.50Lr 0.04258 -X Bottom 0.5184 ACI 7.6.1.1 0.5683 52.282 OK <br />Z-Z, +1.20D+0.50Lr 0.04258 +X Bottom 0.5184 ACI 7.6.1.1 0.5683 52.282 OK <br />Z-Z, +1.20D 0.0280 -X Bottom 0.5184 ACI 7.6.1.1 0.5683 52.282 OK <br />Z-Z, +1.20D 0.0280 +X Bottom 0.5184 ACI 7.6.1.1 0.5683 52.282 OK <br />Z-Z, +1.20D+1.60Lr 0.07467 -X Bottom 0.5184 ACI 7.6.1.1 0.5683 52.282 OK <br />Z-Z, +1.20D+1.60Lr 0.07467 +X Bottom 0.5184 ACI 7.6.1.1 0.5683 52.282 OK <br />Z-Z, +0.90D 0.0210 -X Bottom 0.5184 ACI 7.6.1.1 0.5683 52.282 OK <br />Z-Z, +0.90D 0.0210 +X Bottom 0.5184 ACI 7.6.1.1 0.5683 52.282 OK <br />One Way Shear X <br />Vu @ +XLoad Combination...Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.40D 0.02 0.02 0.08 82.16 0.00psipsipsipsi OK <br />+1.20D+0.50Lr 0.02 0.02 0.11 82.16 0.00psipsipsipsi OK <br />+1.20D 0.01 0.01 0.07 82.16 0.00psipsipsipsi OK <br />+1.20D+1.60Lr 0.04 0.04 0.19 82.16 0.00psipsipsipsi OK <br />+0.90D 0.01 0.01 0.05 82.16 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 0.08 0.08 0.08 82.16 0.00psipsipsipsi OK <br />+1.20D+0.50Lr 0.11 0.11 0.11 82.16 0.00psipsipsipsi OK <br />+1.20D 0.07 0.07 0.07 82.16 0.00psipsipsipsi OK <br />+1.20D+1.60Lr 0.19 0.19 0.19 82.16 0.00psipsipsipsi OK <br />+0.90D 0.05 0.05 0.05 82.16 0.00psipsipsipsi OK <br />Vu / Phi*Vn <br />Two-Way "Punching" Shear All units k <br />StatusVuPhi*VnLoad Combination... <br />+1.40D 0.19 164.32 0.00 OKpsipsi <br />+1.20D+0.50Lr 0.25 164.32 0.00 OKpsipsi <br />+1.20D 0.17 164.32 0.00 OKpsipsi <br />+1.20D+1.60Lr 0.44 164.32 0.00 OKpsipsi <br />+0.90D 0.12 164.32 0.00 OKpsipsi <br />N nam