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General Footing <br />LIC# : KW-06017366, Build:20.24.12.17 B&J HBK, INC. (c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:Generator Footing - Case 2 <br />Project File: KPRS McGuff TI.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Force Application Axis <br />Sliding Stability All units k <br />Load Combination...StatusSliding Force Resisting Force Stability Ratio <br />Z-Z, +D+0.70E 0.0 k 7.842 k No Sliding OK <br />Z-Z, +D+0.5250E 0.0 k 7.763 k No Sliding OK <br />Z-Z, +0.60D+0.70E 0.0 k 4.831 k No Sliding OK <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 StatusMu Side <br />Surface <br />Gvrn. As Phi*Mn <br />X-X, +1.20D 0.3930 +Z Bottom 0.1944 ACI 7.6.1.1 0.2687 17.896 OK <br />X-X, +1.20D 0.3930 -Z Bottom 0.1944 ACI 7.6.1.1 0.2687 17.896 OK <br />X-X, +0.90D 0.2947 +Z Bottom 0.1944 ACI 7.6.1.1 0.2687 17.896 OK <br />X-X, +0.90D 0.2947 -Z Bottom 0.1944 ACI 7.6.1.1 0.2687 17.896 OK <br />X-X, +1.20D+E 0.4617 +Z Bottom 0.1944 ACI 7.6.1.1 0.2687 17.896 OK <br />X-X, +1.20D+E 0.4617 -Z Bottom 0.1944 ACI 7.6.1.1 0.2687 17.896 OK <br />X-X, +1.20D-E 0.3242 +Z Bottom 0.1944 ACI 7.6.1.1 0.2687 17.896 OK <br />X-X, +1.20D-E 0.3242 -Z Bottom 0.1944 ACI 7.6.1.1 0.2687 17.896 OK <br />X-X, +0.90D+E 0.3635 +Z Bottom 0.1944 ACI 7.6.1.1 0.2687 17.896 OK <br />X-X, +0.90D+E 0.3635 -Z Bottom 0.1944 ACI 7.6.1.1 0.2687 17.896 OK <br />X-X, +0.90D-E 0.2260 +Z Bottom 0.1944 ACI 7.6.1.1 0.2687 17.896 OK <br />X-X, +0.90D-E 0.2260 -Z Bottom 0.1944 ACI 7.6.1.1 0.2687 17.896 OK <br />Z-Z, +1.20D 2.231 -X Bottom 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />Z-Z, +1.20D 2.230 +X Bottom 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />Z-Z, +0.90D 1.673 -X Bottom 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />Z-Z, +0.90D 1.673 +X Bottom 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />Z-Z, +1.20D+E 0.5021 -X Bottom 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />Z-Z, +1.20D+E 3.307 +X Bottom 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />Z-Z, +1.20D-E 3.960 -X Bottom 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />Z-Z, +1.20D-E 1.154 +X Bottom 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />Z-Z, +0.90D+E 0.05561 -X Top 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />Z-Z, +0.90D+E 2.749 +X Bottom 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />Z-Z, +0.90D-E 3.402 -X Bottom 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />Z-Z, +0.90D-E 0.5966 +X Bottom 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />One Way Shear X <br />Vu @ +XLoad Combination... Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.20D 2.88 3.76 3.76 94.87 0.04psipsipsipsi OK <br />+0.90D 2.16 2.82 2.82 94.87 0.03psipsipsipsi OK <br />+1.20D+E 1.87 5.56 5.56 94.87 0.06psipsipsipsi OK <br />+1.20D-E 3.88 1.97 3.88 94.87 0.04psipsipsipsi OK <br />+0.90D+E 1.15 4.62 4.62 94.87 0.05psipsipsipsi OK <br />+0.90D-E 3.16 1.03 3.16 94.87 0.03psipsipsipsi OK <br />One Way Shear Z <br />Load Combination... Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.20D 0.86 0.86 3.76 94.87 0.04psipsipsipsi OK <br />+0.90D 0.64 0.64 2.82 94.87 0.03psipsipsipsi OK <br />+1.20D+E 1.01 1.01 5.56 94.87 0.06psipsipsipsi OK <br />+1.20D-E 0.71 0.71 3.88 94.87 0.04psipsipsipsi OK <br />+0.90D+E 0.79 0.79 4.62 94.87 0.05psipsipsipsi OK <br />+0.90D-E 0.49 0.49 3.16 94.87 0.03psipsipsipsi OK <br />Vu / Phi*Vn <br />Two-Way "Punching" Shear All units k <br />StatusVu Phi*VnLoad Combination... <br />+1.20D 9.36 189.74 0.04933 OKpsipsi <br />+0.90D 7.02 189.74 0.037 OKpsipsi <br />+1.20D+E 11.00 189.74 0.05796 OKpsipsi <br />+1.20D-E 7.72 189.74 0.0407 OKpsipsi <br />+0.90D+E 8.66 189.74 0.04562 OKpsipsi <br />+0.90D-E 5.38 189.74 0.02837 OKpsipsi