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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 1 <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 1.581 k 7.913 k 5.007 OK <br />Z-Z, +D+0.5250E 1.185 k 7.835 k 6.609 OK <br />Z-Z, +0.60D+0.70E 1.581 k 4.874 k 3.084 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 0.3878 +Z Bottom 0.1944 ACI 7.6.1.1 0.2651 17.664 OK <br />X-X, +1.20D 0.3878 -Z Bottom 0.1944 ACI 7.6.1.1 0.2651 17.664 OK <br />X-X, +0.90D 0.2909 +Z Bottom 0.1944 ACI 7.6.1.1 0.2651 17.664 OK <br />X-X, +0.90D 0.2909 -Z Bottom 0.1944 ACI 7.6.1.1 0.2651 17.664 OK <br />X-X, +1.20D+E 0.9631 +Z Bottom 0.1944 ACI 7.6.1.1 0.2651 17.664 OK <br />X-X, +1.20D+E 0.05183 -Z Top 0.1944 ACI 7.6.1.1 0.2651 17.664 OK <br />X-X, +1.20D-E 0.1875 +Z Top 0.1944 ACI 7.6.1.1 0.2651 17.664 OK <br />X-X, +1.20D-E 0.8274 -Z Bottom 0.1944 ACI 7.6.1.1 0.2651 17.664 OK <br />X-X, +0.90D+E 0.8662 +Z Bottom 0.1944 ACI 7.6.1.1 0.2651 17.664 OK <br />X-X, +0.90D+E 0.1488 -Z Top 0.1944 ACI 7.6.1.1 0.2651 17.664 OK <br />X-X, +0.90D-E 0.2845 +Z Top 0.1944 ACI 7.6.1.1 0.2651 17.664 OK <br />X-X, +0.90D-E 0.7305 -Z Bottom 0.1944 ACI 7.6.1.1 0.2651 17.664 OK <br />Z-Z, +1.20D 2.277 -X Bottom 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />Z-Z, +1.20D 2.277 +X Bottom 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />Z-Z, +0.90D 1.708 -X Bottom 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />Z-Z, +0.90D 1.708 +X Bottom 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />Z-Z, +1.20D+E 2.676 -X Bottom 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />Z-Z, +1.20D+E 2.675 +X Bottom 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />Z-Z, +1.20D-E 1.879 -X Bottom 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />Z-Z, +1.20D-E 1.879 +X Bottom 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />Z-Z, +0.90D+E 2.107 -X Bottom 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />Z-Z, +0.90D+E 2.106 +X Bottom 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />Z-Z, +0.90D-E 1.310 -X Bottom 0.1944 ACI 7.6.1.1 0.2818 18.760 OK <br />Z-Z, +0.90D-E 1.309 +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 2.90 3.74 3.74 94.87 0.04psipsipsipsi OK <br />+0.90D 2.18 2.81 2.81 94.87 0.03psipsipsipsi OK <br />+1.20D+E 3.41 4.40 4.40 94.87 0.05psipsipsipsi OK <br />+1.20D-E 2.40 3.09 3.09 94.87 0.03psipsipsipsi OK <br />+0.90D+E 2.69 3.46 3.46 94.87 0.04psipsipsipsi OK <br />+0.90D-E 1.67 2.15 2.15 94.87 0.02psipsipsipsi OK <br />One Way Shear Z <br />Load Combination... Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.20D 0.85 0.85 3.74 94.87 0.04psipsipsipsi OK <br />+0.90D 0.63 0.63 2.81 94.87 0.03psipsipsipsi OK <br />+1.20D+E 0.22 2.21 4.40 94.87 0.05psipsipsipsi OK <br />+1.20D-E 1.91 0.51 3.09 94.87 0.03psipsipsipsi OK <br />+0.90D+E 0.43 2.00 3.46 94.87 0.04psipsipsipsi OK <br />+0.90D-E 1.70 0.73 2.15 94.87 0.02psipsipsipsi OK <br />Vu / Phi*Vn <br />Two-Way "Punching" Shear All units k <br />StatusVu Phi*VnLoad Combination... <br />+1.20D 9.34 189.74 0.04922 OKpsipsi <br />+0.90D 7.00 189.74 0.03691 OKpsipsi <br />+1.20D+E 10.97 189.74 0.05783 OKpsipsi <br />+1.20D-E 7.70 189.74 0.04061 OKpsipsi <br />+0.90D+E 8.64 189.74 0.04552 OKpsipsi <br />+0.90D-E 5.37 189.74 0.0283 OKpsipsi