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General Footing <br />LIC# : KW-06015027, Build:20.23.12.07 GeoStructural, LLC (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Generator Reinforced Concrete Slab On Grade - Strength and Stability Analysis <br />GeoStructural LLC <br />Jesse Drennen, PE <br />Project File: 3 GEN calcs MERGE.ec6 <br />Project Title:AT&T Generator Upgrade Project <br />Engineer:Jesse Drennen, PE <br />Project ID: <br />Project Descr:Standby Generator on Concrete Slab <br />One Way Shear Z <br />Load Combination...Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status <br />+0.90D-W 0.83 0.60 0.83 75.82 0.01psipsipsipsi OK <br />+1.405D+E 0.68 1.23 1.23 75.82 0.02psipsipsipsi OK <br />+1.405D-E 1.55 1.00 1.55 75.82 0.02psipsipsipsi OK <br />+0.6954D+E 0.11 0.66 0.66 75.82 0.01psipsipsipsi OK <br />+0.6954D-E 0.99 0.44 0.99 75.82 0.01psipsipsipsi OK <br />Vu / Phi*Vn <br />Two-Way "Punching" Shear All units k <br />StatusVuPhi*VnLoad Combination... <br />+1.40D 1.46 95.13 0.01539 OKpsipsi <br />+1.20D+W 1.26 95.13 0.0132 OKpsipsi <br />+1.20D-W 1.26 95.13 0.0132 OKpsipsi <br />+0.90D+W 0.94 104.41 0.009017 OKpsipsi <br />+0.90D-W 0.94 95.13 0.009896 OKpsipsi <br />+1.405D+E 1.26 104.41 0.01202 OKpsipsi <br />+1.405D-E 1.68 95.13 0.0177 OKpsipsi <br />+0.6954D+E 0.61 95.13 0.006362 OKpsipsi <br />+0.6954D-E 0.95 95.13 0.01002 OKpsipsi <br />2621 S Birch St - 101119515 & <br />20182981 <br />7/24/2024