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Structural Calculations <br />Charge Ready Program <br />Date: 10/27/2023 <br />Calculated by: MM <br />Checked By: DPB <br />Mh3 Eh3 hg3 <br />2 <br />3 heq3 <br />1.33 kip ft <br />Ev3 Fv DL3 weq3 leq3 239 lb(Vertical Seismic Force, ASCE 7-16 Section 13.3.1.2) <br />IV. Anchor Design <br />Note: Anchor Design is performed in Hilti Profis. The anchors pass all checks. <br />EV SWBD-1 <br />Pu 0.9Weq1 Ω Ev10.89 kip <br />Vu max Wx1 Wz1Ω Eh1 2.05 kipAnchor Loading; Conservatively use envelope loading <br />Mu max M x1 Mz1Ω M h1 10.24 kip ft <br />EV SWBD-2 <br />Pu 0.9Weq2 Ω Ev20.18 kip <br />Vu max Wx2 Wz2Ω Eh2 0.41 kipAnchor Loading; Conservatively use envelope loading <br />Mu max M x2 Mz2Ω M h2 1.46 kip ft <br />150kVA Transformer <br />Pu 0.9Weq3 Ω Ev30.47 kip <br />Vu max Wx3 Wz3Ω Eh3 1.07 kipAnchor Loading; Conservatively use envelope loading <br />Mu max M x3 Mz3Ω M h3 2.66 kip ft <br />V. Foundation Design <br />Note: Foundation Design is performed in RISA Foundation. The foundation passes all checks. <br />Page: 5 of 5 <br />909 N Grand Ave - <br />101116238 & 201806132/15/2024