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Client - SCE Charge Ready Date - <br />Project -Brixen EVCS Made By - <br />Location -2100 S Fairview ST, Santa Ana, CA 92704 Orange County. Checked By - <br />Proj. No. -Preliminary - <br />9/18/2024 <br />DSS <br />- <br />80% Review1650605 <br />Description -Design calculations for footing pad of switchboard, Transformer, Distribution Panel, <br />EV Charger & Gateway Final -100% Review <br />Base Shear Force and Moment <br />1. Switchboard Panel <br />Shear Force 0.3x1.044x1x0.5 0.157 kip <br />Shear Force on each Support 0.16/4 0.039 kip <br />Moment (0.16x4x2)/3 0.418 kip-ft (C.G Considered at 2/3rd <br />of Height) <br />2. Distribution Panel <br />Shear Force on each Support 0.3x1.044x1x0.735 0.230 kip <br />Shear Force on each Support 0.23/4 0.058 kip <br />Moment (0.23x5.33x2)/3 1.150 kip-ft (C.G Considered at 2/3rd <br />of Height) <br />3.Transformer <br />Shear Force 0.3x1.044x1.5x0.6 0.281 kip <br />Shear Force on each Support 0.28/4 0.070 kip <br />Moment (0.28x3x2)/3 0.562 kip-ft (C.G Considered at 2/3rd <br />of Height) <br />4. EVC10 Level 2 AC EV Charger <br />Shear Force 0.3x1.044x1x0.04 0.013 kip <br />Shear Force on each Support 0.01/4 0.003 kip <br />Moment (0.015x6x2/3)0.050 kip-ft <br />5. Gateway <br />Shear Force 0.3x1.044x1x0.5 0.016 kip <br />Shear Force on each Support 0.01566/4 0.004 kip <br />Moment (0.030x4*2/3)0.042 kip-ft (Height of C.G.of Gateway <br />from base of H frame= 4 ft)