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25-068 67 Riverbank Road-Volume Calculation.xlsx Volume Displacement Calculation Worksheet Customer: Address: Array tilt angle: Component Description Pole supports Seismic Braces Concrete piers PV Modules Support Rails Total Volume Displaced Component Specifications: Pole Supports Seismic Braces Concrete Piers Modules Support Rails Note: Lengths of modules, rails, and seismic bracing calculated using sin functions for array tilt angle and dimensions for x-bracing (see attached sketch) Jesse Lang 67 Riverbank Rd. Northampton, MA 01060 42 degrees # of Units 22 11 22 10 20 2" Schedule 40 Poles (2 3/8" OD) 2" x 2" square aluminum channel stock 12" diameter x 2" high above grade Depth: 1.57" Width: 38.7" Cross sectional area: 1.059 sq in Length (in) 34 74.25 2 18.2 21.2 Area (sq in) 4.43 4 113.1 60.75 1.059 Total Volume (cu in) 3313.64 3267 4976.4 11056.5 449.016 Total Volume (cu yds) 0.07102280521262 7.00231481481482E-02 0.106661522633745 0.236979166666667 9.62397119341564E-03 0.494310613854595