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ρ = 62.44 lb / pie³(1 kg / 2.2 lb)(0.0283168 m³/ 1 pie³) = 0.803 kg/m³
m = 8 kg
V = ?
Formula
V = m / ρ = 8 kg / 0.803 kg/ m³ = 9.962 m³(1000 litros / 1 m³) = 9962.64 litros