In a study of copper bars, the relationship between shear stress in ksi (x) and shear strain in % (y) was summarized by the least-squares line y = - 20.00 + 2.56x. There were a total of n = 17 observations, and the coefficient of determination was r2 = 0.9111. If the total sum of squares was E(y: - 9)* = 234.19, compute the estimated error variance s.

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In a study of copper bars, the relationship between shear stress in ksi (x) and shear strain in
% (y) was summarized by the least-squares line y = - 20.00 + 2.56x. There were a total of n
= 17 observations, and the coefficient of determination was r2 = 0.9111. If the total sum of
squares was E(y: - 9)* = 234.19, compute the estimated error variance s.
Transcribed Image Text:In a study of copper bars, the relationship between shear stress in ksi (x) and shear strain in % (y) was summarized by the least-squares line y = - 20.00 + 2.56x. There were a total of n = 17 observations, and the coefficient of determination was r2 = 0.9111. If the total sum of squares was E(y: - 9)* = 234.19, compute the estimated error variance s.
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