a)
X | Y | XY | X² | Y² | |
total sum | 45.800 | 630.000 | 3558.42 | 260.460 | 48735.10 |
mean | 4.5800 | 63.0000 |
sample size , n = 10
here, x̅ = 4.5800 ȳ
= 63
SSxx = Σx² - (Σx)²/n = 50.696
SSxy= Σxy - (Σx*Σy)/n = 673.020
SSyy = Σy²-(Σy)²/n = 9045.100
slope , ß1 = SSxy/SSxx =
13.2756
intercept, ß0 = y̅-ß1* x̄ =
2.1977
so, regression line is Ŷ =
2.1977 + 13.2756
*x
b)
SSE= (Sx*Sy - S²xy)/Sx = 110.353
std error ,Se = √(SSE/(n-2)) = 3.714
X Value 1
Confidence Level 99%
Intermediate Calculations
Sample Size , n= 10
Degrees of Freedom,df=n-2 = 8
critical t Value 3.355
X̅ = 4.580
Σ(x-x̅)² =Sxx 50.696
Standard Error of the Estimate,Se= 3.7140
Predicted Y (YHat) at x=1 is 15.4733
standard error, S(ŷ)=Se*√(1/n+(X-X̅)²/Sxx) = 2.206
margin of error,E=t*std error=t*S(ŷ)= 7.4022
Confidence Lower Limit=Ŷ -E = 8.0712
Confidence Upper Limit=Ŷ +E = 22.8755
c)
Predicted Y (YHat) aat x=5 is 68.5758
margin of error,E=t*std error=t*S(ŷ)= 7.4022
Confidence Lower Limit=Ŷ -E = 65.8207
Confidence Upper Limit=Ŷ +E = 71.3308
-------------------
prediction interval
standard error, S(ŷ)== 2.206
margin of error,E=t*Se*√(1+1/n+(X-X̅)²/Sxx) = 8.9968
Prediction Interval Lower Limit=Ŷ -E =
59.5789
Prediction Interval Upper Limit=Ŷ +E =
77.5726
prediction interval is wider than confidence interval
1. Ten steel rods of nominally the same composition and diameter were subjected to various tensile forces (x, in thousands of pounds), and elongation (y, in thousands of an inch) of the steel rods wa...
1. Ten steel rods of nominally the same composition and diameter were subjected to various tensile forces (r, in thousands of pounds), and elongation (v, in thousands of an inch) of 10 2 the steel rods was observed. The following data was observed: Σ = 45.8 Σ|의 r- as observed: ^10 (a) Fit the least squares line that will enable us to predict elongation in terms of tensile force. For (b) and (c), assume independent normally distributed errors with mean...