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preface to fifteenth edition

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2.136 SECTION 2<br />

The confidence limits for the slope are given by b t b , where the t-value is taken at the desired<br />

confidence level and (N 2) degrees of freedom. Similarly, the confidence limits for the intercept<br />

are given by a ts a . The closeness of xˆ <strong>to</strong> x i is answered in terms of a confidence interval for x 0<br />

that extends from an upper confidence (UCL) <strong>to</strong> a lower confidence (LCL) level. Let us choose 95%<br />

for the confidence interval. Then, remembering that this is a two-tailed test (UCL and LCL), we<br />

obtain from a table of Student’s t distribution the critical value of t c (t 0.975 ) and the appropriate<br />

number of degrees of freedom.<br />

Example 14 For the best-fit line found in Example 13, express the result in terms of confidence<br />

intervals for the slope and intercept. We will choose 95% for the confidence interval.<br />

The standard deviation s Y/X is given by Equation 19, but first a supplementary table must be<br />

constructed for the Y residuals and other data which will be needed in subsequent equations.<br />

Ŷ (Y i Ŷ) (Y i Ŷ) 2 X 2<br />

i<br />

108.6 2.55 6.50 1.00<br />

114.4 0.56 0.31 1.21<br />

120.3 0.67 0.45 1.44<br />

138.0 1.00 1.00 2.25<br />

149.8 3.21 10.32 2.89<br />

161.6 3.57 12.94 3.61<br />

173.4 0.65 0.42 4.41<br />

179.2 2.76 7.61 4.84<br />

191.0 4.02 16.16 5.76<br />

208.7 2.30 5.30 7.29<br />

220.5 0.48 0.23 8.41<br />

226.4 0.40 0.16 9.00<br />

61.20 52.11<br />

Now substitute the appropriate values in<strong>to</strong> Equation 19 where there are 12 2 10 degrees of<br />

freedom:<br />

61.20<br />

sX/Y<br />

2.47<br />

q 10<br />

We can now calculate s b and s a from Equations 20 and 21, respectively:<br />

and<br />

Now, using a two-tailed value for Student’s t:<br />

s Y/X<br />

s b 1.07<br />

p5.31<br />

52.11<br />

sa<br />

2.47 2.23<br />

q12(5.306)<br />

b ts 58.91 2.23(1.07) 58.91 2.39<br />

b<br />

a ts 49.64 2.23(2.23) 49.64 4.97<br />

a

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