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Section 8-2/Conidence Interval on the Mean of a Normal Distribution, Variance Known     285


                     Example 8-6     Alloy Adhesion  An article in the journal Materials Engineering (1989, Vol. II, No. 4, pp. 275–
                                     281) describes the results of tensile adhesion tests on 22 U-700 alloy specimens. The load at speci-
                     men failure is as follows (in megapascals):
                                     19.8        10.1        14.9        7.5         15.4        15.4
                                     15.4        18.5        7.9         12.7        11.9        11.4
                                     11.4        14.1        17.6        16.7        15.8
                                     19.5        8.8         13.6        11.9        11.4
                        The sample mean is x = 13.71, and the sample standard deviation is s = 3.55. Figures 8-6 and 8-7 show a box plot
                     and a normal probability plot of the tensile adhesion test data, respectively. These displays provide good support for

                     the assumption that the population is normally distributed. We want to ind a 95% CI on μ. Since n = 22, we have
                     n – 1 = 21 degrees of freedom for t, so t   = 2.080. The resulting CI is
                                                      0.025,21
                                                     x −  t / ,nα 2  −1  s  n Ð μ ≤  x+  t / ,nα 2  −1 s  n
                                                                                   . (
                                                                              .
                                                                           +
                                                  −
                                              13 71 2 080 3 55)  22 ≤ μ Ð  13 71 2 080 3 55)  22
                                                          .
                                                                         .
                                                        (
                                                .
                                                     .
                                                             −
                                                                          +
                                                        13 71 1 57 Ð μ ≤  13 71 1 57
                                                          .
                                                                         .
                                                                              .
                                                               .
                                                             12 14 ≤ μ ≤  15 28
                                                                         .
                                                               .
                                                                                              Normal probability plot
                                                                                         99
                                                                                         95
                                                                                         90
                        20.5
                                                                                         80
                                                                                         70
                        18.0                                                           Percent  60
                                                                                         50
                       Load at failure  15.5                                             30
                                                                                         40
                                                                                         20
                        13.0
                                                                                         10
                        10.5                                                             5
                                                                                         1
                         8.0                                                                  5  10   15  20  25
                                                                                                Load at failure
                     FIGURE 8-6  Box and whisker plot for                      FIGURE 8-7  Normal probability plot of
                     the load at failure data in Example 8-5.                  the load at failure data from Example 8-5.
                        Practical Interpretation: The CI is fairly wide because there is a lot of variability in the tensile adhesion test measure-
                     ments. A larger sample size would have led to a shorter interval.

                                            It is not as easy to select a sample size n to obtain a speciied length (or precision of estima-
                                         tion) for this CI as it was in the known-σ case, because the length of the interval involves s (which
                                                                                  −1 . Note that the t-percentile depends on the
                                         is unknown before the data are collected), n, and t / ,nα 2
                                         sample size n. Consequently, an appropriate n can only be obtained through trial and error. The
                                         results of this will, of course, also depend on the reliability of our prior “guess” for σ.
                     Exercises            FOR SECTION 8-2
                         Problem available in WileyPLUS at instructor’s discretion.
                                 Tutoring problem available in WileyPLUS at instructor’s discretion

                     8-24.     Find the values of the following percentiles: t  ,   (a) Conidence level = 95%, degrees of freedom = 12
                                                              0.025,15

                     t   , t  , t  , and t  .                         (b) Conidence level = 95%, degrees of freedom = 24
                      0.05,10  0.10,20  0.005,25  0.001,30

                     8-25.   Determine the t-percentile that is required to con-  (c) Conidence level = 99%, degrees of freedom = 13

                     struct each of the following two-sided coni dence intervals:  (d) Conidence level = 99.9%, degrees of freedom = 15
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