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352                    Fundamentals of Probability and Statistics for Engineers





                           140

                           120
                                                      (x)
                                                    l 2
                         (g/cm 2 )  100                    ^ α  + β ^ x
                         Young’s modulus, y  80          l 1  (x)




                            60

                            40


                            20

                             0
                                           10            20

                                         Stress, x (g/cm 2 )
                                                     f
                  Figure 11.5 The 95% confidence band for E  Y g,  for Example 11.4



                                        f T (t)






                                        1– γ

                                γ /2            γ /2
                                                                t
                                   γ
                                              γ
                                 –t n, /2    t n, /2
                                                              n
                                                                           1/2
                                                                     2  1
                                                   ^

                                                          c 2
            Figure 11.6 Probability density function of T ˆ "B     0 )   [  P  "x i   x) ]


                                                             iˆ1
             Using B ^  as the test statistic, we have shown in Section 11.1.4 that the random
           variable defined by Equation (11.36) has a t-distribution with n    2 degrees of

           freedom. Suppose we wish to achieve a Type-I error probability of . We would
                     ^
           reject H 0 if j      0 j  exceeds (see Figure 11.6)
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