
the material are obtained, each is split in half, and a
determination is made on each half using one of the
two methods, resulting in the following data:
Sample 1234
Gravimetric 54.7 58.5 66.8 46.1
Spectrophotometric 55.0 55.7 62.9 45.5
Sample 5678
Gravimetric 52.3 74.3 92.5 40.2
Spectrophotometric 51.1 75.4 89.6 38.4
Sample 9 101112
Gravimetric 87.3 74.8 63.2 68.5
Spectrophotometric 86.8 72.5 62.3 66.0
Use the Wilcoxon test to decide whether one tech-
nique gives on average a different value than the
other technique for this type of material.
6. The signed-rank statistic can be represented as
S
þ
¼ W
1
þ W
2
þþW
n
; where W
i
¼ i if the
sign of the x
i
m
0
with the ith largest absolute
magnitude is positive (in which case i is included
in S
+
) and W
i
¼ 0 if this value is negative (i ¼ 1, 2,
3, ... , n). Furthermore, when H
0
is true, the W
i
’s
are independent and PðW ¼ iÞ¼PðW ¼ 0Þ¼: 5.
a. Use these facts to obtain the mean and variance
of S
+
when H
0
is true. [Hint: The sum of the first
n positive integers is nðn þ 1Þ=2, and the sum of
the squares of the first n positive integers is
nðn þ 1Þð2n þ 1Þ=6.]
b. The W
i
’s are not identically distributed (e.g.,
possible values of W
2
are 2 and 0 whereas pos-
sible values of W
5
are 5 and 0), so our Central
Limit Theorem for identically distributed and
independent variables cannot be used here
when n is large. However, a more general CLT
can be used to assert that when H
0
is true and
n > 20, S
+
has approximately a normal distri-
bution with mean and variance obtained in (a).
Use this to propose a large-sample standardized
signed-rank test statistic and then an appropriate
rejection region with level a for each of the three
commonly encountered alternative hypotheses.
[Note: When there are ties in the absolute mag-
nitudes, it is still correct to standardize S
+
by
subtracting the mean from (a), but there is a
correction for the variance which can be found
in books on nonparametric statistics.]
c. A particular type of steel beam has been de-
signed to have a compressive strength (lb/in
2
)
of at least 50,000. An experimenter obtained a
random sample of 25 beams and determined the
strength of each one, resulting in the following
data (expressed as deviations from 50,000):
10 27 36 55 73 77 81
90 95 99 113 127 129 136
150 155 159 165 178 183 192
199 212 217 229
Carry out a test using a significance level of
approximately .01 to see if there is strong evi-
dence that the design condition has been violated.
7. The accompanying 25 observations on fracture
toughness of base plate of 18% nickel maraging
steel were reported in the article “Fracture Testing
of Weldments” (ASTM Special Publ. No. 381,
1965: 328–356). Suppose a company will agree to
purchase this steel for a particular application only
if it can be strongly demonstrated from experimen-
tal evidence that true average toughness exceeds
75. Assuming that the fracture toughness distribu-
tion is symmetric, state and test the appropriate
hypotheses at level .05, and compute a P-value.
[Hint: Use Exercise 6(b).]
69.5 71.9 72.6 73.1 73.3 73.5 74.1 74.2 75.3
75.5 75.7 75.8 76.1 76.2 76.2 76.9 77.0 77.9
78.1 79.6 79.7 80.1 82.2 83.7 93.7
8. Suppose that observations X
1
, X
2
, ..., X
n
are made
on a process at times 1, 2, ..., n. On the basis of this
data, we wish to test
H
0
: the X
i
’s constitute an independent and iden-
tically distributed sequence
versus
H
a
: X
i+1
tends to be larger than X
i
for i ¼ 1, ..., n
(an increasing trend)
Suppose the X
i
’s are ranked from 1 to n. Then when H
a
is true, larger ranks tend to occur later in the sequence,
whereas if H
0
is true, large and small ranks tend
to be mixed together. Let R
i
be the rank of X
i
and consider the test statistic D ¼
P
n
i¼1
ðR
i
iÞ
2
.
14.1 The Wilcoxon Signed-Rank Test 765