A mixture of pulverized fuel ash and Portland cement to be used for grouting should have a compressive strength of more than 1300 KN/m2. The mixture will not be used unless experimental evidence indicates conclusively that the strength specification has been met. Suppose compressive strength for specimens of this mixture is normally distributed with σ = 65. Let μ denote the true average compressive strength.
(a) What are the appropriate null and alternative hypotheses?
H0: μ = 1300 Ha: μ ≠ 1300
H0: μ < 1300 Ha: μ = 1300
H0: μ = 1300 Ha: μ < 1300
H0: μ > 1300 Ha: μ = 1300
H0: μ = 1300 Ha: μ > 1300
(b) Let
X denote the sample average compressive strength for n = 11 randomly selected specimens. Consider the test procedure with test statistic X itself (not standardized). What is the probability distribution of the test statistic when H0 is true?
If X = 1340, find the P-value. (Round your answer
to four decimal places.)
P-value =
Should H0 be rejected using a significance
level of 0.01?
(c) What is the probability distribution of the test statistic when
μ = 1350?
State the mean and standard deviation of the test statistic. (Round
your standard deviation to three decimal places.)
For a test with α = 0.01, what is the probability that the mixture will be judged unsatisfactory when in fact μ = 1350 (a type II error)? (Round your answer to four decimal places.)
Ans:
a)
H0: μ = 1300 Ha: μ > 1300
b)
X-bar has Normal distribution with mean=1300 and standard deviation=65/sqrt(11)=19.598
Test statistic:
z=(1340-1300)/(65/sqrt(11))
z=2.041
P-value=P(z>2.041)=0.0206
As,p-value>0.01,we do not reject the null hypothesis.
c)
mean=1350
standard deviation=65/sqrt(11)=19.598
sample mean cut off=1300+2.326*(65/sqrt(11))=1345.586
when true mean=1350
z=(1345.586-1350)/(65/sqrt(11))
z=-0.225
P(type II error)=P(z<-0.225)=0.4109
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