5.28 Assuming the compressive strength of lunar concrete is normally distributed
ID: 3131907 • Letter: 5
Question
5.28
Explanation / Answer
a)
Note that
Lower Bound = X - t(alpha/2) * s / sqrt(n)
Upper Bound = X + t(alpha/2) * s / sqrt(n)
where
alpha/2 = (1 - confidence level)/2 = 0.01
X = sample mean = 73.2
t(alpha/2) = critical t for the confidence interval = 3.746947388
s = sample standard deviation = 3.701351105
n = sample size = 5
df = n - 1 = 4
Thus,
Lower bound = 66.99769846
Upper bound = 79.40230154
Thus, the confidence interval is
( 66.99769846 , 79.40230154 ) [ANSWER]
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b)
Note that
n = z(alpha/2)^2 s^2 / E^2
where
alpha/2 = (1 - confidence level)/2 = 0.025
Using a table/technology,
z(alpha/2) = 1.959963985
Also,
s = sample standard deviation = 3.701351105
E = margin of error = 2
Thus,
n = 13.15699646
Rounding up,
n = 14
Hence, as we have 5 already, we need 14 - 5 = 9 more. [ANSWER: 9]
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