(b) Use rules of variance to obtaln an expression for the varlance and standard deviation (standard error) estimator In part (a). V(X - Y)- V(X) + V() -ox + oy? ax - y VV(X - Y)

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(b) Use rules of varlance to obtain an expressilon for the varlance and standard devlation (standard error) of the
estimator In part (a).
V(X – ) = V(X) + V()
đx - y VV(X – n
Compute the estimated standard error. (Round your answer to three decimal places.)
MPa
(c) Calculate a point estimate of the ratio a,/a, of the two standard deviations. (Round your answer to three
decimal places.)
(d) Suppose a single beam and a single cylinder are randomly selected. Calculate a point estimate of the variance
of the difference X - Y between beam strength and cylinder strength. (Round your answer to two decimal places.)
MPa?
Transcribed Image Text:(b) Use rules of varlance to obtain an expressilon for the varlance and standard devlation (standard error) of the estimator In part (a). V(X – ) = V(X) + V() đx - y VV(X – n Compute the estimated standard error. (Round your answer to three decimal places.) MPa (c) Calculate a point estimate of the ratio a,/a, of the two standard deviations. (Round your answer to three decimal places.) (d) Suppose a single beam and a single cylinder are randomly selected. Calculate a point estimate of the variance of the difference X - Y between beam strength and cylinder strength. (Round your answer to two decimal places.) MPa?
Consider the accompanying data on flexural strength (MPa) for concrete beams of a certaln type.
5.7 7.2 7.3 6.3 8.1 6.8 7.0 7.6 6.8
6.5
7.0
6.3 7.9 9.0
9.0 8.7 7.8 9.7 7.4 7.7 9.7 8.0 7.7 11.6 11.3 11.8 10.7
The data below give accompanying strength observations for cylinders.
6.5 5.8 7.8 7.1 7.2 9.2 6.6
8.3
7.0
8.5
7.6 8.1 7.4 8.5 8.9 9.8 9.7 14.1 12.6 11.9
Prior to obtaining data, denote the beam strengths by X, .., X, and the cylinder strengths by Y,...,
Y,. Suppose
that the X's constitute a random sample from a distribution with mean u, and standard devlation a, and that the Y/s form
a random sample (Independent of the X's) from another distribution with mean H, and standard deviation a.
(a) Use rules of expected value to show that X - Y is an unblased estimator of jH, - H.
O E(X - ) -
E(X) - E(Y)
H1 - H2
nm
O ECX - Y) - (E(X) – E(Yn) - Hy - Mz
O ECX - ) - E(X) – E(Y) = Hi - Hz
O E(X – Y) = VE(X) – E(Y) = Hy - Hz
O ECX – Y) = nm( E(X) – E(Y) = Hy - H2
Calculate the estimate for the given data. (Round your answer to three decimal places.)
MPa
Transcribed Image Text:Consider the accompanying data on flexural strength (MPa) for concrete beams of a certaln type. 5.7 7.2 7.3 6.3 8.1 6.8 7.0 7.6 6.8 6.5 7.0 6.3 7.9 9.0 9.0 8.7 7.8 9.7 7.4 7.7 9.7 8.0 7.7 11.6 11.3 11.8 10.7 The data below give accompanying strength observations for cylinders. 6.5 5.8 7.8 7.1 7.2 9.2 6.6 8.3 7.0 8.5 7.6 8.1 7.4 8.5 8.9 9.8 9.7 14.1 12.6 11.9 Prior to obtaining data, denote the beam strengths by X, .., X, and the cylinder strengths by Y,..., Y,. Suppose that the X's constitute a random sample from a distribution with mean u, and standard devlation a, and that the Y/s form a random sample (Independent of the X's) from another distribution with mean H, and standard deviation a. (a) Use rules of expected value to show that X - Y is an unblased estimator of jH, - H. O E(X - ) - E(X) - E(Y) H1 - H2 nm O ECX - Y) - (E(X) – E(Yn) - Hy - Mz O ECX - ) - E(X) – E(Y) = Hi - Hz O E(X – Y) = VE(X) – E(Y) = Hy - Hz O ECX – Y) = nm( E(X) – E(Y) = Hy - H2 Calculate the estimate for the given data. (Round your answer to three decimal places.) MPa
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