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The weight distribution of parcels sent in a certain manner is normal with mean value\({\rm{12lb}}\)and standard deviation\({\rm{3}}{\rm{.5lb}}\). The parcel service wishes to establish a weight value\({\rm{c}}\)beyond which there will be a surcharge. What value of\({\rm{c}}\)is such that\({\rm{99\% }}\)of all parcels are at least\({\rm{1lb}}\)under the surcharge weight?

Short Answer

Expert verified

The value of c is \({\rm{21}}{\rm{.155}}\).

Step by step solution

01

Introduction

A specific instance of the normal distribution is the standard normal distribution. In a typical normal distribution, the mean is equal to zero\(\left( {{\rm{\mu = 0}}} \right)\), and the standard deviation is equal to one\({\rm{1 }}\left( {{\rm{\sigma = 1}}} \right)\). The random variable with the standard normal distribution is designated by the letter z.

02

Explanation

Let the weight of the parcels be represented by a \({\rm{rv}}\)\({\rm{X}}\)then it's mean and standard deviation are given as:

\(\begin{array}{l}{\rm{\mu = 12lb}}\\{\rm{\sigma = 3}}{\rm{.5lb}}\end{array}\)

It is given that \({\rm{99\% }}\)of all the values are below the \({\rm{(c - 1)lb}}\)limit. Hence, we can say that the \({\rm{z}}\)-value corresponding to it is equal to\({{\rm{Z}}_{{\rm{0}}{\rm{.01}}}}\), i.e., it is \({\rm{9}}{{\rm{9}}^{{\rm{th }}}}\)percentile of the distribution.

\({{\rm{z}}_{{\rm{0}}{\rm{.01}}}}\)means that area to the left of \({{\rm{z}}_{{\rm{0}}{\rm{.01}}}}\)under standard normal distribution curve is \({\rm{0}}{\rm{.99}}\)

we can also say that:

\(\phi \left( {{z_{0.01}}} \right) = 0.99\)

Where \(\phi (z)\)is the \({\rm{cdf}}\) of standard normal distributed \({\rm{rv Z}}\).

We check Appendix Table A. 3 to see if \(\phi (z)\)is equal to \({\rm{0}}{\rm{.99}}\)for any\({\rm{z}}\). From there

\({{\rm{z}}_{{\rm{0}}{\rm{.01}}}}{\rm{\gg 2}}{\rm{.33}}\)Now we know that the value corresponding to \({\rm{z}}\)-score of \({{\rm{Z}}_{{\rm{0}}{\rm{.01}}}}\) is\(\left( {{\rm{c - 1}}} \right)\), Hence

\(\begin{array}{l}\frac{{{\rm{(c - 1) - 12}}}}{{{\rm{3}}{\rm{.5}}}}{\rm{ = }}{{\rm{Z}}_{{\rm{0}}{\rm{.01}}}}\\\frac{{{\rm{c - 13}}}}{{{\rm{3}}{\rm{.5}}}}{\rm{ = 2}}{\rm{.33}}\\{\rm{c = 13 + (3}}{\rm{.5)(2}}{\rm{.33)}}\\{\rm{c = 21}}{\rm{.155}}\end{array}\)

Therefore, the value of c is \({\rm{21}}{\rm{.155}}\).

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Most popular questions from this chapter

The article "A Probabilistic Model of Fracture in Concrete and Size Effects on Fracture Toughness" (Magazine of Concrete Res., \({\rm{1996: 311 - 320}}\)) gives arguments for why fracture toughness in concrete specimens should have a Weibull distribution and presents several histograms of data that appear well fit by superimposed Weibull curves. Consider the following sample of size \({\rm{n = 18}}\) observations on toughness for high strength concrete (consistent with one of the histograms); values of \({{\rm{p}}_{\rm{i}}}{\rm{ = (i - }}{\rm{.5)/18}}\) are also given.

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Construct a Weibull probability plot and comment.

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