Compare the probabilities, Civil Engineering

Assignment Help:

Compare the probabilities:

Use the central limit theorem to compute P (¦ X - μ ¦ ≥ k), k = 1, 2,3,4,5 where X and μ are as defined in Example. Compare the probabilities with the probabilities computed in Example.

Solution:

We have np = 2, npq = 1, n = 4 and so

P(¦X - μ¦≥ k)=P (¦x-2¦√1 ≥ k/√1) = P(¦x-2¦≥ k)

+1-P(¦x-2¦< k) ∼ 1-[ Φ (k) - Φ (-k)]

=2(1- Φ(k))

Thus we tabulate the probabilities as below

 

496_Compare the probabilities.png

As expected, since the sample size 4 is not large sufficient, the difference between the exact and the approximate probabilities in Example are considerable. Thus the approximation will be better for larger values of n.

Approximations of equations are good for large n but better approximations are acquired by making some corrections, called the continuity corrections, for representing a discrete distribution through a continuous distribution. For the discrete binomial distribution P (x < X < x + 1) is equal to zero if x is an integer hut while this probability is approximated by the normal probability it is never equal to zero. This necessitates the continuity correction. A reasonable approach to get a better approximations to write P (X = x) as equal to

P (x-1/2

P ( xl ≤ X ≤ x2 ) as P( x1-1/2 < X ≤x2 + 1/2 ). This suggests that a better

approximation to binomial cdf is obtained by using

F(x) ∼ Φ  {(x+1/2 -np)/√(npq))} and

P(x1≤ X≤ x2) ∼ Φ  ((x2+1/2-np)/√(npq)) - Φ ((x1-1/2 -np)/√(npq))

alternatively of previous equations respectively. In fact, a theoretical justification of why this equation gives a better approximation than previous one can also be given. Thus, we do not go into the theoretical details.


Related Discussions:- Compare the probabilities

Designing considerations for dowel bars, Question What are designing c...

Question What are designing considerations for dowel bars in joints of concrete carriageway? Answer Behaviour of dowel bars resembles that of piles in soils subject

Define the alternate depths - hydrologic system, Define the Alternate Depth...

Define the Alternate Depths In open channels, two alternate depths of flow have the same energy for the same flow rate. As shown in the figure, the hyperbolic plot of energy (x

How can a temporary diversion to laid, Q. How can a temporary diversion to ...

Q. How can a temporary diversion to laid a cross flowing river in case of disruption to rail traffic over a major bridge lasting over 6 months. Ans.- Temporary diversion

Explain in detail about textural classification, Explain in detail about  ...

Explain in detail about  Textural classification. Sketch neatly the Casagrande's plasticity chart indicating several aspects. How would you use it in classifying the fine graine

Hoyers long line system pre-tensioning, Hoyers long line system pre-tension...

Hoyers long line system pre-tensioning When concrete attains the required strength,  jacks  are released and tendon wires in-between various units are cut.

Foundation, write the types of foundation for black cotton soil and exxplin...

write the types of foundation for black cotton soil and exxplin with drowing?

Explain the rippl diagram or mass diagram, Explain the Rippl Diagram or Mas...

Explain the Rippl Diagram or Mass Diagram For a potable water reservoir, it is the simultaneous plots of the cumulative inflow and cumulative water consumption/demand, termed "

Show the earth pressure on abutment, Q. Show the Earth pressure on abutment...

Q. Show the Earth pressure on abutment? The magnitude of earth pressure coefficient in calculating the earth pressure on bridge abutment reliesconsiderably on the degree of res

Write Your Message!

Captcha
Free Assignment Quote

Assured A++ Grade

Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd