uormally distributed random variable an of 50 mmn and a standdard deviation e 2. The bending moment (AMj is also a m tributed random variable with a meam n and a standard deviation of 150 N-m. Determine the mean andl standard d the correspoding bending stress varia mment on the analvsis.
uormally distributed random variable an of 50 mmn and a standdard deviation e 2. The bending moment (AMj is also a m tributed random variable with a meam n and a standard deviation of 150 N-m. Determine the mean andl standard d the correspoding bending stress varia mment on the analvsis.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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![A beam of circular
CTOSS-
section is subjected to pure bending moment M
and the bending stresses are given by the following
equation:
32AM
where d is the diameter of the beam. It has been
observed that the diameter (d) of the beam is
a normally distriluted random variable with a
mean of 50 mm and a standard deviation of 0.125
mm. The bendding moment (M) is also a normally
distributed random variable with a mnean of 1750
N-m and a standard deviation of 150 N-m.
Determine the mean and standard dleviation
of the corresponding bending stress variable (o).
Comment on the analvsis.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fecc3a9ed-9870-4ffa-89e3-9755ae6b6d9a%2F7974e936-324c-4414-abda-1e9b15f01bf3%2F88gmy9r_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A beam of circular
CTOSS-
section is subjected to pure bending moment M
and the bending stresses are given by the following
equation:
32AM
where d is the diameter of the beam. It has been
observed that the diameter (d) of the beam is
a normally distriluted random variable with a
mean of 50 mm and a standard deviation of 0.125
mm. The bendding moment (M) is also a normally
distributed random variable with a mnean of 1750
N-m and a standard deviation of 150 N-m.
Determine the mean and standard dleviation
of the corresponding bending stress variable (o).
Comment on the analvsis.
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