Required: 1) Using uniaxial bar theory, derive an expression for each of the following: ) P= P(x, p?) -) o = 0,(x, p, A,L,E) ) E, = €„ (x, p?, 4,L, E) ) u = u(x, p,A,L,E) ) Plot the results of a)-d) on four different graphs: P=P(x), Ox=0x(x), Ex=Ex(x), and u=u(x) (for given value of the input loads, geometry, and material properties) ) Determine the reactions at each end, P(x=0) and P(x=L) ) Determine the maximum axial deflection umax and determine its coordinate location
Required: 1) Using uniaxial bar theory, derive an expression for each of the following: ) P= P(x, p?) -) o = 0,(x, p, A,L,E) ) E, = €„ (x, p?, 4,L, E) ) u = u(x, p,A,L,E) ) Plot the results of a)-d) on four different graphs: P=P(x), Ox=0x(x), Ex=Ex(x), and u=u(x) (for given value of the input loads, geometry, and material properties) ) Determine the reactions at each end, P(x=0) and P(x=L) ) Determine the maximum axial deflection umax and determine its coordinate location
Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
5th Edition
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Saeed Moaveni
Chapter12: Electric Current And Related Variables In Engineering
Section12.1: Electric Current, Voltage,and Electric Power
Problem 6BYG
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Question
![Given: The uniaxial bar shown below is homogeneous, prismatic and has a distributed axial load
of p,(x)= px, where p=constant (note: P, is not a constant!) applied along its length as
shown.
E=constant
Left end is fixed (u(x=0)%3D0)
→ → - → →
A=constant
Required: 1) Using uniaxial bar theory, derive an expression for each of the following:
a) P= P(x, p;)
b) o, 3D о, (х, р,, А, L, E)
c) E = E (x, p, 4,L, E)
d) и %3D и(х, р%, 4, L, E)
2) Plot the results of a)-d) on four different graphs: P=P(x), Om=0xx(x), Ex=Ex(x), and u=u(x) (for
a given value of the input loads, geometry, and material properties)
3) Determine the reactions at each end, P(x=0) and P(x=L)
4) Determine the maximum axial deflection umax and determine its coordinate location](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb6946b5d-8825-45fd-9efd-f7f23d191ac4%2Fbeb7bab1-d7d9-48f0-aac8-c4e7666b7370%2Fb2h029_processed.png&w=3840&q=75)
Transcribed Image Text:Given: The uniaxial bar shown below is homogeneous, prismatic and has a distributed axial load
of p,(x)= px, where p=constant (note: P, is not a constant!) applied along its length as
shown.
E=constant
Left end is fixed (u(x=0)%3D0)
→ → - → →
A=constant
Required: 1) Using uniaxial bar theory, derive an expression for each of the following:
a) P= P(x, p;)
b) o, 3D о, (х, р,, А, L, E)
c) E = E (x, p, 4,L, E)
d) и %3D и(х, р%, 4, L, E)
2) Plot the results of a)-d) on four different graphs: P=P(x), Om=0xx(x), Ex=Ex(x), and u=u(x) (for
a given value of the input loads, geometry, and material properties)
3) Determine the reactions at each end, P(x=0) and P(x=L)
4) Determine the maximum axial deflection umax and determine its coordinate location
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