A question on thermal stress and axial force in a structure

AI Thread Summary
The discussion focuses on calculating the axial forces in structural members experiencing a temperature rise of 40 degrees Celsius. Participants clarify the connections between members, confirming they are pinned and fixed at a distance apart, while gravity is ignored. The strain equation is discussed, with emphasis on the correct formulation involving Young's modulus and thermal expansion. A specific equation for tensile stress is provided, highlighting the relationship between stress, strain, and temperature change. The conversation concludes with a participant acknowledging the importance of including Young's modulus in their calculations.
manutd@13
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hi guys
i've really been struggling with this question but I still can't get any glimpse of idea on how to solve the problem,
so the conditions are given in the table and what the question is asking for is the axial force acting in each members of the structure.
ah, almost forgot to tell you that there is temperature rise of 40 degrees Celsius in all members.
help!
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You will need to supply a translation of the question into English.
 
translation of the question:
Area, Length and etc(e.g. young's modulus) information about each of the members are as given below, if there is rise of 40 degrees celcius in every member of the structure what would be the axial force in each of the members?
 
manutd@13 said:
translation of the question:
Area, Length and etc(e.g. young's modulus) information about each of the members are as given below, if there is rise of 40 degrees celcius in every member of the structure what would be the axial force in each of the members?
How are the members connected to each other and to the supports? Is something holding the supports a fixed distance apart?
Is the "A2" on AC correct? Should it perhaps be A1?
There's no mention of mass or density, so I assume we ignore gravity.
 
What is the equation for the tensile stress in a member as a function of the tensile strain in the member if there is thermal expansion present, with a temperature rise of ΔT? Have you learned such an equation?

If point A is displaced v in the y direction and u in the x direction, what is the strain in each of the members AB and AC? Member BC is easy to do because the strain in this member is zero.
 
The connections are pinned connections, the strain equation is strain=a(▲t)L, and the A2 stated is correct
 
haruspex said:
How are the members connected to each other and to the supports? Is something holding the supports a fixed distance apart?
Is the "A2" on AC correct? Should it perhaps be A1?
There's no mention of mass or density, so I assume we ignore gravity.
The connections are pinned connections, the strain equation thermal increase/decrease is strain=a(▲t)L, and the A2 stated is correct, they are fixed distance apart, and the gravity is ignored yes
 
manutd@13 said:
The connections are pinned connections, the strain equation thermal increase/decrease is strain=a(▲t)L, and the A2 stated is correct, they are fixed distance apart, and the gravity is ignored yes
Your equation for the strain is not correct. Try again.

I'll give you a freebie, the answer to my first question in post #5 is:
$$σ=E(ε-αΔT)$$
where E is Young's modulus, σ is the tensile stress, and ε is the tensile strain.
 
Chestermiller said:
Your equation for the strain is not correct. Try again.

I'll give you a freebie, the answer to my first question in post #5 is:
$$σ=E(ε-αΔT)$$
where E is Young's modulus, σ is the tensile stress, and ε is the tensile strain.

Ah i left out the youngs modulus;; that helps alot, i'l try again,thanks
 
  • #10
manutd@13 said:
Ah i left out the youngs modulus;; that helps alot, i'l try again
Also, the L should not be in your strain equation.

Chet
 
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