Date: 9/09/2015 20:34:07
From: AwesomeO
ID: 773339
Subject: Steel girder

If you had a steel girder and whilst it was hot you secured it between two strong pins, as it cooled what sort of force would it place on those pins?

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Date: 9/09/2015 20:36:26
From: dv
ID: 773341
Subject: re: Steel girder

AwesomeO said:


If you had a steel girder and whilst it was hot you secured it between two strong pins, as it cooled what sort of force would it place on those pins?

Metallic bond forces

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Date: 9/09/2015 20:37:46
From: AwesomeO
ID: 773342
Subject: re: Steel girder

dv said:


AwesomeO said:

If you had a steel girder and whilst it was hot you secured it between two strong pins, as it cooled what sort of force would it place on those pins?

Metallic bond forces

Ok, if you measured that force what would the scale read?

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Date: 9/09/2015 20:50:41
From: dv
ID: 773343
Subject: re: Steel girder

Taking the Young’s modulus to be 200 GPa, and the coefficient of thermal expansion to be 12×10^-6 per K…

I get 2.4 MPa per K. Multiply that by the temperature change and the cross sectional area to get the force. Eg if the cross area is .01 m^2 and the temperature shift is 5K, then the force is 120 kN.

This won’t be quite right, should really allow for the distortion in shape, but it will be about that kind of number.

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Date: 10/09/2015 00:17:57
From: Rule 303
ID: 773367
Subject: re: Steel girder

A metric shitload.

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Date: 10/09/2015 06:38:10
From: Thomo
ID: 773376
Subject: re: Steel girder

dv said:


Taking the Young’s modulus to be 200 GPa, and the coefficient of thermal expansion to be 12×10^-6 per K…

I get 2.4 MPa per K. Multiply that by the temperature change and the cross sectional area to get the force. Eg if the cross area is .01 m^2 and the temperature shift is 5K, then the force is 120 kN.

This won’t be quite right, should really allow for the distortion in shape, but it will be about that kind of number.

Doesn’t Carbon Steel melt at 1.5k C ?
When you say a “temperature shift is 5K,” do you mean 5k degrees ?
If not what is it DV?

Brett

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Date: 10/09/2015 06:41:14
From: stumpy_seahorse
ID: 773377
Subject: re: Steel girder

Thomo said:


dv said:

Taking the Young’s modulus to be 200 GPa, and the coefficient of thermal expansion to be 12×10^-6 per K…

I get 2.4 MPa per K. Multiply that by the temperature change and the cross sectional area to get the force. Eg if the cross area is .01 m^2 and the temperature shift is 5K, then the force is 120 kN.

This won’t be quite right, should really allow for the distortion in shape, but it will be about that kind of number.

Doesn’t Carbon Steel melt at 1.5k C ?
When you say a “temperature shift is 5K,” do you mean 5k degrees ?
If not what is it DV?

Brett

5k degrees? or 5 degrees K?

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Date: 10/09/2015 08:02:29
From: btm
ID: 773384
Subject: re: Steel girder

Thomo said:


dv said:

Taking the Young’s modulus to be 200 GPa, and the coefficient of thermal expansion to be 12×10^-6 per K…

I get 2.4 MPa per K. Multiply that by the temperature change and the cross sectional area to get the force. Eg if the cross area is .01 m^2 and the temperature shift is 5K, then the force is 120 kN.

This won’t be quite right, should really allow for the distortion in shape, but it will be about that kind of number.

Doesn’t Carbon Steel melt at 1.5k C ?
When you say a “temperature shift is 5K,” do you mean 5k degrees ?
If not what is it DV?

Brett

No, K is the SI symbol for kelvin, the unit of absolute temperature. A change of 1K is the same as a change of 1°C, and 0°C is 273.15K.

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Date: 10/09/2015 08:12:09
From: pommiejohn
ID: 773386
Subject: re: Steel girder

stumpy_seahorse said:


Thomo said:

dv said:

Taking the Young’s modulus to be 200 GPa, and the coefficient of thermal expansion to be 12×10^-6 per K…

I get 2.4 MPa per K. Multiply that by the temperature change and the cross sectional area to get the force. Eg if the cross area is .01 m^2 and the temperature shift is 5K, then the force is 120 kN.

This won’t be quite right, should really allow for the distortion in shape, but it will be about that kind of number.

Doesn’t Carbon Steel melt at 1.5k C ?
When you say a “temperature shift is 5K,” do you mean 5k degrees ?
If not what is it DV?

Brett

5k degrees? or 5 degrees K?

My physics teacher would give us a rap across the knuckles if we refered to Kelvin as degrees. Celcius is measured in degrees, Kelvin is Kelvin, like there are no degrees Newton.

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Date: 10/09/2015 09:26:33
From: Thomo
ID: 773398
Subject: re: Steel girder

Thanks btm
wow that is a lot force for a small change in temp

Brett

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Date: 10/09/2015 09:32:29
From: dv
ID: 773404
Subject: re: Steel girder

pommiejohn said:


stumpy_seahorse said:

Thomo said:

Doesn’t Carbon Steel melt at 1.5k C ? When you say a “temperature shift is 5K,” do you mean 5k degrees ? If not what is it DV?

Brett

5k degrees? or 5 degrees K?

My physics teacher would give us a rap across the knuckles if we refered to Kelvin as degrees. Celcius is measured in degrees, Kelvin is Kelvin, like there are no degrees Newton.

YEP.

Capital K is for kelvin. The abbreviation for kilo is a lower case k.

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Date: 11/09/2015 00:20:59
From: stan101
ID: 773860
Subject: re: Steel girder

if both the joints were pins, wouldn’t most of that energy go into deformation due to gravity?

If one of the joints was a roller that would make the calculation more complex, surely?

How would you start to go about modelling that?

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Date: 11/09/2015 00:50:31
From: dv
ID: 773863
Subject: re: Steel girder

stan101 said:


if both the joints were pins, wouldn’t most of that energy go into deformation due to gravity?

If one of the joints was a roller that would make the calculation more complex, surely?

How would you start to go about modelling that?

Those considerations are not going to matter, within the terms of the questions as stated.

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Date: 11/09/2015 09:00:03
From: The Rev Dodgson
ID: 773887
Subject: re: Steel girder

dv said:


stan101 said:

if both the joints were pins, wouldn’t most of that energy go into deformation due to gravity?

If one of the joints was a roller that would make the calculation more complex, surely?

How would you start to go about modelling that?

Those considerations are not going to matter, within the terms of the questions as stated.

True, but as modified, if one of the pins was a roller the thermal strains would not result in any stress change in the girder (ignoring the increase in bending moment due to the increase in span length).

As stated the dv result is the upper bound force in the girder. The actual force would depend on the stiffness of the pins, and the stiffness of whatever the pins were connected to, and the temperature increase in the restraining mass.

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Date: 11/09/2015 09:03:51
From: roughbarked
ID: 773890
Subject: re: Steel girder

Would all be entirely different if the girder was bimetal.

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Date: 11/09/2015 09:09:02
From: The Rev Dodgson
ID: 773895
Subject: re: Steel girder

roughbarked said:


Would all be entirely different if the girder was bimetal.

If it was restrained at the centroid of the cross section, and if everything remained linear elastic, then there would be some additional bending stresses, but the average axial stress (and hence the force on the pins) would be exactly the same*.

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Date: 11/09/2015 18:10:49
From: bob(from black rock)
ID: 774122
Subject: re: Steel girder

The Rev Dodgson said:


roughbarked said:

Would all be entirely different if the girder was bimetal.

If it was restrained at the centroid of the cross section, and if everything remained linear elastic, then there would be some additional bending stresses, but the average axial stress (and hence the force on the pins) would be exactly the same*.

  • Assuming pins of near infinite stiffness of course.

Does Youngs modulus vary much with temperature?

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