Beam Deflection Homework: Finding Centroid Distance from Point B

In summary: sorry, it's my fault, then for the smaller triangle part , it should be -0.5(2)(1000)( (4/3) +2 ) , is it true?(-0.5)(2)(1000)( (4/3) +2 )
  • #1
chetzread
801
1

Homework Statement


http://www.mathalino.com/reviewer/m...ution-to-problem-625-moment-diagrams-by-parts)
from the link , why the distance of centroid from B is (4/3) and (9/4) as shown?
cUF2Kzn.png


Homework Equations

The Attempt at a Solution


it should be (4- (2/3) ) and (4-0.75) , am i right ?
 
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  • #2
chetzread said:

Homework Statement


http://www.mathalino.com/reviewer/m...ution-to-problem-625-moment-diagrams-by-parts)
from the link , why the distance of centroid from B is (4/3) and (9/4) as shown?
cUF2Kzn.png


Homework Equations

The Attempt at a Solution


it should be (4- (2/3) ) and (4-0.75) , am i right ?
For the right triangle, the centroid is located 1/3 the base from the right angle or 2/3 the base from the acute angle.

For the second degree curve, the centroid is also shown correctly.

You can look these things up to check yourself:

https://en.wikipedia.org/wiki/List_of_centroids

http://www.engineering.com/Library/...articleId/109/Centroids-of-Common-Shapes.aspx
 
  • #3
SteamKing said:
For the right triangle, the centroid is located 1/3 the base from the right angle or 2/3 the base from the acute angle.

For the second degree curve, the centroid is also shown correctly.

You can look these things up to check yourself:

https://en.wikipedia.org/wiki/List_of_centroids

http://www.engineering.com/Library/...articleId/109/Centroids-of-Common-Shapes.aspx
but , the problem is (area AB) x B , so the location should be measured from B , am i right ?
 
  • #4
chetzread said:
but , the problem is (area AB) x B , so the location should be measured from B , am i right ?
Beats me. The locations of the centroids shown are correct.
 
  • #5
SteamKing said:
Beats me. The locations of the centroids shown are correct.
then , what is the purpose of having (areaAB) XA and (areaAB) X B ?
 
  • #6
SteamKing said:
Beats me. The locations of the centroids shown are correct.
then , what is the purpose of having (areaAB) XA and (areaAB) X B ?
 
  • #7
chetzread said:
then , what is the purpose of having (areaAB) XA and (areaAB) X B ?
It appears that the problem is trying to show how to calculate beam deflection by the area-moment method.

http://www.engr.mun.ca/~katna/5931/Deflections_Area-moment2p.pdf
 
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  • #8
SteamKing said:
It appears that the problem is trying to show how to calculate beam deflection by the area-moment method.

http://www.engr.mun.ca/~katna/5931/Deflections_Area-moment2p.pdf
yes i don't understand, why the author using 2 different approaches?
 
  • #9
chetzread said:
yes i don't understand, why the author using 2 different approaches?
Because beam deflections can be calculated using different methods, and he is trying to show the area-moment method in particular.
 
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  • #10
SteamKing said:
Because beam deflections can be calculated using different methods, and he is trying to show the area-moment method in particular.
i don't understand what is the purpose of having (areaAB) XA and (areaAB) X B ...
does he mean measure centroid from A and B??
 
  • #11
SteamKing said:
Because beam deflections can be calculated using different methods, and he is trying to show the area-moment method in particular.
does he mean measure centroid from A and B??
why he need to do do?
 
  • #12
why is it so?
 
  • #13
SteamKing said:
Beats me. The locations of the centroids shown are correct.
how do you know? can you explain further?
 
  • #14
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  • #15
SteamKing said:
You can look these things up on the internet. That's what it's for. There's probably a list of them also in your textbook.

https://en.wikipedia.org/wiki/List_of_centroids

http://www.engineering.com/Library/...articleId/109/Centroids-of-Common-Shapes.aspx

This is the second time I've given you websites to find this information. Why are you so eager to waste people's time and not even read the replies to your posts?
ok, for Parabolic spandrel , the centroid is 3a/4 , so it's 3(3)/4, but, it'should be measured from B, am i right?
So is it 1 +9/4 = 13/4 ?
 
  • #16
chetzread said:
ok, for Parabolic spandrel , the centroid is 3a/4 , so it's 3(3)/4, but, it'should be measured from B, am i right?
So is it 1 +9/4 = 13/4 ?
If you want to measure it from B, sure.

But the location as shown in the OP is also correct, since the spandrel starts 1 m away from B.
 
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  • #17
SteamKing said:
If you want to measure it from B, sure.

But the location as shown in the OP is also correct, since the spandrel starts 1 m away from B.
so,
SteamKing said:
If you want to measure it from B, sure.

But the location as shown in the OP is also correct, since the spandrel starts 1 m away from B.
sorry, it's my fault, then for the smaller triangle part , it should be -0.5(2)(1000)( (4/3) +2 ) , is it true?
Why the author left out +2 ?
(area AB) x B means area x distance of centroid measured from B,am i right?
 
  • #18
chetzread said:
so,

sorry, it's my fault, then for the smaller triangle part , it should be -0.5(2)(1000)( (4/3) +2 ) , is it true?
Why the author left out +2 ?
(area AB) x B means area x distance of centroid measured from B,am i right?
For the smaller triangle, the centroid location measured from A is correct, but the location measured from B is off by 2 m. The 4/3 m should actually be measured from the tip of this triangle.
 
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  • #19
SteamKing said:
For the smaller triangle, the centroid location measured from A is correct, but the location measured from B is off by 2 m. The 4/3 m should actually be measured from the tip of this triangle.
so, 4/3 is incorrect?
the author used (area AB) x B, which means the centroid should be measured from B, right?
 
  • #20
I m not sure what does (area AB x B ) means, can someone clarify?
 

Related to Beam Deflection Homework: Finding Centroid Distance from Point B

1. What is beam deflection and why is it important?

Beam deflection refers to the amount of bending or displacement that occurs in a beam when a load is applied to it. It is important because it helps determine the structural integrity and stability of a beam, which is crucial in designing safe and efficient structures.

2. What is the centroid of a beam and how is it related to beam deflection?

The centroid of a beam is the point at which the entire weight of the beam can be considered to act. It is important in calculating the bending moment and deflection of a beam, as it helps determine the distribution of forces and the location of the neutral axis.

3. What information is needed to find the centroid distance from point B?

In order to find the centroid distance from point B, you will need to know the dimensions of the beam, the location of point B, and the loading conditions (i.e. the magnitude and location of the applied load).

4. What is the formula for calculating the centroid distance from point B?

The formula for calculating the centroid distance from point B is:
c = (M/B) + d
Where c is the centroid distance, M is the moment about point B, B is the total applied load, and d is the distance from point B to the centroid of the beam.

5. How can I check to make sure my calculations for centroid distance from point B are correct?

You can check your calculations by using the principle of superposition, which states that the total deflection at a point is equal to the sum of the deflections caused by each individual load. You can also compare your results to known values or use a beam deflection calculator to confirm your answer.

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