Beam Deflection Homework: Finding Centroid Distance from Point B

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SUMMARY

The forum discussion centers on calculating the centroid distances from point B for a beam deflection problem involving a right triangle and a parabolic spandrel. Participants confirm that the centroid for the right triangle is located at 1/3 the base from the right angle and 2/3 from the acute angle. The discussion emphasizes the importance of measuring distances correctly from point B, particularly in the context of the area-moment method for beam deflection calculations. The correct centroid distances are (4/3) and (9/4) as derived from the problem statement.

PREREQUISITES
  • Understanding of beam deflection principles
  • Familiarity with centroid calculations for geometric shapes
  • Knowledge of the area-moment method in structural analysis
  • Basic proficiency in mechanics of materials
NEXT STEPS
  • Study the area-moment method for beam deflection calculations
  • Learn about centroid calculations for various geometric shapes
  • Review the properties of right triangles and parabolic shapes in structural engineering
  • Explore resources on calculating centroids from different reference points
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Students and professionals in civil and structural engineering, particularly those involved in beam design and analysis, will benefit from this discussion.

chetzread
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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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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
 
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.
 
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 ?
 
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 ?
 
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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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?
 
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?
 

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