Beam Deflection Homework: Finding Centroid Distance from Point B

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Discussion Overview

The discussion revolves around the calculation of centroid distances in a beam deflection problem, specifically focusing on the distances from point B. Participants explore the methods for determining these distances and the implications for beam deflection calculations.

Discussion Character

  • Homework-related
  • Debate/contested
  • Mathematical reasoning

Main Points Raised

  • Some participants question why the centroid distances from point B are given as (4/3) and (9/4), suggesting alternative calculations.
  • Others assert that the centroid locations shown in the problem are correct, referencing standard centroid locations for geometric shapes.
  • There is a discussion about the significance of measuring distances from point A versus point B, with some participants expressing confusion over the author's approach.
  • One participant mentions that the problem is intended to illustrate the area-moment method for calculating beam deflection.
  • Some participants express uncertainty about the purpose of using both (areaAB) x A and (areaAB) x B in the calculations.
  • There is a claim that the centroid location for a smaller triangle is correct when measured from A, but incorrect when measured from B, indicating a discrepancy in understanding.
  • Participants reference external resources for centroid calculations, indicating a reliance on external validation for their claims.

Areas of Agreement / Disagreement

Participants do not reach a consensus on the correct distances from point B or the implications of the centroid measurements. Multiple competing views remain regarding the correctness of the centroid locations and the methods used in the problem.

Contextual Notes

Some participants note that the centroid measurements depend on the specific geometric configurations and that there may be missing assumptions or definitions that affect the calculations.

Who May Find This Useful

This discussion may be useful for students studying beam deflection, centroids, and the area-moment method, as well as those interested in understanding the nuances of centroid calculations in engineering contexts.

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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