Find x-Bar Location for Distributed Loading | Torque Calculation

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The discussion focuses on calculating the location of the centroid for a distributed loading represented by triangular loads on a beam. Participants clarify that the centroid of a right triangle is located at 1/3 of the base from the right angle, while the centroid of a rectangle is at half its length. The total resultant force from the distributed loading is calculated as 6.75 kN, and the participants explore how to apply this to find the x-bar location. There is some confusion regarding the orientation of the triangles and the corresponding centroid locations, but it is established that the centroid's position depends on the triangle's orientation. Understanding these principles is crucial for solving the problem accurately.
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Homework Statement



Replace the distributed loading with an equivalent resultant
force, and specify its location on the beam measured from
point O.

W = 3 kn/m

Homework Equations



F*xbar = torque

The Attempt at a Solution



I got the resultant forces:

(1/2)*3*3 = 4.5 kn
(1/2)*1.5*3 = 2.25 kn

4.5 + 2.25 = 6.75 kn

I know my general equation is:

6.75*xbar = torque

I want to solve for xbar.

xbar should equal 2.5m
 

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What's the centroidal location of a right triangle? Your distributed load can be broken up into two triangular loads.
 
SteamKing said:
What's the centroidal location of a right triangle? Your distributed load can be broken up into two triangular loads.

I'm unsure, could you explain it to me?
 
If the centroid of a rectangle is located at half the length or half the depth, what is the centroid of a triangle?

If you're still stumped, you can always google 'centroid of right triangle'
 
SteamKing said:
If the centroid of a rectangle is located at half the length or half the depth, what is the centroid of a triangle?

If you're still stumped, you can always google 'centroid of right triangle'

If I multiply both distances by 1/3, I still do not get the proper answer.
 
I see, so when I approach the triangle from the one side I have 1/3 so the rest must be 2/3. But how do I know which is the 1/3 side and which is the 2/3 side?
 
shreddinglicks said:
I see, so when I approach the triangle from the one side I have 1/3 so the rest must be 2/3. But how do I know which is the 1/3 side and which is the 2/3 side?

If you have a right triangle with the pointy end at O, how far from O will the centroid be, 1/3 of the length of the base or 2/3 of the length of the base?
Remember, the location of the centroid coincides with the balance point of the triangle.
 
SteamKing said:
If you have a right triangle with the pointy end at O, how far from O will the centroid be, 1/3 of the length of the base or 2/3 of the length of the base?
Remember, the location of the centroid coincides with the balance point of the triangle.

It would have to be 2/3.

So, if I had a problem where I had to find, say a location at point, "A" that was directly under W. The distance would then be 1/3 for each triangle?
 
shreddinglicks said:
It would have to be 2/3.

So, if I had a problem where I had to find, say a location at point, "A" that was directly under W. The distance would then be 1/3 for each triangle?

I'm not sure what you are asking here. The choice of whether to use 1/3 or 2/3 of the length of the base as the centroid depends on the orientation of the triangle.
 
  • #10
SteamKing said:
I'm not sure what you are asking here. The choice of whether to use 1/3 or 2/3 of the length of the base as the centroid depends on the orientation of the triangle.

I meant a situation like the one pictured. I would use 1/3 for each triangle, and I would use 1/2 for the rectangle, correct?
 

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  • #11
shreddinglicks said:
I meant a situation like the one pictured. I would use 1/3 for each triangle, and I would use 1/2 for the rectangle, correct?

1/3 of the base for each triangle would be OK, as long as the reference was taken about a vertical line running thru the support at B.
 
  • #12
I see, thanks for your help!
 

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