Shear and bending moment diagram problem

AI Thread Summary
The discussion revolves around a problem involving shear and bending moment diagrams, specifically questioning the validity of a point load at Support B and its implications for calculating reaction forces Va and Vb. The original poster is unsure if Vb can be set to -15 kN. Responses clarify that a point load can exist at Support B, but it does not equal 15 kN; instead, it contributes to the overall reaction forces. To confirm the calculations, it's recommended to take moments about a point not used in the initial analysis. The key takeaway is that understanding the role of point loads at supports is crucial for accurately determining reaction forces in structural analysis.
futureengineer
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Homework Statement


I have attached a diagram


Homework Equations


14 + Va -32 + Vb -15=0??
or Vb=-15?

The Attempt at a Solution


The reason why I cannot attempt this problem is that I'm not sure whether it is valid that there can be a point load at Support B or whether they are implying that Vb=-15kN.

After I get Va and Vb I know what to do :)

This is the only issue I need to clarify.

Cheers
 
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-Diagram

OOPS I forgot to attach diagram. Cheers
 

Attachments

  • shearandbending.JPG
    shearandbending.JPG
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futureengineer said:
OOPS I forgot to attach diagram. Cheers

You can have a point support load at B, but it's not equal to 15.

Chet
 
Yes you can have a point load over the reaction point. It just adds its value to that obtained from the other loads. In every case of calculating reactions, you should check it, for example by taking moments about a point not used in the original analysis. In that case you do not need help in answering the question.
 

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