Master Shear Force Diagrams with this Helpful Homework Example

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SUMMARY

This discussion focuses on mastering Shear Force Diagrams (SFD) specifically involving Uniformly Distributed Loads (UDL). The user initially struggles with the correct starting point for the diagram, which should begin at 26.7 kN and account for changes in shear force due to the UDL. The correct approach involves drawing the diagram to scale, ensuring the shear force returns to zero at the free end of the beam. The user is directed to a resource for verification of their calculations.

PREREQUISITES
  • Understanding of Shear Force Diagrams (SFD)
  • Knowledge of Uniformly Distributed Loads (UDL)
  • Familiarity with basic beam theory
  • Ability to use graphing tools for scale drawing
NEXT STEPS
  • Study the principles of Shear Force and Bending Moment relationships
  • Learn how to accurately draw Shear Force Diagrams with UDL
  • Explore online resources for beam analysis, such as the provided link
  • Practice drawing SFDs on graph paper for better visualization
USEFUL FOR

Engineering students, civil engineers, and anyone involved in structural analysis who seeks to improve their understanding of Shear Force Diagrams and the impact of Uniformly Distributed Loads.

ryanmcarthy
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Homework Statement


Hi,
I know how to draw simple Shear Force Diagrams, but I am struggling with the example in the below picture, as it has a UDL.


Homework Equations



ShearForce2.jpg



The Attempt at a Solution



Normally for the solution, I should start the diagram at 26.7, then across and down to 16.7, then across and up to 70, then across and down to 50.

But as it has a UDL I know this changes things! How do I start the diagram, and I will have a go at doing it. Do I start at 26.7, or do I need to do something before this?


Thanks a lot
 
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I've come up with this, but don't know if I started correctly?

Diagram1.jpg
 
The left half is correct. In the 5m stretch between the 10 kN load and the Reaction R2, what would you expect the change of shear force to be? The figure of -28.7 seems wrong to me. As the final result on the right is not 20 kN, you know you have gone wrong. I recommend you draw this to scale on squared paper. In that case, you should see the gradient of the graph is the same throughout.
 
Thanks a lot for the relpy! I can't draw it on square paper, as I am at home and don't have a scanner (only at work).

Is this attempt better? I'm not sure if I need to go down to zero at the end though?

ShearForce3.jpg


Thanks
 
That is now correct, you can check your answer here,

http://learntoengineer.com/beam?f=2,u1|8,u2|3,-10|10,-20&d=0,10!-5&m=

The SFD does have to go back down to 0 at the end. The shear force and bending moment of any beam is 0 at a free end.
 
Last edited by a moderator:
Hi,

Thanks a lot for the help!
 

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