Determining Maximum bending moment via shear force diagram

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SUMMARY

The discussion focuses on determining the maximum bending moment using a shear force diagram for a beam subjected to various loads. The user outlines the shear force equations for different segments of the beam, specifically V=40-10x for 0 PREREQUISITES

  • Understanding of shear force and bending moment diagrams
  • Knowledge of static equilibrium and external reactions
  • Familiarity with beam loading conditions and segment analysis
  • Ability to interpret and analyze piecewise functions
NEXT STEPS
  • Study the principles of shear force and bending moment relationships in beams
  • Learn how to calculate external reactions for statically determinate beams
  • Explore the impact of external moments on shear force diagrams
  • Practice drawing shear and moment diagrams for various loading scenarios
USEFUL FOR

Students in structural engineering, civil engineering, or mechanical engineering who are learning about beam analysis and the application of shear force and bending moment diagrams.

Tom McCurdy
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Homework Statement



http://imagebin.ca/img/uzuDsi.jpg

and by maximum it means in magnitude

Homework Equations



I figured the best (easiest/quickest) method would be to draw the shear force diagram.

When I originally did this problem I came up with equations for M and V by dividing the bar into sections from the right until the last section in which I took the section from the right to include the external moment for the M equation. I am not sure how to figure out V for the last section though.


V=
0<x<2 V=40-10x V facing down and M going counterclockwise
2<x<5 V= -5 V facing down and M going counterclockwise
5<x<7 V= -15 V facing down and M going counterclockwise
7<x<10 V=-10 facing up and M going counterclockwise
The part I am not sure about is how the external moment of 35 comes into play in the last section.

I feel like it would be incorrect to say V = 10 for the last section?


What would the final shear force plot look like?
How do I finish this problem?
 
Last edited by a moderator:
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Your picture is not showing up. Be sure to determine external reactions first. When you plot a shear diagram, the diagram is unaffected by externally applied moments.
 
PhanthomJay said:
Your picture is not showing up.

I found it … http://imagebin.ca/img/uzuDsi.jpg"
 
Last edited by a moderator:

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