Shear Force and bending moment diagram

Click For Summary
SUMMARY

The discussion focuses on the creation of Shear Force Diagrams (SFD) and Bending Moment Diagrams (BMD) for a cantilever bridge system, specifically addressing the vertical member "A" and its relationship with the horizontal member "BC". The participant emphasizes the importance of using static equilibrium to determine internal forces and moments, which are essential for accurately plotting the diagrams. It is established that the moment and shear in the vertical member remain constant, simplifying the analysis process.

PREREQUISITES
  • Understanding of static equilibrium principles in engineering mechanics
  • Familiarity with Shear Force Diagrams (SFD) and Bending Moment Diagrams (BMD)
  • Knowledge of cantilever beam analysis
  • Ability to interpret loading conditions on structural members
NEXT STEPS
  • Study the process of drawing Shear Force Diagrams (SFD) for vertical members
  • Learn about Bending Moment Diagrams (BMD) for cantilever beams
  • Explore the application of static equilibrium in structural analysis
  • Investigate the effects of axial forces on cantilever structures
USEFUL FOR

Civil engineers, structural analysts, and students involved in bridge design or structural mechanics will benefit from this discussion, particularly those focusing on cantilever systems and internal force analysis.

VooDoo
Messages
58
Reaction score
0
Hi guys,

For a Engineering Project, we will be suspending a bridge using a cantilever system. We have to draw the shear force diagram (SFD) and bending moment diagram (BMD) for the horizontal and vertical members. The arrows on the diagram represent the loading from the bridge itself.

I have no idea what the SFD or BMD should look like for the vertical member "A". I already know how to do the SFD BMD for the horizontal member, just do not know how to plot vertical member on the same set of axis as the horizontal member BC.
 

Attachments

  • Untitled-1.jpg
    Untitled-1.jpg
    5.1 KB · Views: 758
Engineering news on Phys.org
Well basically when you break apart de horizontal and vertical member you have an internal moment and an internal force with an unknown direction, you can solve this with statics, and the proceed to make the diagrams.

Although you don't need to do this, you can make them simply by using the forces at A, like a cantilever beam. You will have an axial diagram too.
 
Last edited:
It should also be noted that the moment and shear in the vertical portion of the member are constant.
 

Similar threads

  • · Replies 10 ·
Replies
10
Views
3K
  • · Replies 16 ·
Replies
16
Views
4K
Replies
2
Views
3K
  • · Replies 2 ·
Replies
2
Views
2K
  • · Replies 2 ·
Replies
2
Views
2K
Replies
4
Views
3K
  • · Replies 1 ·
Replies
1
Views
1K
  • · Replies 2 ·
Replies
2
Views
3K
  • · Replies 12 ·
Replies
12
Views
2K
Replies
3
Views
4K