Is my Shear and Moment Diagram for a Beam Correct?

Click For Summary
The discussion centers on verifying the shear force diagram (SFD) and bending moment diagram (BMD) for a beam with a 15kN reaction force on one end. Participants request clarification on the loading conditions, beam length, and support conditions to accurately assess the diagrams. The original poster seeks confirmation of their calculations and diagrams. Detailed feedback on the diagrams is contingent on understanding the specific problem setup. Accurate shear and moment diagrams are crucial for structural analysis.
TyErd
Messages
297
Reaction score
0

Homework Statement


I've attached my sfd and bmd for a beam, i just need someone to tell me if its right.
the 15kN on the left side is a reaction force.

Homework Equations





The Attempt at a Solution


i've attached my working
 

Attachments

  • scan0001.jpg
    scan0001.jpg
    6.3 KB · Views: 461
  • scan0002.jpg
    scan0002.jpg
    14.2 KB · Views: 479
Last edited:
Physics news on Phys.org
Please state the exact problem with the loading condition, beam length, and end support conditions.
 

Similar threads

  • · Replies 12 ·
Replies
12
Views
1K
  • · Replies 2 ·
Replies
2
Views
2K
  • · Replies 10 ·
Replies
10
Views
3K
  • · Replies 16 ·
Replies
16
Views
4K
  • · Replies 2 ·
Replies
2
Views
2K
  • · Replies 3 ·
Replies
3
Views
2K
  • · Replies 2 ·
Replies
2
Views
2K
  • · Replies 6 ·
Replies
6
Views
4K
  • · Replies 2 ·
Replies
2
Views
2K
  • · Replies 1 ·
Replies
1
Views
2K