Is my Shear and Moment Diagram for a Beam Correct?

AI Thread 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
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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

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Last edited:
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Please state the exact problem with the loading condition, beam length, and end support conditions.
 

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