Is my Shear and Moment Diagram for a Beam Correct?

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SUMMARY

The discussion centers on the correctness of shear force diagrams (SFD) and bending moment diagrams (BMD) for a beam subjected to a 15kN reaction force on the left side. The user seeks validation of their calculations and diagrams, which are critical for structural analysis. The conversation emphasizes the importance of specifying loading conditions, beam length, and end support conditions to accurately assess the diagrams.

PREREQUISITES
  • Understanding of shear force and bending moment diagrams
  • Knowledge of static equilibrium and reaction forces
  • Familiarity with beam support conditions (simply supported, fixed, etc.)
  • Basic principles of structural analysis
NEXT STEPS
  • Review the principles of shear and moment calculations for beams
  • Learn how to accurately draw shear force and bending moment diagrams
  • Study the effects of different loading conditions on beam diagrams
  • Explore software tools for structural analysis, such as SAP2000 or AutoCAD
USEFUL FOR

Engineering students, structural engineers, and anyone involved in analyzing beam structures and their load responses.

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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  • scan0002.jpg
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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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