Tension in three point loaded beam for Fracture calculation

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SUMMARY

The discussion focuses on calculating the maximum load a beam with dimensions 10x10x50mm can withstand under a three-point loading scenario, given a fracture toughness of 500 MPa. The primary method involves understanding the tension on the underside of the beam and calculating the stress due to bending moments. Participants emphasize the importance of creating shear and moment diagrams to accurately determine the stress distribution before solving for the maximum load.

PREREQUISITES
  • Understanding of three-point loading mechanics
  • Knowledge of shear and moment diagrams
  • Familiarity with fracture toughness concepts
  • Basic principles of stress and strain in materials
NEXT STEPS
  • Study the creation of shear and moment diagrams for beams
  • Learn about calculating bending stress in structural elements
  • Research fracture mechanics and its applications in material science
  • Explore advanced topics in material properties, focusing on tensile and compressive strengths
USEFUL FOR

Structural engineers, materials scientists, and students studying mechanics of materials will benefit from this discussion, particularly those interested in fracture analysis and load-bearing calculations for beams.

Supernovah
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A beam with dimensions 10x10x50mm is loaded in it's middle with a load F and it's supported by two wedges at either end

Given it's fracture toughness say 500MPa, what is the largest load that it can hold?

I am assuming that the underside of the beam will go into Tension and to calculate the largest F will be related to this but to choose a "underside" dimension accurately means to the level of the unit cell dimension and we don't know the material of the beam.

So to do this question, is it is simple as Force/Area = Fracture Stress, Solving for Force?
 
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No, it's not quite that simple. Do you know how to make a shear and moment diagram for the beam, and then to calculate the stress due to bending moment? That's how I'd solve the problem.
 

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