Tension in three point loaded beam for Fracture calculation

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The discussion centers on calculating the maximum load a beam with dimensions 10x10x50mm can support when loaded at its midpoint and supported by wedges at both ends. The beam's fracture toughness is given as 500 MPa. The analysis begins with the understanding that the underside of the beam will experience tension under the load. To determine the largest load, a simple force-to-area calculation is insufficient; instead, a shear and moment diagram should be constructed to accurately assess the bending stress. This approach allows for a more precise calculation of the stress due to the bending moment, which is crucial for determining the maximum load the beam can withstand before fracturing.
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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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