w''''(x)=q(x)/(EI)where q(x) is the load, E is the Young's modulus constant dependent upon the material, and I is the moment of inertia of the beam.
The following boundary conditions must also be taken into account:
w(0) = w''(0) = w(L) = w''(L) = 0The solution to this differential equation is a function describing the position of the beam. It can be found by simple integration, the topic of our discussion here.
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