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elepolli

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**TL;DR Summary:**I have a cantilever beam with fixed end, known rectangular cross section and total length h. A uniform load is applied on the beam from a distance L from the fixed end, to the free end. The E modulus and inertia I are known, and they are two different constant values for 0<x<L and L<x<0.

I want to know the deflection w(h) of the beam at the free end.

This is my approach, what do you think?

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