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A beam of length $L$ is loaded in the $x y-$ plane by a uniformly distributed load, and by a concentrated tip load parallel to the $z$-axis, as shown in the figure. The resulting bending moment distributions about the $y$ and the $z$ axes are denoted by $M_y$ and $M_z$, respectively.

Which one of the options given depicts qualitatively $\text{CORRECT}$ variations of $M_y$ and $M_z$ along the length of the beam?

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