Lets consider the following beam under the action of the force $P$ at the middle of the length. The beam is supported by two fixed supports.
Now, let's calculate the bending moment in these two parts.
Now we can divide the beam into two parts based on the point where the force $P$ is applied, namely:-
- Part A - where $x$ varies from $0$ to $\frac{L}{2}$ and
- Part B - where $x$ varies from $\frac{L}{2}$ to $L$.
Part A
Assume a shear force $v$ acting along the direction shown.
Then on equating the forces and moments in equilibrium we have, $$v = -\frac{P}{2}$$ $$M_b = -v.x = \frac{P}{2}x$$
Part B
Similarly for this part the shear force and the bending moment obtained will be,
$$v = -\frac{P}{2}$$ $$ M_b = (L - x)\frac{P}{2}$$
Thus the bending moment is given as,
$$M_b = \frac{P}{2}x \hspace{1in} x \in (0, L)$$
$$M_b = (L - x)\frac{P}{2} \hspace{0.6in} x \in \left(\frac{L}{2}, L\right)$$
The bending moment diagram for the system will be,





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