Step 1: Recall relation between load, shear, and moment.
\[\frac{dV}{dx} = -w, \frac{dM}{dx} = V\] where $w =$ load intensity, $V =$ shear force, $M =$ bending moment.
Step 2: Apply to given condition.
- A pure couple $M$ is applied at the center.
- With no distributed load ($w=0$), shear force $V$ is constant across spans, except at the point of the applied couple.
- A couple implies no net vertical force, therefore the shear force is zero everywhere.
Step 3: Shape of SFD.
Consequently, the shear force diagram (SFD) is a horizontal line along the zero axis.
Step 4: Conclusion.
The correct SFD shape corresponds to option (3).
A steel wire of $20$ mm diameter is bent into a circular shape of $10$ m radius. If modulus of elasticity of wire is $2\times10^{5}\ \text{N/mm}^2$, then the maximum bending stress induced in wire is: