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.
- Since no distributed load $w=0$, shear force $V$ must be constant across spans except at the location of applied couple.
- For a couple, there is no net vertical force $\Rightarrow$ shear force is zero everywhere.
Step 3: Shape of SFD.
Thus, the shear force diagram is a straight line along zero axis.
Step 4: Conclusion.
The correct SFD shape is 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:
Which of the following statements are correct?
A. Malleability is the ability of a material to absorb strain energy till the elastic limit.
B. Toughness is the ability of a material to absorb energy till the rupture.
C. Resilience is the area under the load deformation curve within the elastic limit.
D. Stress-strain diagram of highly brittle material has no plastic zone.
Choose the most appropriate answer from the options given below:
The degree of static indeterminacy of the beam (as shown below) for general case of loading is:
A weight of $500\,$N is held on a smooth plane inclined at $30^\circ$ to the horizontal by a force $P$ acting at $30^\circ$ to the inclined plane as shown. Then the value of force $P$ is:
For the frame shown in the figure below, the maximum moment in the left column shall be (Assuming Moment of Inertia (I) of all the members is same):