Step 1: Basic Differential Relationships.
For a beam: \[\frac{dM}{dx} = V, \frac{dV}{dx} = -w\] Here, $M$ is the bending moment, $V$ is the shear force, and $w$ is the load intensity.
Step 2: Evaluate Statements.
- (1) True: The shear force ($V$) is the first derivative of the bending moment ($M$) with respect to the position ($x$), as $V = dM/dx$.
- (2) False: The shear force is not the derivative of the load intensity. The relationship is $dV/dx = -w$.
- (3) False: The bending moment is the integral of the shear force, not its derivative.
- (4) False: The load intensity is the negative derivative of the shear force ($dV/dx = -w$), not the derivative of the bending moment.
Step 3: Final Determination.
Statement (1) is the only correct assertion.
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: