Step 1: Fundamental differential relationships.
For a beam:
\[
\frac{dM}{dx} = V, \frac{dV}{dx} = -w
\]
where $M =$ bending moment, $V =$ shear force, $w =$ load intensity.
Step 2: Analyze options.
- (1) True: $V = dM/dx$, shear is first derivative of bending moment.
- (2) False: Shear is not derivative of load; rather $dV/dx = -w$.
- (3) False: Bending moment is not derivative of shear, but its integral.
- (4) False: Load intensity is derivative of shear, not bending moment.
Step 3: Conclusion.
Correct statement is (1).
If a concentrated load of 50 kN is applied at point C, then what will be the shear developed at point C? 