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).
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):