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:
Step 1: Resolve along and normal to the plane.
Let the plane angle be $\theta=30^\circ$, the force $P$ is inclined $\alpha=30^\circ$ above the plane.
Weight components: along the plane $W\sin\theta=500\sin30^\circ=250$ (down-slope); normal $W\cos\theta=500\cos30^\circ=250\sqrt{3}$.
Force $P$ components: along the plane $P\cos\alpha$ (up-slope); normal $P\sin\alpha$ (away from plane).
Step 2: Equilibrium along plane (no friction).
\[ P\cos 30^\circ = W\sin 30^\circ \Rightarrow P\left(\frac{\sqrt{3}}{2}\right)=250 \Rightarrow P=\frac{250}{\sqrt{3}/2}=\frac{500}{\sqrt{3}}\,\text{N}. \]
Step 3: Check normal reaction is positive.
\[ R = W\cos 30^\circ - P\sin 30^\circ = 250\sqrt{3} - \frac{500}{\sqrt{3}}\cdot\frac{1}{2} = \frac{500}{\sqrt{3}} > 0 (\text{OK}). \]
Step 4: Conclusion.
$P=\dfrac{500}{\sqrt{3}}\,\text{N}$.
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: