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:
Step 1: Curvature–stress relation in pure bending.
For elastic bending: $\displaystyle \frac{1}{R}=\frac{M}{EI}$ and fiber stress $\sigma=\frac{My}{I}=E\frac{y}{R}$.
Maximum stress occurs at $y=c=\frac{d}{2}$.
Step 2: Substitute data.
$d=20$ mm $\Rightarrow c=10$ mm, $R=10\ \text{m}=10{,}000$ mm, $E=2\times10^{5}\ \text{N/mm}^2$.
\[
\sigma_{\max}=E\frac{c}{R}=2\times10^{5}\times\frac{10}{10{,}000}=200\ \text{N/mm}^2.
\]
Step 3: Conclusion.
$\sigma_{\max}=200\ \text{N/mm}^2$.
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: