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.
$\sigma_{\max}=200\ \text{N/mm}^2$.
The solution(s) of the ordinary differential equation $y'' + y = 0$, is:
(A) $\cos x$
(B) $\sin x$
(C) $1 + \cos x$
(D) $1 + \sin x$
Choose the most appropriate answer from the options given below:
For the matrix, $A = \begin{bmatrix} -4 & 0 \\ -1.6 & 4 \end{bmatrix}$, the eigenvalues ($\lambda$) and eigenvectors ($X$) respectively are:
The value of $\iint_S \vec{F} \cdot \vec{N} \, ds$ where $\vec{F} = 2x^2y \hat{i} - y^2 \hat{j} + 4xz^2 \hat{k}$ and $S$ is the closed surface of the region in the first octant bounded by the cylinder $y^2 + z^2 = 9$ and the planes $x = 0, x = 2, y = 0, z = 0$, is:
The value of the integral $\displaystyle \oint_C \frac{z^3 - 6}{2z - i} \, dz$, where $C: |z| \leq 1$, 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: