Step 1: Recall property of symmetric matrices.
For any real matrix $M$, both $MM^T$ and $M^TM$ are symmetric matrices. Symmetric matrices always have real eigenvalues.
Step 2: Positive semi-definiteness.
For any vector $x \in \mathbb{R}^n$:
\[
x^T(MM^T)x = (M^Tx)^T(M^Tx) = \|M^Tx\|^2 \geq 0
\]
This shows that all eigenvalues of $MM^T$ are non-negative.
Similarly,
\[
x^T(M^TM)x = (Mx)^T(Mx) = \|Mx\|^2 \geq 0
\]
Hence all eigenvalues of $M^TM$ are also non-negative.
Step 3: Why not $M^2$ or $(M^T)^2$?
In general, $M^2$ and $(M^T)^2$ need not be symmetric and can have negative or even complex eigenvalues. So they do not guarantee non-negative eigenvalues.
\[
\boxed{\text{Therefore, the correct options are (B) and (C).}}
\]
The eigenvalues of the matrix

are \( \lambda_1, \lambda_2, \lambda_3 \). The value of \( \lambda_1 \lambda_2 \lambda_3 ( \lambda_1 + \lambda_2 + \lambda_3 ) \) is:
Let \[ A = \begin{pmatrix} 1 & 0 & 1 \\ 0 & k & 0 \\ 3 & 0 & -1 \end{pmatrix}. \] If the eigenvalues of \( A \) are -2, 1, and 2, then the value of \( k \) is _.
(Answer in integer)
Two soils of permeabilities \( k_1 \) and \( k_2 \) are placed in a horizontal flow apparatus, as shown in the figure. For Soil 1, \( L_1 = 50 \, {cm} \), and \( k_1 = 0.055 \, {cm/s} \); for Soil 2, \( L_2 = 30 \, {cm} \), and \( k_2 = 0.035 \, {cm/s} \). The cross-sectional area of the horizontal pipe is 100 cm², and the head difference (\( \Delta h \)) is 150 cm. The discharge (in cm³/s) through the soils is ........ (rounded off to 2 decimal places).

The most suitable test for measuring the permeability of clayey soils in the laboratory is ___________.
Consider the beam ACDEB given in the figure. Which of the following statements is/are correct:

The figures, I, II, and III are parts of a sequence. Which one of the following options comes next in the sequence as IV?
