Step 1: Eigenvalues of $[A]^T$ and $[A]$.
For any square matrix $[A]$, the eigenvalues of $[A]$ and $[A]^T$ are always the same. This is because the characteristic equation for both matrices is the same. Therefore, statement (A) is true.
Step 2: Eigenvalues of $[A]^{-1$.}
The eigenvalues of $[A]^{-1}$ are the reciprocals of the eigenvalues of $[A]$. This is a well-known property of matrix inversion, making statement (B) true.
Step 3: Eigenvectors of $[A]^T$ and $[A]$.
The eigenvectors of $[A]^T$ and $[A]$ are the same for a square matrix, as transposing the matrix does not affect the eigenvectors. Thus, statement (C) is false, and the eigenvectors are the same as those of $[A]$.
Step 4: Eigenvectors of $[A]^{-1$ and $[A]$.}
The eigenvectors of $[A]^{-1}$ are the same as those of $[A]$, but the eigenvalues are the reciprocals. Thus, statement (D) is true.
\[
\boxed{\text{The correct answers are (A), (B), and (D).}}
\]
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)
Consider a reinforced concrete beam section of 350 mm width and 600 mm depth. The beam is reinforced with the tension steel of 800 mm\(^2\) area at an effective cover of 40 mm. Consider M20 concrete and Fe415 steel. Let the stress block considered for concrete in IS 456:2000 be replaced by an equivalent rectangular stress block, with no change in (a) the area of the stress block, (b) the design strength of concrete (at the strain of 0.0035), and (c) the location of neutral axis at flexural collapse.
The ultimate moment of resistance of the beam (in kN.m) is ___________ (round off to the nearest 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:
