Step 1: Understanding symmetric matrices.
A matrix is symmetric if \( A = A^T \), i.e., it is equal to its transpose. In this question, both \( A \) and \( B \) are symmetric matrices.
Step 2: Analysis of options.
- (A) \( A + B \) is a symmetric matrix: This is correct. The sum of two symmetric matrices is always symmetric.
- (B) \( AB + BA \) is a symmetric matrix: This is correct. The sum of \( AB \) and \( BA \) is symmetric.
- (C) \( A + A^T \) and \( B + B^T \) are symmetric matrices: This is correct. Since \( A \) and \( B \) are symmetric, \( A + A^T \) and \( B + B^T \) are also symmetric.
- (D) \( AB - BA \) is a symmetric matrix: This is incorrect. The difference \( AB - BA \) is generally not symmetric, as matrix multiplication is not commutative.
Step 3: Conclusion.
The incorrect statement is (D), as \( AB - BA \) is generally not a symmetric matrix.
Arrange the following steps in the proper sequence concerning the solution of a linear programming problem.
(A) Graph each constraint as though it were binding, i.e., as if held with strict equality
(B) Find the feasible region, the area of the graph that simultaneously satisfies all constraints
(C) Superimpose contours of the objective function on the feasible region to determine the optimal corner of the region
(D) Construct a graph, placing a decision variable on each axis
Choose the correct answer from the options given below:
Match List-I with List-II
\[\begin{array}{|c|c|}\hline \textbf{List-I} & \textbf{List-II} \\ \hline \text{(A) Closed Interval} & (I)\ [a, b] = \{\,x \in \mathbb{R} : a \leq x \leq b\,\} \\ \hline \text{(B) Open Interval} & (II)\ (a, b) = \{\,x \in \mathbb{R} : a < x < b\,\} \\ \hline \text{(C) Unbounded Interval} & (III)\ [a, b) = \{\,x \in \mathbb{R} : a \leq x < b\,\} \\ \hline \text{(D) Half Open Interval} & (IV)\ (a, \infty) = \{\,x \in \mathbb{R} : a < x\,\} \\ \hline \end{array}\]
Choose the correct answer from the options given below:
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:
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: