The variance of a random variable \( X \) is given by:
\[ \text{Var}(X) = E(X^2) - [E(X)]^2. \]
Where:
We will first calculate \( E(X) \) and \( E(X^2) \).
The expected value \( E(X) \) is given by:
\[ E(X) = \sum_{x} x \cdot P(x). \]
Substituting the values from the given probability mass function:
\[ E(X) = 0 \times 0.4 + 1 \times 0.3 + 7 \times 0.1 + 11 \times 0.1 + 12 \times 0.1. \] \[ E(X) = 0 + 0.3 + 0.7 + 1.1 + 1.2 = 3.3. \]
The expected value of \( X^2 \) is given by:
\[ E(X^2) = \sum_{x} x^2 \cdot P(x). \]
Substituting the values from the probability mass function:
\[ E(X^2) = 0^2 \times 0.4 + 1^2 \times 0.3 + 7^2 \times 0.1 + 11^2 \times 0.1 + 12^2 \times 0.1. \] \[ E(X^2) = 0 + 0.3 + 49 \times 0.1 + 121 \times 0.1 + 144 \times 0.1. \] \[ E(X^2) = 0 + 0.3 + 4.9 + 12.1 + 14.4 = 31.7. \]
Now that we have both \( E(X) \) and \( E(X^2) \), we can calculate the variance:
\[ \text{Var}(X) = E(X^2) - [E(X)]^2 = 31.7 - (3.3)^2. \] \[ \text{Var}(X) = 31.7 - 10.89 = 20.81. \]
Thus, the variance of \( X \) is \( 20.81 \).
The correct answer is option (A).
For the beam and loading shown in the figure, the second derivative of the deflection curve of the beam at the mid-point of AC is given by \( \frac{\alpha M_0}{8EI} \). The value of \( \alpha \) is ........ (rounded off to the nearest integer).
In levelling between two points A and B on the opposite banks of a river, the readings are taken by setting the instrument both at A and B, as shown in the table. If the RL of A is 150.000 m, the RL of B (in m) is ....... (rounded off to 3 decimal places).