\[ h(x) = -x^3 + 2x^2 \]
Differentiate \( h(x) \):
\[ h'(x) = -3x^2 + 4x \]
Set \( h'(x) = 0 \) to find critical points:
\[ -3x^2 + 4x = 0 \]
Factoring:
\[ x(4 - 3x) = 0 \]
So, the critical points are:
\[ x = 0, \quad x = \frac{4}{3} \]
Compute the second derivative:
\[ h''(x) = -6x + 4 \]
Evaluate at \( x = 0 \):
\[ h''(0) = -6(0) + 4 = 4 \quad (\text{Positive} \Rightarrow \text{Local Minimum}) \]
Evaluate at \( x = \frac{4}{3} \):
\[ h''\left(\frac{4}{3}\right) = -6\left(\frac{4}{3}\right) + 4 = -4 \quad (\text{Negative} \Rightarrow \text{Local Maximum}) \]
Evaluate \( h(x) \) at critical points and boundary points:
The highest function value is:
\[ h(-1) = 3 \]
Thus, the maximum value of \( h(x) \) is 3, occurring at \( x = -1 \).
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).
Match the following in Column I with Column II.
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?