A one-way, single lane road has traffic that consists of 30% trucks and 70% cars. The speed of trucks (in km/h) is a uniform random variable on the interval (30, 60), and the speed of cars (in km/h) is a uniform random variable on the interval (40, 80). The speed limit on the road is 50 km/h. The percentage of vehicles that exceed the speed limit is ........ (rounded off to 1 decimal place).
For trucks:
\[ f(x) = \frac{1}{60 - 30} = \frac{1}{30} \]
For cars:
\[ f(y) = \frac{1}{80 - 40} = \frac{1}{40} \]
For trucks:
\[ P(50 < x < 60) = \int_{50}^{60} \frac{1}{30} dx = \frac{60 - 50}{30} = \frac{10}{30} = \frac{1}{3} \]
For cars:
\[ P(50 < y < 80) = \int_{50}^{80} \frac{1}{40} dy = \frac{80 - 50}{40} = \frac{30}{40} = \frac{3}{4} \]
Given proportions:
\[ \text{Total percentage} = \left(\frac{1}{3} \times 30\%\right) + \left(\frac{3}{4} \times 70\%\right) \]
\[ = 10\% + 52.5\% = 62.5\%. \]
Correct Answer: \( \mathbf{62.5\%} \).
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?