Step 1: Identify the radius of the circle.
Since the circle is centred at $V$ and passes through $P$, its radius is $VP$. In a regular hexagon, all sides are equal and adjacent vertices are $5$ cm apart. Hence $VP=VT=5$ cm (adjacent sides of the hexagon). \(\Rightarrow r=5\) cm.
Step 2: Find the angle subtended at the centre $V$.
The interior angle at any vertex of a regular hexagon is $120^\circ$. The sector in question is formed by the two sides $VP$ and $VT$; therefore the central angle of the circular sector $\angle PVT=120^\circ$.
Step 3: Area of the shaded region.
From the diagram, the shaded part is exactly the sector of the circle between the radii $VP$ and $VT$ (no subtraction of the triangle is intended).
Area of a sector with angle $\theta$ and radius $r$: \(\displaystyle A_{\text{sector}}=\frac{\theta}{360^\circ}\pi r^2\).
Here, $\theta=120^\circ$, $r=5$ \(\Rightarrow\)
\[
A_{\text{shaded}}=\frac{120^\circ}{360^\circ}\pi(5)^2
=\frac{1}{3}\cdot 25\pi
=\boxed{\frac{25\pi}{3}}.
\]
In the diagram, the lines QR and ST are parallel to each other. The shortest distance between these two lines is half the shortest distance between the point P and the line QR. What is the ratio of the area of the triangle PST to the area of the trapezium SQRT?
Note: The figure shown is representative

In the adjoining figure, $\triangle CAB$ is a right triangle, right angled at A and $AD \perp BC$. Prove that $\triangle ADB \sim \triangle CDA$. Further, if $BC = 10$ cm and $CD = 2$ cm, find the length of AD. 
\( AB \) is a diameter of the circle. Compare:
Quantity A: The length of \( AB \)
Quantity B: The average (arithmetic mean) of the lengths of \( AC \) and \( AD \). 
O is the center of the circle above. 
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?
