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 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. 
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 given figure, the numbers associated with the rectangle, triangle, and ellipse are 1, 2, and 3, respectively. Which one among the given options is the most appropriate combination of \( P \), \( Q \), and \( R \)?

Consider a reinforced concrete beam section of 350 mm width and 600 mm depth. The beam is reinforced with the tension steel of 800 mm\(^2\) area at an effective cover of 40 mm. Consider M20 concrete and Fe415 steel. Let the stress block considered for concrete in IS 456:2000 be replaced by an equivalent rectangular stress block, with no change in (a) the area of the stress block, (b) the design strength of concrete (at the strain of 0.0035), and (c) the location of neutral axis at flexural collapse.
The ultimate moment of resistance of the beam (in kN.m) is ___________ (round off to the nearest integer).
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:
