Step 1: Identify the white (unshaded) portion.
The white portion is exactly the top semicircle drawn inside the square. Its diameter equals the side of the square ($4$ cm), hence radius $r=2$ cm.
Step 2: Area of the white semicircle.
\[
A_{\text{white}}=\frac{1}{2}\pi r^2=\frac{1}{2}\pi(2)^2=2\pi~\text{cm}^2.
\]
Step 3: Area of the square.
\[
A_{\text{square}}=4\times 4=16~\text{cm}^2.
\]
Step 4: Area of the shaded region.
Shaded area $=$ (area of square) $-$ (area of white semicircle):
\[
A_{\text{shaded}}=16-2\pi\approx 16-6.283=9.717\ \text{cm}^2\ \approx 10\ \text{cm}^2.
\]
\[
\boxed{A_{\text{shaded}}=16-2\pi\ \text{cm}^2\ \approx 10\ \text{cm}^2}
\]

On the day of her examination, Riya sharpened her pencil from both ends as shown below. 
The diameter of the cylindrical and conical part of the pencil is 4.2 mm. If the height of each conical part is 2.8 mm and the length of the entire pencil is 105.6 mm, find the total surface area of the pencil.
From one face of a solid cube of side 14 cm, the largest possible cone is carved out. Find the volume and surface area of the remaining solid.
Use $\pi = \dfrac{22}{7}, \sqrt{5} = 2.2$
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:
