Given that \( f(x) \) is a periodic function with a period of 4, we need to find the Fourier series for this function. Since the function is even, we know that all the sine terms in the Fourier series will be zero. We will only have cosine terms in the Fourier series expansion.
Fourier Coefficients:
The Fourier series is given by:
\[
f(x) = a_0 + \sum_{n=1}^{\infty} a_n \cos \frac{n \pi x}{L}.
\]
The period \( L = 4 \), so the cosine terms will be of the form \( \cos \frac{n \pi x}{2} \).
We first calculate \( a_0 \), the average or DC component: \[ a_0 = \frac{1}{L} \int_{-L/2}^{L/2} f(x) \, dx = \frac{1}{4} \int_{-2}^{2} f(x) \, dx. \] From the given function, we know that: \[ a_0 = 2k \quad \text{(as the function is constant and equal to \( 2k \) for \( -1 \leq x < 1 \))}. \]
Next, we calculate the \( a_n \) coefficients: \[ a_n = \frac{2}{L} \int_{-L/2}^{L/2} f(x) \cos \frac{n \pi x}{L} \, dx. \] For \( n = 1, 2, 3, \dots \), the integrals for these coefficients will give us the terms in the series. After performing the integration (which involves calculating the integrals for cosine terms), we get: \[ a_n = \frac{4k}{n\pi} \sin \left( \frac{n \pi}{2} \right). \]
Thus, the Fourier series for this function is: \[ f(x) = k + \frac{4k}{\pi} \left( \cos \frac{\pi x}{2} - \cos \frac{3\pi x}{2} + \frac{1}{5} \cos \frac{5\pi x}{2} + \dots \right). \] Therefore, the correct answer is option (C).
- This Fourier series consists of only cosine terms because \( f(x) \) is an even function. The sine terms are eliminated due to the symmetry of the function.
A periodic function \( f(x) \), with period 2, is defined as \[ f(x) = \begin{cases} -1 - x & \text{for } -1 \leq x&t;0 \\ 1 - x & \text{for } 0 \leq x \leq 1 \end{cases} \] The Fourier series of this function contains _________
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:
