Step 1: Fourier Series Basics.
The Fourier series expresses a function as a sum of sine and cosine terms. The coefficients \( a_n \) (associated with the sine terms) depend on the odd powers of \( x \), while the coefficients \( b_n \) (associated with the cosine terms) depend on the even powers of \( x \).
Step 2: Analyze the given function \( f(x) = px^4 + qx^5 \).
- The term \( px^4 \) is an even function, and it contributes to the \( b_n \) (cosine) terms. Therefore, \( b_n \) depends on \( p \).
- The term \( qx^5 \) is an odd function, and it contributes to the \( a_n \) (sine) terms. Therefore, \( a_n \) depends on \( q \).
Step 3: Evaluate the options.
- (A) \( a_n \) depends on \( p \): Incorrect. \( a_n \) depends on \( q \), not \( p \).
- (B) \( a_n \) depends on \( q \): Correct. \( a_n \) comes from the \( qx^5 \) term.
- (C) \( b_n \) depends on \( p \): Correct. \( b_n \) comes from the \( px^4 \) term.
- (D) \( b_n \) depends on \( q \): Incorrect. \( b_n \) depends on \( p \), not \( q \).
Thus, the correct answer is (B) and (C): \( a_n \) depends on \( q \) and \( b_n \) depends on \( p \).
\[
\boxed{\text{The correct answers are (B) and (C).}}
\]
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:
