Multiple Choice Questions (MCQs) for JEE Physics: Waves
Access targeted multiple-choice questions for Waves designed to align with the latest JEE academic syllabus for JEE Physics. These objective practice sets help students evaluate their conceptual understanding and improve exam readiness.
Practice Waves MCQs for JEE Physics
Access the complete set of multiple-choice questions for Waves below. This focused format allows students to isolate specific topics for thorough review and uninterrupted practice alongside official JEE textbooks.
Multiple Choice Questions
(a) \( n=3,\ f_2=\dfrac34f_1 \)
(b) \( n=3,\ f_2=\dfrac54f_1 \)
(c) \( n=5,\ f_2=\dfrac54f_1 \)
(d) \( n=5,\ f_2=\dfrac34f_1 \)
Show Answer & Explanation
Answer: (c) \( n=5,\ f_2=\dfrac54f_1 \)
Explanation:
1. Open pipe, 2nd harmonic: \( f_1=\dfrac vL \). Closed pipe harmonics: \( \dfrac{nv}{4L}=\dfrac n4f_1 \) with \( n \) odd.
2. Since \( f_2>f_1 \), the smallest odd \( n \) is 5, giving \( f_2=\dfrac54f_1 \).
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) \( \dfrac L3 \)
(b) \( \dfrac{4L}3 \)
(c) \( \dfrac{4L}3\sqrt{\dfrac{\rho_2}{\rho_1}} \)
(d) \( \dfrac{4L}3\sqrt{\dfrac{\rho_1}{\rho_2}} \)
Show Answer & Explanation
Answer: (d) \( \dfrac{4L}3\sqrt{\dfrac{\rho_1}{\rho_2}} \)
Explanation:
1. \( v=\sqrt{B/\rho}\propto\rho^{-1/2} \), so \( v_2/v_1=\sqrt{\rho_1/\rho_2} \).
2. Closed first overtone \( \dfrac{3v_1}{4L} \) equals open first overtone \( \dfrac{v_2}{L'} \): \( L'=\dfrac{4L}{3}\dfrac{v_2}{v_1} \).
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) 25 kg
(b) 5 kg
(c) 12.5 kg
(d) 1/25 kg
Show Answer & Explanation
Answer: (a) 25 kg
Explanation:
1. \( f=\dfrac p{2l}\sqrt{\dfrac T\mu} \), so \( p\sqrt{M}=\) constant.
2. \( 5\sqrt9=3\sqrt M\Rightarrow\sqrt M=5\Rightarrow M=25 \) kg.
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) 2
(b) 1
(c) 4
(d) 8
Show Answer & Explanation
Answer: (b) 1
Explanation:
1. \( \nu=\dfrac1{2l}\sqrt{\dfrac T\mu} \) and \( \mu\propto r^2 \), so \( \nu\propto\dfrac1{lr} \).
2. \( \dfrac{\nu_1}{\nu_2}=\dfrac{(2L)(r)}{(L)(2r)}=1 \).
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) 300 Hz
(b) 240 Hz
(c) 200 Hz
(d) 480 Hz
Show Answer & Explanation
Answer: (c) 200 Hz
Explanation:
1. Open pipe fundamental \( f_0=\dfrac v{2L} \); third harmonic of the closed pipe \( =\dfrac{3v}{4L} \).
2. \( \dfrac{3v}{4L}-\dfrac v{2L}=\dfrac v{4L}=100\Rightarrow\dfrac v{2L}=200 \) Hz.
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) \( 300\left(\dfrac{2\rho}{2\rho-1}\right)^{1/2} \)
(b) \( 300\left(\dfrac{2\rho}{2\rho-1}\right) \)
(c) \( 300\left(\dfrac{2\rho-1}{2\rho}\right) \)
(d) \( 300\left(\dfrac{2\rho-1}{2\rho}\right)^{1/2} \)
Show Answer & Explanation
Answer: (d) \( 300\left(\dfrac{2\rho-1}{2\rho}\right)^{1/2} \)
Explanation:
1. Tension \( T=V\rho g \); with half submerged \( T'=V\rho g-\dfrac12Vg=Vg\dfrac{2\rho-1}2 \).
2. \( f\propto\sqrt T\Rightarrow f'=300\sqrt{\dfrac{2\rho-1}{2\rho}} \).
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) \( \dfrac{1}{6} \)
(b) \( \dfrac{8}{3} \)
(c) \( \dfrac{3}{8} \)
(d) \( \dfrac{1}{3} \)
Show Answer & Explanation
Answer: (a) \( \dfrac{1}{6} \)
Explanation:
1. \( \dfrac{v}{4L_1}=\dfrac{3v}{2L_2} \).
2. \( \dfrac{L_1}{L_2}=\dfrac{2}{12}=\dfrac16 \).
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) \( a\sin(kx+\omega t) \)
(b) \( -a\cos(kx+\omega t) \)
(c) \( a\cos(kx+\omega t) \)
(d) \( -a\sin(kx-\omega t) \)
Show Answer & Explanation
Answer: (b) \( -a\cos(kx+\omega t) \)
Explanation:
1. A stationary wave needs a wave of equal amplitude travelling in the opposite direction, \( \pm a\cos(kx+\omega t) \).
2. At \( x = 0 \) the sum must vanish: \( a\cos\omega t+c\cos\omega t=0\Rightarrow c=-a \).
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) 512
(b) 256
(c) 1024
(d) 128
Show Answer & Explanation
Answer: (c) 1024
Explanation:
1. Closed: \( \dfrac{v}{4L}=512 \). Open: \( \dfrac v{2L}=2\times512 \).
2. Fundamental of the open tube is 1024 Hz.
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) A: p, s; B: p, t; C: q, s; D: q, r
(b) A: p, t; B: p, s; C: q, r; D: q, s
(c) A: q, t; B: q, s; C: p, s; D: p, r
(d) A: p, t; B: p, s; C: q, s; D: q, r
Show Answer & Explanation
Answer: (d) A: p, t; B: p, s; C: q, s; D: q, r
Explanation:
1. A: closed pipe, longitudinal, \( L=\lambda/4\Rightarrow\lambda_f=4L (p, t) \). \( B \): open pipe, longitudinal, \( \lambda_f=2L (p, s) \).
2. \( C \): wire fixed at both ends, transverse, \( L=\lambda/2\Rightarrow\lambda_f=2L (q, s) \). \( D \): extra node at the middle gives \( L=\lambda (q, r) \).
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) (a) and (c) only
(b) (a) and (b) only
(c) (b) and (d) only
(d) (c) and (d) only
Show Answer & Explanation
Answer: (a) (a) and (c) only
Explanation:
1. \( \lambda/2=83.9-50.7=33.2 \) cm \( \Rightarrow\lambda=66.4 \) cm, \( v=500\times0.664=332 m/s \): \( (a), (c) \) true.
2. \( \lambda/4=16.6 \) cm, so 50.7 cm is nearly \( 3\lambda/4=49.8 \) cm (third harmonic), not the fundamental; the end correction is not \( +0.9 \) cm. \( (b), (d) \) false.
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) (a) and (b) only
(b) (a), (c) and (d) only
(c) (b), (c) and (d) only
(d) (a), (b), (c) and (d)
Show Answer & Explanation
Answer: (b) (a), (c) and (d) only
Explanation:
1. All four satisfy \( v=\omega/k=100 m/s \).
2. At \( x = 3 m \) we need an antinode, \( |\sin3k|=1 \): \( (a) \sin\dfrac\pi2 \), \( (c) \sin\dfrac{5\pi}2 \), \( (d) \sin\dfrac{15\pi}2 \) are all \( \pm1 \), but \( (b) \) gives \( \sin\pi=0 \), a node. So \( (a), (c), (d) \).
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) (a) and (b) only
(b) (c) and (d) only
(c) (b) and (c) only
(d) (a) and (d) only
Show Answer & Explanation
Answer: (c) (b) and (c) only
Explanation:
1. \( \lambda=\dfrac{2\pi}{62.8}=0.1 m \); fifth harmonic \( L=\dfrac{5\lambda}2=0.25 m \): \( (b) \) true.
2. Mid-point \( x=0.125 \): \( \sin(7.85)=1 \), so the displacement is \( 0.01 m \): \( (c) \) true. The frequency is \( 628/2\pi=100 \) Hz, which is the fifth harmonic, so the fundamental is 20 Hz and \( (d) \) is false. There are 6 nodes including the ends: \( (a) \) false.
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) (a) and (b) only
(b) (b), (c) and (d) only
(c) (a), (b), (c) and (d)
(d) (a), (b) and (c) only
Show Answer & Explanation
Answer: (d) (a), (b) and (c) only
Explanation:
1. Reflection at fixed or free ends gives waves travelling in opposite directions, which form standing waves in \( (a), (b), (c) \).
2. In \( (d) \) the two waves travel the same way and cancel; no stationary pattern forms.
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) (b) and (c) only
(b) (a) and (b) only
(c) (c) and (d) only
(d) (a) and (d) only
Show Answer & Explanation
Answer: (a) (b) and (c) only
Explanation:
1. Clamped edges require \( u=0 \) at \( x=0,L \) and \( y=0,L \).
2. \( (b) \) and \( (c) \) vanish on all four edges. \( (a) \) and \( (d) \) contain \( \cos \) factors that are non-zero at \( x = 0 \), so they are not allowed.
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) (a) and (b) only
(b) (a), (b), (c) and (d)
(c) (b), (c) and (d) only
(d) (a), (c) and (d) only
Show Answer & Explanation
Answer: (b) (a), (b), (c) and (d)
Explanation:
1. Amplitude factor \( \cos10\pi x \): nodes where \( 10\pi x=\dfrac\pi2,\dfrac{3\pi}2 \), i.e. \( x=0.05,0.15 m \): \( (a) \) true. Antinodes at \( x=0.1,0.2,0.3 m \): \( (b) \) true.
2. \( \lambda=\dfrac{2\pi}{10\pi}=0.2 m \) and \( v=\dfrac\omega k=\dfrac{50\pi}{10\pi}=5 m/s \): \( (c), (d) \) true.
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) 80 Hz, 240 Hz and 320 Hz
(b) 80 Hz, 320 Hz and 400 Hz
(c) 80 Hz, 240 Hz and 400 Hz
(d) 240 Hz, 320 Hz and 400 Hz
Show Answer & Explanation
Answer: (c) 80 Hz, 240 Hz and 400 Hz
Explanation:
1. Fundamental \( =\dfrac{320}{4(1)}=80 \) Hz; allowed frequencies are odd multiples: 80, 240, 400, 560 Hz...
2. So 80 Hz, 240 Hz and 400 Hz can resonate, but 320 Hz (an even multiple) cannot.
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) 62.50 cm and 125 cm
(b) 31.25 cm and 62.50 cm
(c) 93.75 cm and 125 cm
(d) 31.25 cm and 93.75 cm
Show Answer & Explanation
Answer: (d) 31.25 cm and 93.75 cm
Explanation:
1. \( \lambda=\dfrac{330}{264}=1.25 m \), \( \dfrac\lambda4=31.25 \) cm.
2. Resonant lengths are odd multiples of \( \lambda/4 \): 31.25, 93.75, 156.25 cm.
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) f
(b) f/2
(c) 3f/4
(d) 2f
Show Answer & Explanation
Answer: (a) f
Explanation:
1. Open: \( f=v/2L \). Half in water: closed pipe of length \( L/2 \): \( v/(4\cdot L/2)=v/2L=f \).
2. The frequency is unchanged.
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) 260 Hz
(b) 240 Hz
(c) 225 Hz
(d) 280 Hz
Show Answer & Explanation
Answer: (b) 240 Hz
Explanation:
1. Tension falls from \( 50.7g \) to \( 50.7g-0.0075\times1000\,g=43.2g \).
2. \( f'=260\sqrt{\dfrac{43.2}{50.7}}\approx240 \) Hz.
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) 0.25 m
(b) 0.5 m
(c) 0.125 m
(d) 0.0625 m
Show Answer & Explanation
Answer: (c) 0.125 m
Explanation:
1. \( \lambda=\dfrac{330}{660}=0.5 m \). The wall is a displacement node.
2. The first displacement antinode is at \( \lambda/4=0.125 m \).
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) 7
(b) 1
(c) 3.5
(d) 5
Show Answer & Explanation
Answer: (d) 5
Explanation:
1. The phase difference is \( \pi/2 \), so the phasors are perpendicular.
2. \( A=\sqrt{4^2+3^2}=5 \).
Teacher's Note:
1. Identify whether the situation is a travelling wave, a standing wave or a Doppler problem, and write the matching standard formula first.
2. Substitute carefully in SI units and test the result with a limiting case (for example, zero source speed gives no frequency change).
(a) 5
(b) 2.5
(c) 10
(d) 20
Show Answer & Explanation
Answer: (a) 5
Explanation:
1. \( \mu=\dfrac{10^{-3}}{0.2}=5\times10^{-3} \) kg/m, \( v=\sqrt{0.5/(5\times10^{-3})}=10 m/s \).
2. \( \lambda=0.1 m \), node separation \( \lambda/2=5 \) cm.
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) \( \dfrac{\pi^2a^2T}{2l} \)
(b) \( \dfrac{\pi^2a^2T}{4l} \)
(c) \( \dfrac{\pi^2a^2T}{l} \)
(d) \( \dfrac{\pi a^2T}{4l} \)
Show Answer & Explanation
Answer: (b) \( \dfrac{\pi^2a^2T}{4l} \)
Explanation:
1. \( y=a\sin\dfrac{\pi x}l\cos\omega t \), \( \omega=\dfrac\pi l\sqrt{T/\mu} \). Total energy \( =\tfrac12\mu\omega^2a^2\cdot\dfrac l2 \).
2. \( E=\dfrac{\mu a^2l}4\dfrac{\pi^2T}{l^2\mu}=\dfrac{\pi^2a^2T}{4l} \).
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) \( \dfrac{189}{400} \)
(b) \( \dfrac{25}{21} \)
(c) \( \dfrac{400}{189} \)
(d) \( \dfrac{16}{9} \)
Show Answer & Explanation
Answer: (c) \( \dfrac{400}{189} \)
Explanation:
1. \( \dfrac{v_A}{L}=\dfrac{3v_B}{4L}\Rightarrow\dfrac{v_A}{v_B}=\dfrac34 \).
2. \( v=\sqrt{\gamma RT/M} \): \( \dfrac{\gamma_AM_B}{\gamma_BM_A}=\dfrac9{16} \) with \( \gamma_A=\dfrac53,\gamma_B=\dfrac75 \), so \( \dfrac{M_A}{M_B}=\dfrac{25}{21}\cdot\dfrac{16}9=\dfrac{400}{189} \).
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) \( \dfrac{4}{3} \)
(b) \( \dfrac{9}{16} \)
(c) \( \dfrac{1}{1} \)
(d) \( \dfrac{3}{4} \)
Show Answer & Explanation
Answer: (d) \( \dfrac{3}{4} \)
Explanation:
1. A (open both ends): \( f_A=\dfrac{v_A}{2L} \). \( B \) (closed both ends): \( f_B=\dfrac{v_B}{2L} \).
2. \( \dfrac{f_A}{f_B}=\dfrac{v_A}{v_B}=\dfrac34 \).
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) 3.2 m, 2.4 m, 1.6 m, 0.8 m
(b) 3.4 m, 2.8 m, 2.2 m, 1.6 m
(c) 3.0 m, 2.0 m, 1.0 m, 0.5 m
(d) 2.8 m, 2.0 m, 1.2 m, 0.4 m
Show Answer & Explanation
Answer: (a) 3.2 m, 2.4 m, 1.6 m, 0.8 m
Explanation:
1. \( \lambda=\dfrac{340}{212.5}=1.6 m \). Air-column lengths for resonance: \( 0.4, 1.2, 2.0, 2.8, 3.6 m \) (odd multiples of \( 0.4 m \)).
2. Water height \( =3.6-\) air column: \( 3.2, 2.4, 1.6, 0.8 m \) (the last, \( 0 m \), is the full pipe).
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) 21 s
(b) 43 s
(c) 86 s
(d) 10 s
Show Answer & Explanation
Answer: (b) 43 s
Explanation:
1. \( A\dfrac{dH}{dt}=-a\sqrt{2gH}\Rightarrow\dfrac{dH}{dt}=-\dfrac{a}{A}\sqrt{2g}\sqrt H=-(1.11\times10^{-2})\sqrt H \) with \( \dfrac aA=\dfrac1{400} \).
2. \( t=\dfrac{2(\sqrt{3.2}-\sqrt{2.4})}{1.118\times10^{-2}}\approx43 s \).
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) \( \dfrac{5}{16} \) m
(b) \( \dfrac{9}{16} \) m
(c) \( \dfrac{15}{16} \) m
(d) 0.75 m
Show Answer & Explanation
Answer: (c) \( \dfrac{15}{16} \) m
Explanation:
1. Second overtone of a closed pipe is the 5th harmonic: \( L=\dfrac{5\lambda}4 \).
2. \( \lambda=\dfrac{330}{440}=0.75 m \), so \( L=\dfrac{15}{16} m \).
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
(a) (a) and (d) only
(b) (b), (c) and (d) only
(c) (a), (b), (c) and (d)
(d) (a), (b) and (c) only
Show Answer & Explanation
Answer: (d) (a), (b) and (c) only
Explanation:
1. The open end is a pressure node (no variation, pressure \( p_0 \)); the closed end is a pressure antinode (\( p_0\pm\Delta p_0 \)): \( (b), (c) \) true, \( (d) \) false.
2. At the middle, distance \( \dfrac L2=\dfrac{15}{32} m \) from the open end, the amplitude is \( \Delta p_0|\sin(kL/2)|=\Delta p_0\sin\left(\dfrac{5\pi}{4}\right) \) in magnitude \( \Delta p_0/\sqrt2 \): \( (a) \) true.
Teacher's Note:
1. For stretched strings use \( v = \sqrt{T/\mu} \); both ends fixed give \( f = n v/(2L) \).
2. For pipes remember: open pipe all harmonics \( f = n v/(2L) \); closed pipe only odd harmonics \( f = n v/(4L) \).
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