Physics for Engineers: cram pack

Formula sheets, the key method steps for every topic and 20 practice problems, with full solutions at the back.

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1Formulas and methods

Kinematics

Velocity
v = v0 + a·t
Displacement
s = v0·t + ½·a·t²
Without time
v² = v0² + 2·a·s
Units
1 m/s = 3.6 km/h

Method

  1. List what you know: v₀, v, a, t and s, with units.
  2. Pick the equation that contains your three knowns and the unknown.
  3. Choose one positive direction and give opposing quantities a minus sign.
  4. Solve and check that the answer is physically sensible.

Newton’s laws

Second law
ΣF = m·a
Weight
W = m·g
Kinetic friction
Ff = μ·N
On a slope
along: m·g·sin θ, normal: m·g·cos θ

Method

  1. Draw a free-body diagram with every force on the body.
  2. Choose a positive direction along the motion.
  3. Split forces into components along and perpendicular to the motion (on a slope: m·g·sin θ along, m·g·cos θ into the slope).
  4. Apply ΣF = m·a along the motion; friction is μ·N against the motion.

Projectile motion

Components
vx = v0cos θ, vy = v0sin θ
Position
x = vxt, y = h + vyt − ½gt²
Maximum height
H = h + vy²/(2g)
Range (level ground)
R = v0²·sin 2θ/g

Method

  1. Split the launch velocity into components: vx = v₀·cos θ and vy = v₀·sin θ.
  2. The horizontal motion has constant speed; the vertical motion has acceleration −g.
  3. Find the time of flight from the vertical motion.
  4. Use that time in the horizontal motion to find the range.

Work & energy

Kinetic energy
Ek = ½mv²
Potential energy
Ep = mgh
Energy balance
Ek1 + Ep1 + W = Ek2 + Ep2 + losses
Work of friction
W = μ·N·d
Power
P = W/t

Momentum & collisions

Momentum
p = m·v
Conservation
Σm·v (before) = Σm·v (after)
Perfectly inelastic
v′ = (m1v1 + m2v2)/(m1 + m2)
Impulse
J = F·Δt = m·Δv

Method

  1. Choose a positive direction and give each velocity its sign.
  2. Write the total momentum before: Σm·v.
  3. For a perfectly inelastic collision the bodies move together after; for an elastic one kinetic energy is also conserved.
  4. Set momentum before equal to momentum after and solve.

Hydrostatic force

Pressure at depth
p = ρgh
Force on a vertical wall
F = ρg·hc·A
Centre of pressure
yp = yc + Ic/(ycA)
Rectangle
Ic = bH³/12

Continuity & Bernoulli

Continuity
A1v1 = A2v2
Bernoulli
p1 + ½ρv1² + ρgz1 = p2 + ½ρv2² + ρgz2
Flow rate
Q = A·v
Circle area
A = πd²/4

Ideal gas law

Ideal gas law
pV = nRT
Gas constant
R = 8.314 J/(mol·K)
Combined gas law
p1V1/T1 = p2V2/T2
Moles
n = m/M
Temperature
T[K] = T[°C] + 273.15

Heat engines & refrigerators

Efficiency
η = W/QH = 1 − QC/QH
Carnot efficiency
ηC = 1 − TC/TH (kelvin)
Refrigerator COP
COPR = QC/W
Heat pump COP
COPHP = QH/W = COPR + 1
Energy balance
QH = W + QC

Waves, sound & optics

Wave speed
v = fλ, T = 1/f
String
v = √(T/μ), μ = m/L
Sound level
β = 10·log10(I/I0), I0 = 10⁻¹² W/m²
Point source
I = P/(4πr²)
Standing waves
string or open pipe fn = n·v/(2L); closed pipe fn = n·v/(4L), n odd
Doppler effect
f′ = f·(v ± vo)/(v ∓ vs)
Refractive index
n = c/v, λ = λ0/n
Snell’s law
n1sin θ1 = n2sin θ2
Critical angle
sin θc = n2/n1
Optical fibre
NA = sin θa = √(n1² − n2²)
Lenses and mirrors
1/f = 1/do + 1/di, m = −di/do, mirror f = R/2
Double slit
d·sin θ = mλ, ym = mλL/d
Grating
d = 1/N, d·sin θ = mλ, mmax ≤ d/λ
Single slit
a·sin θ = mλ (dark), w = 2λL/a

Method

  1. Identify the kind of problem: wave speed, sound level, standing wave, Doppler, refraction, lens or mirror, or interference.
  2. Write the relation first: v = fλ, β = 10·log(I/I₀), fₙ = n·v/(2L) or n·v/(4L), f′ = f(v ± vo)/(v ∓ vs), n₁sin θ₁ = n₂sin θ₂, 1/f = 1/d₀ + 1/dᵢ, d·sin θ = mλ.
  3. Convert units: nm, mm and cm to m, and check whether angles are measured from the normal.
  4. Check signs and plausibility: a virtual image has dᵢ < 0, an approaching source sounds higher, a closed pipe has only odd harmonics.

2Practice problems

1.KinematicsMedium
t (s)v (m/s)t = ?10

A car driving at 36 km/h brakes with a constant deceleration of 4.5 m/s² until it stops. How long does braking take? Find t.

v₀ = 36 km/ha = −4.5 m/s²v = 0
t = s
2.KinematicsHard
AB: 24 m/s40 m

Ball A is dropped from rest from a height of 40 m. At the same instant ball B is thrown straight up from the ground directly below at 24 m/s. Ignore air resistance and use g = 9.81 m/s². At what height y above the ground do they meet?

H = 40 mv0B = 24 m/sg = 9.81 m/s²
y = m
3.Newton’s lawsMedium
θ = 25°20 kgF = ?

A 20 kg box is pushed up a ramp at 25° to the horizontal at constant speed, by a force parallel to the ramp. The coefficient of kinetic friction is 0.25. Use g = 9.81 m/s². Find the pushing force F.

m = 20 kgθ = 25°μ = 0.25g = 9.81 m/s²
F = N
4.Newton’s lawsHard
m1​ = 2 kg6 kgμ = 0.3

A 2 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 6 kg mass. The coefficient of kinetic friction between block and table is 0.3. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 2 kgm2 = 6 kgμ = 0.3g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 40 m/sθ = ?R = 95 m

A ball is launched from level ground at 40 m/s and must land 95 m away. Ignore air resistance and use g = 9.81 m/s². Find the smaller of the two possible launch angles θ.

v₀ = 40 m/sR = 95 mg = 9.81 m/s²
θ = °
6.Projectile motionHard
h = 55 mv0​ = 18 m/s20°x = ?

A ball is launched at 20° above horizontal from the top of a 55 m cliff. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 18 m/sθ = 20°h = 55 mg = 9.81 m/s²
x = m
7.Work & energyMedium
30°L = 0.5 m0.2 kg

A 0.2 kg ball hangs on a light string of length 0.5 m. It is pulled aside until the string makes 30° with the vertical and released from rest. Find the tension T in the string when the ball passes the lowest point.

m = 0.2 kgL = 0.5 mθ = 30°g = 9.81 m/s²
T = N
8.Work & energyHard
k = 5000 N/m15°μ = 0.253 kg

A spring of stiffness 5000 N/m at the bottom of a 15° slope is compressed by 5 cm against a 3 kg block and released. The coefficient of kinetic friction between block and slope is 0.25. How far d up the slope does the block travel from the release point before it stops? (Ignore the short distance over which the spring pushes, i.e. take friction and gravity over the whole distance d.)

m = 3 kgk = 5000 N/mx = 5 cmθ = 15°μ = 0.25g = 9.81 m/s²
d = m
9.Momentum & collisionsMedium
9 kg56 m/s2 kgv′2​ = ?

An 11 kg projectile moving horizontally at 35 m/s explodes into two fragments that move along the same line. The 9 kg fragment continues forwards at 56 m/s. Find the velocity v′2 of the 2 kg fragment (positive in the original direction).

M = 11 kgu = 35 m/sm1 = 9 kgv′1 = 56 m/sm2 = 2 kg
v′2 = m/s
10.Momentum & collisionsHard
1700 kg15 m/s1100 kg17 m/sv′ = ?

At a crossing a 1700 kg car travelling east at 15 m/s collides with a 1100 kg car travelling north at 17 m/s. The cars lock together. Find the speed v′ of the wreck just after the collision.

m1 = 1700 kgv1 = 15 m/s (E)m2 = 1100 kgv2 = 17 m/s (N)
v′ = m/s
11.Hydrostatic forceMedium
gated = 1 mH = 2 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of water, with its top edge 1 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 1 mH = 2 mb = 2 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 2.5 mH = 1.5 m

A vertical rectangular gate 3 m wide sits in the wall of a tank of oil, with its top edge 2.5 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 2.5 mH = 1.5 mb = 3 mρ = 880 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 200 mm, p1​ = 140 kPad2​ = 100 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 200 mm to 100 mm. In the wide section the pressure is 140 kPa and the velocity is 0.5 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 200 mmd2 = 100 mmp1 = 140 kPav1 = 0.5 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 100 mm, p1​ = 360 kPad2​ = 50 mm, p2​ = ?Δz = 4 m

Water flows up through a pipe that narrows from 100 mm to 50 mm while rising 4 m. At section 1 the pressure is 360 kPa and the velocity is 1.5 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 100 mmd2 = 50 mmp1 = 360 kPav1 = 1.5 m/sΔz = 4 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
400 g of N₂V = 20 LT = 100 °CP = ?

A tank of 20 L contains 400 g of N₂ at 100 °C. Treat it as an ideal gas and find the pressure P.

m = 400 gM = 28.01 g/molV = 20 LT = 100 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
Ar, M = 39.95 g/molP = 450 kPaT = 80 °Cρ = ?

Find the density ρ of Ar at 450 kPa and 80 °C, treating it as an ideal gas.

M = 39.95 g/molP = 450 kPaT = 80 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 575 °CTL​ = 35 °CEQH​ = 2800 kJQL​W = ?

A heat engine works between a hot reservoir at 575 °C and a cold reservoir at 35 °C. It takes in 2800 kJ of heat. Find the most work Wmax it could possibly produce.

TH = 575 °CTL = 35 °CQH = 2800 kJ
Wmax = kJ
18.Heat engines & refrigeratorsHard
TH​ = 22 °CTL​ = 5 °CHPQ̇H​ = 7 kWQ̇L​Ẇ

A heat pump keeps a house at 22 °C while it is 5 °C outside, delivering 7 kW of heat to the house. Find the highest possible coefficient of performance COPmax.

TH = 22 °CTL = 5 °CQ̇H = 7 kW
COPmax =
19.Waves, sound & opticsMedium
FF2 cmdo​ = 4 cmf = 25 cm

An object 2 cm tall stands 4 cm in front of a thin converging lens with a focal length of 25 cm. Find the image height hi (negative for an inverted image).

ho = 2 cmdo = 4 cmf = 25 cm
hi = cm
20.Waves, sound & opticsHard
λ = 480 nmd = 0.4 mmL = 3 m

Light of wavelength 480 nm falls on two slits 0.4 mm apart. The screen is 3 m away. Find the spacing Δy between neighbouring bright fringes.

λ = 480 nmd = 0.4 mmL = 3 m
Δy = mm

3Solutions

1.Kinematics

Answer: t = 2.222 s

Motion with constant acceleration: v = v₀ + a·t, s = v₀·t + ½·a·t² and v² = v₀² + 2·a·s. Pick the equation that contains the three things you know and the one you want, and keep the signs consistent with one positive direction.

Units

v₀ = 36/3.6 = 10 m/s

Braking time

0 = v₀ − a·t → t = v₀/a = 10/4.5 = 2.222 s

Answer

t = 2.222 s
2.Kinematics

Answer: y = 26.38 m

Motion with constant acceleration: v = v₀ + a·t, s = v₀·t + ½·a·t² and v² = v₀² + 2·a·s. Pick the equation that contains the three things you know and the one you want, and keep the signs consistent with one positive direction.

Meeting time

Up is positive, the ground is y = 0.

40 − ½g·t² = 24·t − ½g·t² → t = 40/24 = 1.667 s

Meeting height

y = 24·1.667 − ½·9.81·1.667² = 26.38 m

Answer

y = 26.38 m
3.Newton’s laws

Answer: F = 127.4 N

Newton’s second law: the net force on a body equals its mass times its acceleration, ΣF = m·a. Draw a free-body diagram, choose a positive direction along the motion, and add every force in that direction: applied forces, friction μ·N against the motion, and the components of gravity.

Forces along the slope

Constant speed: the forces balance.

F = m·g·sin θ + μ·m·g·cos θ

Pushing force

F = 82.92 + 44.45 = 127.4 N

Answer

F = 127.4 N
4.Newton’s laws

Answer: T = 19.13 N

Newton’s second law: the net force on a body equals its mass times its acceleration, ΣF = m·a. Draw a free-body diagram, choose a positive direction along the motion, and add every force in that direction: applied forces, friction μ·N against the motion, and the components of gravity.

Acceleration of the system

a = (m2·g − μ·m1·g)/(m1 + m2) = (58.86 − 5.886)/8 = 6.622 m/s²

Tension from the block on the table

T − μ·m1·g = m1·a
T = 2·6.622 + 5.886 = 19.13 N

Answer

T = 19.13 N
5.Projectile motion

Answer: θ = 17.81 °

Projectile motion: with no air resistance, x = vxt and y = h + vyt − ½gt². The two directions are independent except that they share the same time.

Range formula

R = v₀²·sin 2θ/g → sin 2θ = 9.81·95/40² = 0.5825

Angle

2θ = 35.62° → θ = 17.81°

Answer

θ = 17.81°

The other solution is 90° − θ = 72.19°.

6.Projectile motion

Answer: x = 68.24 m

Projectile motion: with no air resistance, x = vxt and y = h + vyt − ½gt². The two directions are independent except that they share the same time.

Split the launch velocity

Horizontal velocity stays constant; vertical motion has a constant acceleration g = 9.81 m/s² downward.

vx = v0·cos θ = 18·cos 20° = 16.91 m/s
vy = v0·sin θ = 18·sin 20° = 6.156 m/s

Time in the air

Solve y(t) = h + vy·t − ½gt² = 0 for the positive root.

0 = 55 + 6.156·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (6.156 + √(37.9 + 1079))/9.81 = 4.034 s

Horizontal distance

x = vx·t = 16.91·4.034 = 68.24 m

Answer

x = 68.24 m
7.Work & energy

Answer: T = 2.488 N

Work–energy principle: the change in kinetic energy equals the work done by all forces. Writing gravity and springs as potential energy (mgh and ½kx²) turns this into a balance: initial energy = final energy + energy lost to friction (μN·d). On a circular path the net force towards the centre must equal mv²/r.

Speed at the bottom

v² = 2gL(1 − cos θ) = 2·9.81·0.5·(1 − cos 30°) = 1.314 m²/s²

Forces at the bottom

m·g = 0.2·9.81 = 1.962 N
T = mg + mv²/L = 1.962 + 0.2·1.314/0.5 = 2.488 N

Answer

T = 2.488 N

Check: T = mg(3 − 2cos θ) = 2.488 N.

8.Work & energy

Answer: d = 0.4245 m

Work–energy principle: the change in kinetic energy equals the work done by all forces. Writing gravity and springs as potential energy (mgh and ½kx²) turns this into a balance: initial energy = final energy + energy lost to friction (μN·d).

Spring energy

x = 5 cm = 0.05 m
½kx² = ½·5000·0.05² = 6.25 J

Energy balance along the slope

m·g = 3·9.81 = 29.43 N
½kx² = mg·d·(sin θ + μ·cos θ)
d = 6.25/(29.43·(0.2588 + 0.25·0.9659)) = 0.4245 m

Answer

d = 0.4245 m
9.Momentum & collisions

Answer: v′2 = −59.5 m/s

Conservation of momentum: when no external force acts during a collision, the total momentum Σm·v before equals the total after. Velocities have a direction, so pick a positive direction and give velocities the other way a minus sign. In an elastic collision kinetic energy is conserved too; in a perfectly inelastic one the bodies stick together.

Momentum before

p = M·u = 11·35 = 385 kg·m/s

Momentum after

385 = 9·56 + 2·v′2
v′2 = (385 − 504)/2 = −59.5 m/s

Answer

v′2 = −59.5 m/s

The minus sign means the second fragment flies backwards.

10.Momentum & collisions

Answer: v′ = 11.29 m/s

Conservation of momentum: when no external force acts during a collision, the total momentum Σm·v before equals the total after. Velocities have a direction, so pick a positive direction and give velocities the other way a minus sign. In an elastic collision kinetic energy is conserved too; in a perfectly inelastic one the bodies stick together.

Momentum components

px = 1700·15 = 25500 kg·m/s
py = 1100·17 = 18700 kg·m/s

Speed of the wreck

v′ = √(px² + py²)/(m1 + m2) = 31622/2800 = 11.29 m/s

Answer

v′ = 11.29 m/s
11.Hydrostatic force

Answer: F = 78.48 kN

Hydrostatic force on a plane surface: F = ρ·g·yc·A. It acts at the centre of pressure, ycp = yc + Ic/(ycA), which always lies below the centroid.

Centroid depth and area

yc = d + H/2 = 1 + 2/2 = 2 m
A = H·b = 2·2 = 4 m²
gated = 1 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2·4 = 78.48 kN

Answer

F = 78.48 kN
12.Hydrostatic force

Answer: ycp = 3.308 m

Hydrostatic force on a plane surface: F = ρ·g·yc·A. It acts at the centre of pressure, ycp = yc + Ic/(ycA), which always lies below the centroid.

Centroid depth and area

yc = d + H/2 = 2.5 + 1.5/2 = 3.25 m
A = H·b = 1.5·3 = 4.5 m²
gated = 2.5 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 880·9.81·3.25·4.5 = 126.3 kN

Centre of pressure

Pressure grows with depth, so the resultant acts below the centroid.

Ic = b·H³/12 = 3·1.5³/12 = 0.8438 m⁴
ycp = yc + Ic/(yc·A) = 3.25 + 0.8438/(3.25·4.5) = 3.308 m

Answer

ycp = 3.308 m
13.Continuity & Bernoulli

Answer: p2 = 138.1 kPa

Continuity and Bernoulli: for an incompressible fluid the flow rate is the same at every section, Q = A₁v₁ = A₂v₂. Along a streamline without losses, p + ½ρv² + ρgz is constant, so where the fluid is faster or higher its pressure is lower.

Continuity and Bernoulli

Work in Pa, then divide by 1000 to get kPa.

v2 = v1·(d1/d2)² = 0.5·(200/100)² = 2 m/s
½ρ(v1² − v2²) = ½·1000·(0.5² − 2²)/1000 = −1.875 kPa
p2 = p1 + ½ρ(v1² − v2²) = 140 + (−1.875) = 138.1 kPa

Answer

p2 = 138.1 kPa
14.Continuity & Bernoulli

Answer: p2 = 303.9 kPa

Continuity and Bernoulli: for an incompressible fluid the flow rate is the same at every section, Q = A₁v₁ = A₂v₂. Along a streamline without losses, p + ½ρv² + ρgz is constant, so where the fluid is faster or higher its pressure is lower.

Continuity and Bernoulli

Work in Pa, then divide by 1000 to get kPa.

v2 = v1·(d1/d2)² = 1.5·(100/50)² = 6 m/s
½ρ(v1² − v2²) = ½·1000·(1.5² − 6²)/1000 = −16.88 kPa
ρgΔz = 1000·9.81·4/1000 = 39.24 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 360 + (−16.88) − 39.24 = 303.9 kPa

Answer

p2 = 303.9 kPa
15.Ideal gas law

Answer: P = 2215 kPa

Ideal gas law: PV = nRT, with n = m/M.

Moles

n = m/M = 400/28.01 = 14.28 mol
T = 100 + 273.15 = 373.1 K

Pressure

P = nRT/V = 14.28·8.314·373.1/0.02 = 2215 kPa

Answer

P = 2215 kPa
16.Ideal gas law

Answer: ρ = 6.123 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 80 + 273.15 = 353.1 K

Density

ρ = 450·39.95/(8.314·353.1) = 6.123 kg/m³

Answer

ρ = 6.123 kg/m³
17.Heat engines & refrigerators

Answer: Wmax = 1783 kJ

Second-law limits: no cycle working between reservoirs at absolute temperatures TH and TL can beat the reversible (Carnot) cycle: ηmax = 1 − TL/TH, COPR,max = TL/(TH − TL) and COPHP,max = TH/(TH − TL). Energy is always conserved: QH = W + QL.

Absolute temperatures

TH = 575 + 273.15 = 848.1 K
TL = 35 + 273.15 = 308.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 308.1/848.1 = 63.67 %

Maximum work

Wmax = ηmax·QH = 0.6367·2800 = 1783 kJ

Answer

Wmax = 1783 kJ
18.Heat engines & refrigerators

Answer: COPmax = 17.36

Second-law limits: no cycle working between reservoirs at absolute temperatures TH and TL can beat the reversible (Carnot) cycle: ηmax = 1 − TL/TH, COPR,max = TL/(TH − TL) and COPHP,max = TH/(TH − TL). Energy is always conserved: QH = W + QL.

Absolute temperatures

TH = 22 + 273.15 = 295.1 K
TL = 5 + 273.15 = 278.1 K

Best possible COP

COPHP,max = TH/(TH − TL) = 295.1/(295.1 − 278.1) = 17.36

Answer

COPmax = 17.36
19.Waves, sound & optics

Answer: hi = 2.381 cm

Geometric optics: at a boundary, n₁·sin θ₁ = n₂·sin θ₂ (Snell's law), with angles measured from the normal and n = c/v. Going into a slower medium the ray bends towards the normal. From a denser medium (n₁ > n₂) beyond the critical angle θc = arcsin(n₂/n₁) all light is reflected: total internal reflection. Thin lenses and spherical mirrors obey 1/f = 1/do + 1/di with the magnification m = −di/do. Sign convention: f > 0 for a converging lens and a concave mirror (f = R/2), f < 0 for a diverging lens and a convex mirror; di > 0 for a real image, di < 0 for a virtual one, and m < 0 for an inverted image.

Thin-lens equation

1/di = 1/f − 1/do = 1/25 − 1/4
di = −4.762 cm
FF4 cmf = 25 cm

Magnification and height

m = −(−4.762)/4 = 1.19
hi = 1.19·2 = 2.381 cm

Answer

hi = 2.381 cm
20.Waves, sound & optics

Answer: Δy = 3.6 mm

Interference and diffraction: light from two slits a distance d apart reaches a point on the screen with a path difference d·sin θ. Bright fringes appear where d·sin θ = mλ (m = 0, ±1, ±2, …). For a screen at distance L ≫ d, the m-th bright fringe is at y = mλL/d and the fringe spacing is Δy = λL/d. A grating with N lines per millimetre has d = 1/N and sharp maxima at d·sin θ = mλ; since sin θ ≤ 1, the highest order is the largest whole number m ≤ d/λ. A single slit of width a has dark fringes at a·sin θ = mλ, m = ±1, ±2, …

Fringe spacing

Δy = λL/d = 480 × 10⁻⁹·3/(0.4 × 10⁻³) = 3.6 mm

Answer

Δy = 3.6 mm

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