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
a = 3.5 m/s²s = 700 m

A plane starts from rest and accelerates uniformly at 3.5 m/s² along a runway. Find its speed v after 700 m.

v₀ = 0a = 3.5 m/s²s = 700 m
v = m/s
2.KinematicsHard
v₀ = 16 m/s35 m

A ball is thrown straight up at 16 m/s from the edge of a roof 35 m above the ground. Ignore air resistance and use g = 9.81 m/s². How long after the throw does it hit the ground? Find t.

v₀ = 16 m/sh₀ = 35 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
25 kg30°F = 200 Nμ = 0.3

A 25 kg sled is pulled across level snow by a rope at 30° above the horizontal with a force of 200 N. The coefficient of kinetic friction is 0.3. Use g = 9.81 m/s². Find the acceleration a of the sled.

m = 25 kgF = 200 Nθ = 30°μ = 0.3g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 6 kg1.5 kgμ = 0.1

A 6 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 1.5 kg mass. The coefficient of kinetic friction between block and table is 0.1. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 6 kgm2 = 1.5 kgμ = 0.1g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 10 m/s40°x = ?

A ball is launched at 40° above horizontal from level ground. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 10 m/sθ = 40°g = 9.81 m/s²
x = m
6.Projectile motionHard
h = 10 mv0​ = 25 m/s60°H = ?

A ball is launched at 25 m/s and 60° above the horizontal from the top of a 10 m cliff. Ignore air resistance and use g = 9.81 m/s². Find the greatest height H above the ground at the foot of the cliff.

v₀ = 25 m/sθ = 60°h = 10 mg = 9.81 m/s²
H = m
7.Work & energyMedium
40°L = 0.5 m5 kg

A 5 kg ball hangs on a light string of length 0.5 m. It is pulled aside until the string makes 40° with the vertical and released from rest. Find the tension T in the string when the ball passes the lowest point.

m = 5 kgL = 0.5 mθ = 40°g = 9.81 m/s²
T = N
8.Work & energyHard
h = 2.5 mL = 1 mμ = 0.2k = 2000 N/m

A 10 kg block is released from rest at height 2.5 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 1 m long (μ = 0.2) and then runs onto a spring (k = 2000 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 10 kgh = 2.5 mL = 1 mμ = 0.2k = 2000 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
3.5 kg12 m/s1 kg

A 3.5 kg glider moving at 12 m/s makes a perfectly elastic head-on collision with a 1 kg glider at rest on a frictionless track. Find the velocity v′1 of the first glider after the collision (positive in its original direction).

m1 = 3.5 kgm2 = 1 kgv1 = 12 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
1200 kgv1​ = ?1600 kg

A 1200 kg car runs into a parked 1600 kg car. The wrecks lock together and skid 14.5 m before stopping. The coefficient of kinetic friction between tyres and road is 0.8. Use g = 9.81 m/s². Find the speed v1 of the first car just before the collision.

m1 = 1200 kgm2 = 1600 kgd = 14.5 mμ = 0.8g = 9.81 m/s²
v1 = m/s
11.Hydrostatic forceMedium
gated = 2 mH = 3 m

A vertical rectangular gate 3 m wide sits in the wall of a tank of water, with its top edge 2 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 2 mH = 3 mb = 3 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 3 mH = 1.5 m

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of seawater, with its top edge 3 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 3 mH = 1.5 mb = 1.5 mρ = 1025 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 150 mm, p1​ = 100 kPad2​ = 40 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 150 mm to 40 mm. In the wide section the pressure is 100 kPa and the velocity is 0.75 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 150 mmd2 = 40 mmp1 = 100 kPav1 = 0.75 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
d1​ = 80 mmd2​ = 40 mm12Δh = 370 mmmercuryQ = ?

A horizontal venturi meter (inlet 80 mm, throat 40 mm) carries water. A mercury U-tube manometer connected between the inlet and the throat shows a level difference of 370 mm. The discharge coefficient is 0.97. Find the flow rate Q. Use ρ = 1000 kg/m³ for water, 13 600 kg/m³ for mercury and g = 9.81 m/s².

d1 = 80 mmd2 = 40 mmΔh = 370 mmCd = 0.97ρHg = 13 600 kg/m³g = 9.81 m/s²
Q = L/s
15.Ideal gas lawMedium
410 g of HeV = 10 LT = 90 °CP = ?

A tank of 10 L contains 410 g of He at 90 °C. Treat it as an ideal gas and find the pressure P.

m = 410 gM = 4.003 g/molV = 10 LT = 90 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
He, M = 4.003 g/molP = 550 kPaT = 140 °Cρ = ?

Find the density ρ of He at 550 kPa and 140 °C, treating it as an ideal gas.

M = 4.003 g/molP = 550 kPaT = 140 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 20 °CTL​ = -25 °CRQ̇H​ = ?Q̇L​ = 8 kWẆ

A reversible refrigerator keeps a cold room at -25 °C by removing 8 kW of heat, and rejects heat to the surroundings at 20 °C. Find the rate Q̇H at which it rejects heat.

TL = -25 °CTH = 20 °CQ̇L = 8 kW
Q̇H = kW
18.Heat engines & refrigeratorsHard
TH​ = 22 °CTL​ = 2 °CHPQ̇H​ = 11 kWQ̇L​Ẇ = ?

A heat pump keeps a house at 22 °C while it is 2 °C outside, delivering 11 kW of heat to the house. Find the minimum power input Ẇmin.

TH = 22 °CTL = 2 °CQ̇H = 11 kW
Ẇmin = kW
19.Waves, sound & opticsMedium
FFdo​ = 4 cmf = 12 cm

An object stands 4 cm in front of a thin converging lens with a focal length of 12 cm. Find the image distance di. Use the sign convention 1/f = 1/do + 1/di (f < 0 for a diverging lens, di < 0 for a virtual image).

do = 4 cmf = 12 cm
di = cm
20.Waves, sound & opticsHard
λ = 633 nmd = 0.25 mmL = 2 my = ?

Light of wavelength 633 nm falls on two slits 0.25 mm apart. The screen is 2 m away. Find the distance y4 from the central bright fringe to bright fringe number 4.

λ = 633 nmd = 0.25 mmL = 2 mm = 4
y4 = mm

3Solutions

1.Kinematics

Answer: v = 70 m/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.

Speed after the distance

v = √(2·a·s) = √(2·3.5·700) = 70 m/s

Answer

v = 70 m/s
(252 km/h)
2.Kinematics

Answer: t = 4.761 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.

Equation of motion

Up is positive and the ground is h₀ below the starting point.

−35 = 16·t − ½·9.81·t²
4.905·t² − 16·t − 35 = 0

Solve the quadratic

Only the positive root is physical.

t = (16 + √(16² + 2·9.81·35))/9.81 = 4.761 s

Answer

t = 4.761 s
3.Newton’s laws

Answer: a = 5.185 m/s²

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.

Normal force

N = m·g − F·sin θ = 245.3 − 200·sin 30° = 145.3 N

Horizontal forces

m·a = F·cos θ − μ·N = 173.2 − 43.57
a = 129.6/25 = 5.185 m/s²

Answer

a = 5.185 m/s²
4.Newton’s laws

Answer: T = 12.95 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) = (14.71 − 5.886)/7.5 = 1.177 m/s²

Tension from the block on the table

T − μ·m1·g = m1·a
T = 6·1.177 + 5.886 = 12.95 N

Answer

T = 12.95 N
5.Projectile motion

Answer: x = 10.04 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 = 10·cos 40° = 7.66 m/s
vy = v0·sin θ = 10·sin 40° = 6.428 m/s

Time in the air

Starting and landing at the same height: t = 2vy/g.

t = 2·6.428/9.81 = 1.31 s

Horizontal distance

x = vx·t = 7.66·1.31 = 10.04 m

Answer

x = 10.04 m
6.Projectile motion

Answer: H = 33.89 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.

Vertical launch speed

vy = 25·sin 60° = 21.65 m/s

Rise above the cliff

Δh = vy²/(2g) = 21.65²/(2·9.81) = 23.89 m

Height above the ground

H = 10 + 23.89 = 33.89 m

Answer

H = 33.89 m
7.Work & energy

Answer: T = 72 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 40°) = 2.295 m²/s²

Forces at the bottom

m·g = 5·9.81 = 49.05 N
T = mg + mv²/L = 49.05 + 5·2.295/0.5 = 72 N

Answer

T = 72 N

Check: T = mg(3 − 2cos θ) = 72 N.

8.Work & energy

Answer: x = 47.5 cm

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).

Energy left after the rough strip

The ramp is smooth, so only the strip removes energy.

mgh − μmgL = 98.1·(2.5 − 0.2·1) = 225.6 J

Maximum compression

½kx² = 225.6 → x = √(2·225.6/2000) = 0.475 m = 47.5 cm

Answer

x = 47.5 cm
9.Momentum & collisions

Answer: v′1 = 6.667 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.

Elastic collision with a target at rest

Solving momentum and energy conservation together gives these two results.

v′1 = (3.5 − 1)/(3.5 + 1)·12 = 6.667 m/s
v′2 = 2·3.5/(3.5 + 1)·12 = 18.67 m/s

Answer

v′1 = 6.667 m/s
10.Momentum & collisions

Answer: v1 = 35.2 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.

Speed after the collision

V = √(2·μ·g·d) = √(2·0.8·9.81·14.5) = 15.09 m/s

Momentum in the collision

m1·v1 = (m1 + m2)·V → v1 = 2800·15.09/1200 = 35.2 m/s

Answer

v1 = 35.2 m/s
(126.7 km/h)
11.Hydrostatic force

Answer: F = 309 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 = 2 + 3/2 = 3.5 m
A = H·b = 3·3 = 9 m²
gated = 2 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·3.5·9 = 309 kN

Answer

F = 309 kN
12.Hydrostatic force

Answer: ycp = 3.8 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 = 3 + 1.5/2 = 3.75 m
A = H·b = 1.5·1.5 = 2.25 m²
gated = 3 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1025·9.81·3.75·2.25 = 84.84 kN

Centre of pressure

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

Ic = b·H³/12 = 1.5·1.5³/12 = 0.4219 m⁴
ycp = yc + Ic/(yc·A) = 3.75 + 0.4219/(3.75·2.25) = 3.8 m

Answer

ycp = 3.8 m
13.Continuity & Bernoulli

Answer: p2 = 44.66 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 = 0.75·(150/40)² = 10.55 m/s
½ρ(v1² − v2²) = ½·1000·(0.75² − 10.55²)/1000 = −55.34 kPa
p2 = p1 + ½ρ(v1² − v2²) = 100 + (−55.34) = 44.66 kPa

Answer

p2 = 44.66 kPa
14.Continuity & Bernoulli

Answer: Q = 12.04 L/s

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.

Pressure difference from the manometer

Δp = (13600 − 1000)·9.81·0.37 = 45734 Pa

Throat velocity

Continuity and Bernoulli together give the ideal throat velocity.

β = 40/80 = 0.5
v2 = √(2·45734/(1000·(1 − 0.0625))) = 9.878 m/s

Actual flow rate

Q = Cd·A2·v2 = 0.97·0.001257·9.878 = 0.01204 m³/s = 12.04 L/s

Answer

Q = 12.04 L/s
15.Ideal gas law

Answer: P = 30924 kPa

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

Moles

n = m/M = 410/4.003 = 102.4 mol
T = 90 + 273.15 = 363.1 K

Pressure

P = nRT/V = 102.4·8.314·363.1/0.01 = 30924 kPa

Answer

P = 30924 kPa
16.Ideal gas law

Answer: ρ = 0.641 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 140 + 273.15 = 413.1 K

Density

ρ = 550·4.003/(8.314·413.1) = 0.641 kg/m³

Answer

ρ = 0.641 kg/m³
17.Heat engines & refrigerators

Answer: Q̇H = 9.451 kW

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 = 20 + 273.15 = 293.1 K
TL = -25 + 273.15 = 248.1 K

Reversible heat ratio

Q̇H = Q̇L·TH/TL = 8·293.1/248.1 = 9.451 kW

Answer

Q̇H = 9.451 kW

Power input: Ẇ = 1.451 kW.

18.Heat engines & refrigerators

Answer: Ẇmin = 0.7454 kW

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 = 2 + 273.15 = 275.1 K

Best possible COP

COPHP,max = TH/(TH − TL) = 295.1/(295.1 − 275.1) = 14.76

Minimum power

The least work is needed by a reversible machine, which has the highest COP.

Ẇmin = Q̇H/COP = 11/14.76 = 0.7454 kW

Answer

Ẇmin = 0.7454 kW
19.Waves, sound & optics

Answer: di = −6 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 = 1/12 − 1/4
di = −6 cm
FF4 cmf = 12 cm

Ray diagram

virtual, on the same side as the object

Answer

di = −6 cm
20.Waves, sound & optics

Answer: y4 = 20.26 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 = 633 × 10⁻⁹·2/(0.25 × 10⁻³) = 5.064 mm

Fringe number 4

y4 = 4·5.064 = 20.26 mm

Answer

y4 = 20.26 mm

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