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 = ?33.33

A car driving at 120 km/h brakes with a constant deceleration of 7.5 m/s² until it stops. How long does braking take? Find t.

v₀ = 120 km/ha = −7.5 m/s²v = 0
t = s
2.KinematicsHard
v₀ = 14 m/s25 m

A ball is thrown straight up at 14 m/s from the edge of a roof 25 m above the ground. Ignore air resistance and use g = 9.81 m/s². Find the greatest height hmax above the ground.

v₀ = 14 m/sh₀ = 25 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
15 kg40°F = 150 Nμ = 0.1

A 15 kg sled is pulled across level snow by a rope at 40° above the horizontal with a force of 150 N. The coefficient of kinetic friction is 0.1. Use g = 9.81 m/s². Find the acceleration a of the sled.

m = 15 kgF = 150 Nθ = 40°μ = 0.1g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 3.5 kg5 kgno friction

A 3.5 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 5 kg mass. The table is frictionless. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 3.5 kgm2 = 5 kgμ = 0g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 34 m/s35°range

A ball is launched at 35° above horizontal from level ground. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 34 m/sθ = 35°g = 9.81 m/s²
t = s
6.Projectile motionHard
h = 20 mv0​ = 20 m/s50°x = ?

A ball is launched at 50° above horizontal from the top of a 20 m cliff. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 20 m/sθ = 50°h = 20 mg = 9.81 m/s²
x = m
7.Work & energyMedium
0.5 kgk = 400 N/mh = ?

A toy launcher has a vertical spring of stiffness 400 N/m. A 0.5 kg ball is placed on it and the spring is compressed by 10 cm, then released. Ignoring air resistance and the spring’s mass, find the height h the ball rises, measured from its position when the spring was compressed.

m = 0.5 kgk = 400 N/mx = 10 cmg = 9.81 m/s²
h = m
8.Work & energyHard
k = 2000 N/m15°μ = 0.23 kg

A spring of stiffness 2000 N/m at the bottom of a 15° slope is compressed by 15 cm against a 3 kg block and released. The coefficient of kinetic friction between block and slope is 0.2. 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 = 2000 N/mx = 15 cmθ = 15°μ = 0.2g = 9.81 m/s²
d = m
9.Momentum & collisionsMedium
1 kg11 m/s4.5 kg

A 1 kg glider moving at 11 m/s makes a perfectly elastic head-on collision with a 4.5 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 = 1 kgm2 = 4.5 kgv1 = 11 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
28 m/s8 m/s

A 0.6 kg ball hits a wall at 28 m/s and bounces straight back at 8 m/s. The contact lasts 20 ms. Find the average force Favg of the wall on the ball.

m = 0.6 kgvin = 28 m/svout = 8 m/sΔt = 20 ms
Favg = N
11.Hydrostatic forceMedium
gated = 3 mH = 2.5 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of water, with its top edge 3 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 3 mH = 2.5 mb = 1 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 1 mH = 1 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of oil, with its top edge 1 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 1 mH = 1 mb = 1 mρ = 880 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
d1​ = 100 mmd2​ = 60 mm12p1​ − p2​ = 19 kPaQ = ?

Water flows through a horizontal venturi meter with an inlet diameter of 100 mm and a throat diameter of 60 mm. The pressure at the inlet is 19 kPa higher than at the throat. Ignoring losses, find the flow rate Q.

d1 = 100 mmd2 = 60 mmp1 − p2 = 19 kPaρ = 1000 kg/m³
Q = L/s
14.Continuity & BernoulliHard
d1​ = 150 mmd2​ = 75 mm12Δh = 260 mmmercuryQ = ?

A horizontal venturi meter (inlet 150 mm, throat 75 mm) carries water. A mercury U-tube manometer connected between the inlet and the throat shows a level difference of 260 mm. The discharge coefficient is 0.98. 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 = 150 mmd2 = 75 mmΔh = 260 mmCd = 0.98ρHg = 13 600 kg/m³g = 9.81 m/s²
Q = L/s
15.Ideal gas lawMedium
500 g of N₂V = 50 LT = 50 °CP = ?

A tank of 50 L contains 500 g of N₂ at 50 °C. Treat it as an ideal gas and find the pressure P.

m = 500 gM = 28.01 g/molV = 50 LT = 50 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
State 1State 2

A fixed amount of CH₄ goes from 400 kPa, 5 L, 20 °C to 100 kPa and 120 °C. Find the new volume V2.

P1 = 400 kPaV1 = 5 LT1 = 20 °CP2 = 100 kPaT2 = 120 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 350 °CTL​ = 10 °CEQH​QL​η = 22%

A heat engine receives heat from a source at 350 °C and rejects heat to the surroundings at 10 °C. Its actual thermal efficiency is 22%. Find its second-law efficiency ηII, the ratio of the actual efficiency to the Carnot efficiency.

TH = 350 °CTL = 10 °Cη = 22%
ηII = %
18.Heat engines & refrigeratorsHard
TH​ = 750 °CT0​ = 27 °CTL​ = 0 °CERWQ̇H​ = 90 kWQ̇L​ = ?

A Carnot heat engine receives 90 kW of heat from a source at 750 °C and rejects heat to the surroundings at 27 °C. All of its work drives a Carnot refrigerator that removes heat from a freezer at 0 °C and also rejects heat to the surroundings at 27 °C. Find the rate Q̇L at which heat is removed from the freezer.

TH = 750 °CT0 = 27 °CTL = 0 °CQ̇H = 90 kW
Q̇L = kW
19.Waves, sound & opticsMedium
L = 0.4 mn = 3

A pipe open at both ends is 0.4 m long. The speed of sound is 343 m/s. Find the frequency f3 of its harmonic number 3.

v = 343 m/sn = 3L = 0.4 m
f3 = Hz
20.Waves, sound & opticsHard
λ = 600 nmd = 0.1 mmL = 2.5 my = ?

Light of wavelength 600 nm falls on two slits 0.1 mm apart. The screen is 2.5 m away. Find the distance y5 from the central bright fringe to bright fringe number 5.

λ = 600 nmd = 0.1 mmL = 2.5 mm = 5
y5 = mm

3Solutions

1.Kinematics

Answer: t = 4.444 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 = 120/3.6 = 33.33 m/s

Braking time

0 = v₀ − a·t → t = v₀/a = 33.33/7.5 = 4.444 s

Answer

t = 4.444 s
2.Kinematics

Answer: hmax = 34.99 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.

Rise above the roof

0 = v₀² − 2·g·Δh → Δh = 14²/(2·9.81) = 9.99 m

Height above the ground

hmax = 25 + 9.99 = 34.99 m

Answer

hmax = 34.99 m
3.Newton’s laws

Answer: a = 7.322 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 = 147.2 − 150·sin 40° = 50.73 N

Horizontal forces

m·a = F·cos θ − μ·N = 114.9 − 5.073
a = 109.8/15 = 7.322 m/s²

Answer

a = 7.322 m/s²
4.Newton’s laws

Answer: a = 5.771 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.

Acceleration of the system

a = (m2·g − μ·m1·g)/(m1 + m2) = (49.05 − 0)/8.5 = 5.771 m/s²

Answer

a = 5.771 m/s²
5.Projectile motion

Answer: t = 3.976 s

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 = 34·cos 35° = 27.85 m/s
vy = v0·sin θ = 34·sin 35° = 19.5 m/s

Time in the air

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

t = 2·19.5/9.81 = 3.976 s

Answer

t = 3.976 s
6.Projectile motion

Answer: x = 52.9 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 = 20·cos 50° = 12.86 m/s
vy = v0·sin θ = 20·sin 50° = 15.32 m/s

Time in the air

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

0 = 20 + 15.32·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (15.32 + √(234.7 + 392.4))/9.81 = 4.115 s

Horizontal distance

x = vx·t = 12.86·4.115 = 52.9 m

Answer

x = 52.9 m
7.Work & energy

Answer: h = 0.4077 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 = 10 cm = 0.1 m
½kx² = ½·400·0.1² = 2 J

Height

m·g = 0.5·9.81 = 4.905 N
h = ½kx²/(mg) = 2/4.905 = 0.4077 m

Answer

h = 0.4077 m
8.Work & energy

Answer: d = 1.691 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 = 15 cm = 0.15 m
½kx² = ½·2000·0.15² = 22.5 J

Energy balance along the slope

m·g = 3·9.81 = 29.43 N
½kx² = mg·d·(sin θ + μ·cos θ)
d = 22.5/(29.43·(0.2588 + 0.2·0.9659)) = 1.691 m

Answer

d = 1.691 m
9.Momentum & collisions

Answer: v′1 = −7 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 = (1 − 4.5)/(1 + 4.5)·11 = −7 m/s
v′2 = 2·1/(1 + 4.5)·11 = 4 m/s

Answer

v′1 = −7 m/s

The minus sign means the first glider bounces back.

10.Momentum & collisions

Answer: Favg = 1080 N

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.

Change in momentum

J = m·Δv = 0.6·(8 + 28) = 21.6 N·s

Average force

Favg = J/Δt = 21.6/0.02 = 1080 N

Answer

Favg = 1080 N
11.Hydrostatic force

Answer: F = 104.2 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 = 3 + 2.5/2 = 4.25 m
A = H·b = 2.5·1 = 2.5 m²
gated = 3 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·4.25·2.5 = 104.2 kN

Answer

F = 104.2 kN
12.Hydrostatic force

Answer: ycp = 1.556 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 = 1 + 1/2 = 1.5 m
A = H·b = 1·1 = 1 m²
gated = 1 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 880·9.81·1.5·1 = 12.95 kN

Centre of pressure

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

Ic = b·H³/12 = 1·1³/12 = 0.08333 m⁴
ycp = yc + Ic/(yc·A) = 1.5 + 0.08333/(1.5·1) = 1.556 m

Answer

ycp = 1.556 m
13.Continuity & Bernoulli

Answer: Q = 18.68 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.

Continuity

v1 = v2·(60/100)² = 0.36·v2

Bernoulli between inlet and throat

The pipe is horizontal, so only pressure and velocity change.

p1 − p2 = ½ρv2²(1 − β⁴)
v2 = √(2·19000/(1000·(1 − 0.1296))) = 6.607 m/s
v1 = 2.379 m/s

Flow rate

Q = A2·v2 = 0.002827·6.607 = 0.01868 m³/s = 18.68 L/s

Answer

Q = 18.68 L/s
14.Continuity & Bernoulli

Answer: Q = 35.85 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)·9.81·0.26 = 32138 Pa

Throat velocity

Continuity and Bernoulli together give the ideal throat velocity.

β = 75/150 = 0.5
v2 = √(2·32138/(1000·(1 − 0.0625))) = 8.28 m/s

Actual flow rate

Q = Cd·A2·v2 = 0.98·0.004418·8.28 = 0.03585 m³/s = 35.85 L/s

Answer

Q = 35.85 L/s
15.Ideal gas law

Answer: P = 959.2 kPa

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

Moles

n = m/M = 500/28.01 = 17.85 mol
T = 50 + 273.15 = 323.1 K

Pressure

P = nRT/V = 17.85·8.314·323.1/0.05 = 959.2 kPa

Answer

P = 959.2 kPa
16.Ideal gas law

Answer: V2 = 26.82 L

Combined gas law: for a fixed amount of ideal gas, P1V1/T1 = P2V2/T2.

Absolute temperatures

T1 = 293.1 K, T2 = 393.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 5·(400/100)·(393.1/293.1) = 26.82 L

Answer

V2 = 26.82 L
17.Heat engines & refrigerators

Answer: ηII = 40.32 %

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 = 350 + 273.15 = 623.1 K
TL = 10 + 273.15 = 283.1 K

Carnot efficiency

ηCarnot = 1 − 283.1/623.1 = 54.56 %

Second-law efficiency

ηII = η/ηCarnot = 22/54.56 = 40.32 %

Answer

ηII = 40.32 %
18.Heat engines & refrigerators

Answer: Q̇L = 643.4 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 = 750 + 273.15 = 1023 K
T0 = 27 + 273.15 = 300.1 K
TL = 0 + 273.15 = 273.1 K

Engine work

η = 1 − 300.1/1023 = 0.7066
Ẇ = 0.7066·90 = 63.6 kW

Heat removed by the refrigerator

COPR = 273.1/(300.1 − 273.1) = 10.12
Q̇L = 10.12·63.6 = 643.4 kW

Answer

Q̇L = 643.4 kW
19.Waves, sound & optics

Answer: f3 = 1286 Hz

Standing waves and the Doppler effect: a string fixed at both ends, or a pipe open at both ends, fits whole half-wavelengths: L = nλ/2, fn = n·v/(2L), n = 1, 2, 3, … A pipe closed at one end has a node at the closed end and an antinode at the open end: L = nλ/4 with odd n only, fn = n·v/(4L). When source or observer move along the line between them, f′ = f·(v ± vo)/(v ∓ vs): use the upper signs for motion towards each other. Two waves of nearly equal frequency beat at |f₁ − f₂|.

Wavelength of this mode

λ = 2L/n = 2·0.4/3 = 0.2667 m

Frequency

f = v/λ = 343/0.2667 = 1286 Hz

Answer

f3 = 1286 Hz
20.Waves, sound & optics

Answer: y5 = 75 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 = 600 × 10⁻⁹·2.5/(0.1 × 10⁻³) = 15 mm

Fringe number 5

y5 = 5·15 = 75 mm

Answer

y5 = 75 mm

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