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)1.1 s10

A driver moving at 36 km/h sees an obstacle. Her reaction time is 1.1 s, after which the car brakes with a constant deceleration of 7.5 m/s². Find the total stopping distance d from the moment she sees the obstacle.

v₀ = 36 km/htr = 1.1 sa = −7.5 m/s²
d = m
2.KinematicsHard
d = ?

A stone is dropped from rest into a well. The splash is heard 3.8 s after the stone is released. The speed of sound is 343 m/s; ignore air resistance and use g = 9.81 m/s². Find the depth d of the well.

ttotal = 3.8 svsound = 343 m/sg = 9.81 m/s²
d = m
3.Newton’s lawsMedium
θ = 30°a = ?m = 14 kg

A 14 kg block slides down a slope at 30° to the horizontal. The coefficient of kinetic friction is 0.3. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 14 kgθ = 30°μ = 0.3g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 7 kg3 kgμ = 0.25

A 7 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 3 kg mass. The coefficient of kinetic friction between block and table is 0.25. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 7 kgm2 = 3 kgμ = 0.25g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 26 m/s20°range

A ball is launched at 20° above horizontal from level ground. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 26 m/sθ = 20°g = 9.81 m/s²
t = s
6.Projectile motionHard
7 mv0​ = 32 m/s60°x = ?

A ball is thrown from ground level at 32 m/s and 60° above the horizontal. It lands on the flat roof of a building 7 m high, on its way down. Ignore air resistance and use g = 9.81 m/s². Find the horizontal distance x from the launch point to where it lands.

v₀ = 32 m/sθ = 60°hroof = 7 mg = 9.81 m/s²
x = m
7.Work & energyMedium
30°d = 8 mμ = 0.35

A block slides from rest down a slope at 30° to the horizontal. The coefficient of kinetic friction is 0.35. Find its speed v after it has slid 8 m along the slope.

θ = 30°μ = 0.35d = 8 mg = 9.81 m/s²
v = m/s
8.Work & energyHard
F = 105 N20°μ = 0.120 kg

A 20 kg block starts from rest at the bottom of a 20° slope and is pulled up the slope by a constant force of 105 N parallel to the slope. The coefficient of kinetic friction is 0.1. Find the speed v of the block after it has moved 9 m up the slope.

m = 20 kgF = 105 Nθ = 20°μ = 0.1d = 9 mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
0.5 kg6 m/s4.5 kg

A 0.5 kg glider moving at 6 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 = 0.5 kgm2 = 4.5 kgv1 = 6 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
3 kgv = ?15 g40°L = 0.8 m

A 15 g bullet is fired horizontally into a 3 kg block hanging from light strings 0.8 m long, and stays in it. The strings swing out to a largest angle of 40° from the vertical. Use g = 9.81 m/s². Find the speed v of the bullet before impact.

m = 15 gM = 3 kgL = 0.8 mθ = 40°g = 9.81 m/s²
v = m/s
11.Hydrostatic forceMedium
gated = 2.5 mH = 2.5 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of water, with its top edge 2.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 2.5 mH = 2.5 mb = 2 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 2.5 mH = 3 m

A vertical rectangular gate 1.5 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 = 3 mb = 1.5 mρ = 880 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 150 mm, p1​ = 190 kPad2​ = 100 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 150 mm to 100 mm. In the wide section the pressure is 190 kPa and the velocity is 2.5 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 150 mmd2 = 100 mmp1 = 190 kPav1 = 2.5 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 75 mm, p1​ = 240 kPad2​ = 50 mm, p2​ = ?Δz = 2 m

Water flows up through a pipe that narrows from 75 mm to 50 mm while rising 2 m. At section 1 the pressure is 240 kPa and the velocity is 0.75 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 75 mmd2 = 50 mmp1 = 240 kPav1 = 0.75 m/sΔz = 2 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
220 g of CO₂V = 10 LT = 60 °CP = ?

A tank of 10 L contains 220 g of CO₂ at 60 °C. Treat it as an ideal gas and find the pressure P.

m = 220 gM = 44.01 g/molV = 10 LT = 60 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
N₂, M = 28.01 g/molP = 950 kPaT = 140 °Cρ = ?

Find the density ρ of N₂ at 950 kPa and 140 °C, treating it as an ideal gas.

M = 28.01 g/molP = 950 kPaT = 140 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 30 °CTL​ = 4 °CRQ̇H​ = ?Q̇L​ = 1 kWẆ

A reversible refrigerator keeps a cold room at 4 °C by removing 1 kW of heat, and rejects heat to the surroundings at 30 °C. Find the rate Q̇H at which it rejects heat.

TL = 4 °CTH = 30 °CQ̇L = 1 kW
Q̇H = kW
18.Heat engines & refrigeratorsHard
TH​ = 21 °CTL​ = -5 °CHPQ̇H​ = 7 kWQ̇L​Ẇ = ?

A heat pump keeps a house at 21 °C while it is -5 °C outside, delivering 7 kW of heat to the house. Find the minimum power input Ẇmin.

TH = 21 °CTL = -5 °CQ̇H = 7 kW
Ẇmin = kW
19.Waves, sound & opticsMedium
S30 m/sO5 m/sf = 600 Hz

A source of 600 Hz moving at 30 m/s and an observer moving at 5 m/s approach each other. The speed of sound is 343 m/s. Find the frequency f′ that the observer hears.

f = 600 Hzv = 343 m/svs = 30 m/svo = 5 m/s
f′ = Hz
20.Waves, sound & opticsHard
λ = 500 nma = 0.12 mmL = 2.5 m

Light of wavelength 500 nm passes through a single slit 0.12 mm wide. Find the width w of the central bright maximum on a screen 2.5 m away (between the first dark fringes on either side).

λ = 500 nma = 0.12 mmL = 2.5 m
w = mm

3Solutions

1.Kinematics

Answer: d = 17.67 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.

Units

v₀ = 36/3.6 = 10 m/s

Reaction distance

d1 = v₀·tr = 10·1.1 = 11 m

Braking distance

d2 = v₀²/(2a) = 10²/(2·7.5) = 6.667 m

Total

d = 11 + 6.667 = 17.67 m

Answer

d = 17.67 m
2.Kinematics

Answer: d = 64.04 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.

Two parts of the time

½·9.81·t₁² = 343·(3.8 − t₁)
4.905·t₁² + 343·t₁ − 1303 = 0

Fall time

Only the positive root is physical.

t₁ = (−343 + √(343² + 4·4.905·1303))/(2·4.905) = 3.613 s

Depth

d = ½·9.81·3.613² = 64.04 m

Answer

d = 64.04 m
3.Newton’s laws

Answer: a = 2.356 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.

Forces along the slope

Down the slope is positive.

m·a = m·g·sin θ − μ·m·g·cos θ

Acceleration

a = 9.81·(sin 30° − 0.3·cos 30°) = 9.81·(0.5 − 0.2598) = 2.356 m/s²

Answer

a = 2.356 m/s²
4.Newton’s laws

Answer: T = 25.75 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) = (29.43 − 17.17)/10 = 1.226 m/s²

Tension from the block on the table

T − μ·m1·g = m1·a
T = 7·1.226 + 17.17 = 25.75 N

Answer

T = 25.75 N
5.Projectile motion

Answer: t = 1.813 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 = 26·cos 20° = 24.43 m/s
vy = v0·sin θ = 26·sin 20° = 8.893 m/s

Time in the air

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

t = 2·8.893/9.81 = 1.813 s

Answer

t = 1.813 s
6.Projectile motion

Answer: x = 86.16 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

vx = 16 m/s, vy = 27.71 m/s

Time to land on the roof

Larger root: the ball is descending.

7 = 27.71·t − 4.905·t²
t = (27.71 + √(27.71² − 2·9.81·7))/9.81 = 5.385 s

Horizontal distance

x = vx·t = 16·5.385 = 86.16 m

Answer

x = 86.16 m
7.Work & energy

Answer: v = 5.559 m/s

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 balance along the slope

The block drops a height d·sin θ while friction removes μmg·cos θ·d. The mass cancels.

½v² = g·d·(sin θ − μ·cos θ)
v = √(2·9.81·8·(0.5 − 0.35·0.866)) = 5.559 m/s

Answer

v = 5.559 m/s
8.Work & energy

Answer: v = 4.185 m/s

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).

Forces along the slope

m·g = 20·9.81 = 196.2 N
mg·sin θ = 67.1 N
μ·mg·cos θ = 18.44 N

Work–energy

½mv² = (105 − 85.54)·9 = 175.1 J
v = √(2·175.1/20) = 4.185 m/s

Answer

v = 4.185 m/s
9.Momentum & collisions

Answer: v′1 = −4.8 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 = (0.5 − 4.5)/(0.5 + 4.5)·6 = −4.8 m/s
v′2 = 2·0.5/(0.5 + 4.5)·6 = 1.2 m/s

Answer

v′1 = −4.8 m/s

The minus sign means the first glider bounces back.

10.Momentum & collisions

Answer: v = 385.2 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.

Rise of the block

h = L·(1 − cos θ) = 0.8·(1 − cos 40°) = 0.1872 m

Speed after impact

V = √(2·9.81·0.1872) = 1.916 m/s

Collision

v = (m + M)·V/m = 3.015·1.916/0.015 = 385.2 m/s

Answer

v = 385.2 m/s
11.Hydrostatic force

Answer: F = 183.9 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 = 2.5 + 2.5/2 = 3.75 m
A = H·b = 2.5·2 = 5 m²
gated = 2.5 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·3.75·5 = 183.9 kN

Answer

F = 183.9 kN
12.Hydrostatic force

Answer: ycp = 4.188 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 + 3/2 = 4 m
A = H·b = 3·1.5 = 4.5 m²
gated = 2.5 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 880·9.81·4·4.5 = 155.4 kN

Centre of pressure

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

Ic = b·H³/12 = 1.5·3³/12 = 3.375 m⁴
ycp = yc + Ic/(yc·A) = 4 + 3.375/(4·4.5) = 4.188 m

Answer

ycp = 4.188 m
13.Continuity & Bernoulli

Answer: p2 = 177.3 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 = 2.5·(150/100)² = 5.625 m/s
½ρ(v1² − v2²) = ½·1000·(2.5² − 5.625²)/1000 = −12.7 kPa
p2 = p1 + ½ρ(v1² − v2²) = 190 + (−12.7) = 177.3 kPa

Answer

p2 = 177.3 kPa
14.Continuity & Bernoulli

Answer: p2 = 219.2 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·(75/50)² = 1.688 m/s
½ρ(v1² − v2²) = ½·1000·(0.75² − 1.688²)/1000 = −1.143 kPa
ρgΔz = 1000·9.81·2/1000 = 19.62 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 240 + (−1.143) − 19.62 = 219.2 kPa

Answer

p2 = 219.2 kPa
15.Ideal gas law

Answer: P = 1385 kPa

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

Moles

n = m/M = 220/44.01 = 4.999 mol
T = 60 + 273.15 = 333.1 K

Pressure

P = nRT/V = 4.999·8.314·333.1/0.01 = 1385 kPa

Answer

P = 1385 kPa
16.Ideal gas law

Answer: ρ = 7.747 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 = 950·28.01/(8.314·413.1) = 7.747 kg/m³

Answer

ρ = 7.747 kg/m³
17.Heat engines & refrigerators

Answer: Q̇H = 1.094 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 = 30 + 273.15 = 303.1 K
TL = 4 + 273.15 = 277.1 K

Reversible heat ratio

Q̇H = Q̇L·TH/TL = 1·303.1/277.1 = 1.094 kW

Answer

Q̇H = 1.094 kW

Power input: Ẇ = 0.09381 kW.

18.Heat engines & refrigerators

Answer: Ẇmin = 0.6187 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 = 21 + 273.15 = 294.1 K
TL = -5 + 273.15 = 268.1 K

Best possible COP

COPHP,max = TH/(TH − TL) = 294.1/(294.1 − 268.1) = 11.31

Minimum power

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

Ẇmin = Q̇H/COP = 7/11.31 = 0.6187 kW

Answer

Ẇmin = 0.6187 kW
19.Waves, sound & optics

Answer: f′ = 667.1 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|.

Doppler formula

f′ = f·(v + vo)/(v − vs) = 600·(343 + 5)/(343 − 30)
f′ = 667.1 Hz

Answer

f′ = 667.1 Hz
20.Waves, sound & optics

Answer: w = 20.83 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, …

First dark fringe

y₁ = λL/a = 500 × 10⁻⁹·2.5/(0.12 × 10⁻³) = 10.42 mm

Width of the central maximum

w = 2y₁ = 20.83 mm

Answer

w = 20.83 mm

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