Physics for Engineers: cram pack

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

New problemsBack to the course

In the print window, choose “Save as PDF” to keep a copy on your device.

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)1.667 s10

A car driving at 36 km/h brakes with a constant deceleration of 6 m/s² until it stops. Find the braking distance s.

v₀ = 36 km/ha = −6 m/s²v = 0
s = m
2.KinematicsHard
v₀ = 10 m/s5 m

A ball is thrown straight up at 10 m/s from the edge of a roof 5 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 = 10 m/sh₀ = 5 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
θ = 20°a = ?m = 13 kg

A 13 kg block slides down a slope at 20° to the horizontal. The coefficient of kinetic friction is 0.15. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 13 kgθ = 20°μ = 0.15g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 4.5 kg4.5 kgθ = 40°

A 4.5 kg block on a ramp at 40° is connected by a light string over a frictionless pulley at the top of the ramp to a hanging 4.5 kg mass. The hanging mass moves down. The coefficient of kinetic friction between block and ramp is 0.25. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 4.5 kgm2 = 4.5 kgθ = 40°μ = 0.25g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = ?25°R = 115 m

A ball is launched from level ground at 25° above the horizontal and lands 115 m away. Ignore air resistance and use g = 9.81 m/s². Find the launch speed v0.

θ = 25°R = 115 mg = 9.81 m/s²
v0 = m/s
6.Projectile motionHard
h = 60 mv0​ = 34 m/s25°x = ?

A ball is launched at 25° above horizontal from the top of a 60 m cliff. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 34 m/sθ = 25°h = 60 mg = 9.81 m/s²
x = m
7.Work & energyMedium
70°L = 0.8 m1 kg

A 1 kg ball hangs on a light string of length 0.8 m. It is pulled aside until the string makes 70° with the vertical and released from rest. Find the tension T in the string when the ball passes the lowest point.

m = 1 kgL = 0.8 mθ = 70°g = 9.81 m/s²
T = N
8.Work & energyHard
h = 5 mL = 5 mμ = 0.1k = 2000 N/m

A 0.5 kg block is released from rest at height 5 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 5 m long (μ = 0.1) and then runs onto a spring (k = 2000 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 0.5 kgh = 5 mL = 5 mμ = 0.1k = 2000 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
1 kg7 m/s0.5 kg

A 1 kg glider moving at 7 m/s makes a perfectly elastic head-on collision with a 0.5 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 = 0.5 kgv1 = 7 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
4 kgv = ?20 g10°L = 1.1 m

A 20 g bullet is fired horizontally into a 4 kg block hanging from light strings 1.1 m long, and stays in it. The strings swing out to a largest angle of 10° from the vertical. Use g = 9.81 m/s². Find the speed v of the bullet before impact.

m = 20 gM = 4 kgL = 1.1 mθ = 10°g = 9.81 m/s²
v = m/s
11.Hydrostatic forceMedium
gated = 2.5 mH = 1.5 m

A vertical rectangular gate 1.5 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 = 1.5 mb = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 2.5 mH = 2.5 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of seawater, 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 = 1025 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
d1​ = 150 mmd2​ = 75 mm12p1​ − p2​ = 55 kPaQ = ?

Water flows through a horizontal venturi meter with an inlet diameter of 150 mm and a throat diameter of 75 mm. The pressure at the inlet is 55 kPa higher than at the throat. Ignoring losses, find the flow rate Q.

d1 = 150 mmd2 = 75 mmp1 − p2 = 55 kPaρ = 1000 kg/m³
Q = L/s
14.Continuity & BernoulliHard
12d1​ = 100 mm, p1​ = 190 kPad2​ = 40 mm, p2​ = ?Δz = 5 m

Water flows up through a pipe that narrows from 100 mm to 40 mm while rising 5 m. At section 1 the pressure is 190 kPa and the velocity is 1.75 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 100 mmd2 = 40 mmp1 = 190 kPav1 = 1.75 m/sΔz = 5 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
180 g of N₂V = 5 LT = 60 °CP = ?

A tank of 5 L contains 180 g of N₂ at 60 °C. Treat it as an ideal gas and find the pressure P.

m = 180 gM = 28.01 g/molV = 5 LT = 60 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
State 1State 2

A fixed amount of CO₂ goes from 250 kPa, 20 L, 15 °C to 500 kPa and 200 °C. Find the new volume V2.

P1 = 250 kPaV1 = 20 LT1 = 15 °CP2 = 500 kPaT2 = 200 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 475 °CTL​ = ?EQH​ = 1500 kJQL​ = 608 kJW

A reversible (Carnot) heat engine takes in 1500 kJ of heat from a reservoir at 475 °C and rejects 608 kJ per cycle. Find the temperature TL of the cold reservoir in °C.

TH = 475 °CQH = 1500 kJQL = 608 kJ
TL = °C
18.Heat engines & refrigeratorsHard
TH​ = 400 °CTL​ = 40 °CEQH​ = 2400 kJQL​ = 1632 kJW = 768 kJ

A heat engine takes in 2400 kJ of heat from a reservoir at 400 °C, produces 768 kJ of work and rejects the rest to a reservoir at 40 °C, per cycle. Find the total entropy generated Sgen per cycle.

TH = 400 °CTL = 40 °CQH = 2400 kJW = 768 kJ
Sgen = kJ/K
19.Waves, sound & opticsMedium
90 dB?5 m50 m

A small source sends sound equally in all directions. The level is 90 dB at 5 m from it. Find the level β2 at 50 m, ignoring absorption and reflections.

β1 = 90 dBr1 = 5 mr2 = 50 m
β2 = dB
20.Waves, sound & opticsHard
λ = 450 nmd = 0.4 mmL = 1.2 my = ?

Light of wavelength 450 nm falls on two slits 0.4 mm apart. The screen is 1.2 m away. Find the distance y5 from the central bright fringe to bright fringe number 5.

λ = 450 nmd = 0.4 mmL = 1.2 mm = 5
y5 = mm

3Solutions

1.Kinematics

Answer: s = 8.333 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

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 10²/(2·6) = 8.333 m

Answer

s = 8.333 m
2.Kinematics

Answer: t = 2.454 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.

−5 = 10·t − ½·9.81·t²
4.905·t² − 10·t − 5 = 0

Solve the quadratic

Only the positive root is physical.

t = (10 + √(10² + 2·9.81·5))/9.81 = 2.454 s

Answer

t = 2.454 s
3.Newton’s laws

Answer: a = 1.972 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 20° − 0.15·cos 20°) = 9.81·(0.342 − 0.141) = 1.972 m/s²

Answer

a = 1.972 m/s²
4.Newton’s laws

Answer: T = 40.49 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 string

m₂·g = 44.15 N
m₁·g·sin θ = 28.38 N
μ·m₁·g·cos θ = 8.454 N

Acceleration of the system

a = (44.15 − 28.38 − 8.454)/9 = 0.8128 m/s²

Tension from the hanging mass

m2·g − T = m2·a → T = 4.5·(9.81 − 0.8128) = 40.49 N

Answer

T = 40.49 N
5.Projectile motion

Answer: v0 = 38.38 m/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.

Solve the range formula for v₀

v₀ = √(g·R/sin 2θ) = √(9.81·115/sin 50°) = 38.38 m/s

Answer

v0 = 38.38 m/s
6.Projectile motion

Answer: x = 162 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 = 34·cos 25° = 30.81 m/s
vy = v0·sin θ = 34·sin 25° = 14.37 m/s

Time in the air

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

0 = 60 + 14.37·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (14.37 + √(206.5 + 1177))/9.81 = 5.257 s

Horizontal distance

x = vx·t = 30.81·5.257 = 162 m

Answer

x = 162 m
7.Work & energy

Answer: T = 22.72 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) = 2·9.81·0.8·(1 − cos 70°) = 10.33 m²/s²

Forces at the bottom

m·g = 1·9.81 = 9.81 N
T = mg + mv²/L = 9.81 + 1·10.33/0.8 = 22.72 N

Answer

T = 22.72 N

Check: T = mg(3 − 2cos θ) = 22.72 N.

8.Work & energy

Answer: x = 14.86 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 = 4.905·(5 − 0.1·5) = 22.07 J

Maximum compression

½kx² = 22.07 → x = √(2·22.07/2000) = 0.1486 m = 14.86 cm

Answer

x = 14.86 cm
9.Momentum & collisions

Answer: v′1 = 2.333 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 − 0.5)/(1 + 0.5)·7 = 2.333 m/s
v′2 = 2·1/(1 + 0.5)·7 = 9.333 m/s

Answer

v′1 = 2.333 m/s
10.Momentum & collisions

Answer: v = 115.1 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) = 1.1·(1 − cos 10°) = 0.01671 m

Speed after impact

V = √(2·9.81·0.01671) = 0.5726 m/s

Collision

v = (m + M)·V/m = 4.02·0.5726/0.02 = 115.1 m/s

Answer

v = 115.1 m/s
11.Hydrostatic force

Answer: F = 71.74 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 + 1.5/2 = 3.25 m
A = H·b = 1.5·1.5 = 2.25 m²
gated = 2.5 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·3.25·2.25 = 71.74 kN

Answer

F = 71.74 kN
12.Hydrostatic force

Answer: F = 188.5 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 = 1025·9.81·3.75·5 = 188.5 kN

Answer

F = 188.5 kN
13.Continuity & Bernoulli

Answer: Q = 47.85 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.

Continuity

v1 = v2·(75/150)² = 0.25·v2

Bernoulli between inlet and throat

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

p1 − p2 = ½ρv2²(1 − β⁴)
v2 = √(2·55000/(1000·(1 − 0.0625))) = 10.83 m/s
v1 = 2.708 m/s

Flow rate

Q = A2·v2 = 0.004418·10.83 = 0.04785 m³/s = 47.85 L/s

Answer

Q = 47.85 L/s
14.Continuity & Bernoulli

Answer: p2 = 82.67 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 = 1.75·(100/40)² = 10.94 m/s
½ρ(v1² − v2²) = ½·1000·(1.75² − 10.94²)/1000 = −58.28 kPa
ρgΔz = 1000·9.81·5/1000 = 49.05 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 190 + (−58.28) − 49.05 = 82.67 kPa

Answer

p2 = 82.67 kPa
15.Ideal gas law

Answer: P = 3560 kPa

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

Moles

n = m/M = 180/28.01 = 6.426 mol
T = 60 + 273.15 = 333.1 K

Pressure

P = nRT/V = 6.426·8.314·333.1/0.005 = 3560 kPa

Answer

P = 3560 kPa
16.Ideal gas law

Answer: V2 = 16.42 L

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

Absolute temperatures

T1 = 288.1 K, T2 = 473.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 20·(250/500)·(473.1/288.1) = 16.42 L

Answer

V2 = 16.42 L
17.Heat engines & refrigerators

Answer: TL = 30.1 °C

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 temperature of the source

TH = 475 + 273.15 = 748.1 K

Reversible heat ratio

TL = TH·QL/QH = 748.1·608/1500 = 303.3 K = 30.1 °C

Answer

TL = 30.1 °C
18.Heat engines & refrigerators

Answer: Sgen = 1.646 kJ/K

Entropy generation: over a full cycle the working fluid has no net entropy change. The hot reservoir loses QH/TH and the cold reservoir gains QL/TL. Their sum is the entropy generated, which is zero for a reversible cycle and positive for every real one.

Heat rejected

QL = QH − W = 2400 − 768 = 1632 kJ

Absolute temperatures

TH = 400 + 273.15 = 673.1 K
TL = 40 + 273.15 = 313.1 K

Entropy changes of the reservoirs

ΔSH = −2400/673.1 = −3.565 kJ/K
ΔSL = 1632/313.1 = 5.212 kJ/K
Sgen = 5.212 − 3.565 = 1.646 kJ/K

Answer

Sgen = 1.646 kJ/K

Sgen > 0, so the engine is possible but irreversible.

19.Waves, sound & optics

Answer: β2 = 70 dB

Waves: a periodic wave moves one wavelength in one period, so v = fλ with T = 1/f. On a stretched string v = √(T/μ), with T the tension and μ = m/L the mass per metre. Sound in air travels at about 343 m/s at 20 °C, light in vacuum at c = 3.00 × 10⁸ m/s. Loudness is measured on a logarithmic scale: β = 10·log₁₀(I/I₀) dB with I₀ = 10⁻¹² W/m², so 10 times the intensity adds 10 dB. A point source spreads its power P over a sphere: I = P/(4πr²).

Intensity ratio

I₂/I₁ = (5/50)² = 0.01

New level

β₂ = 90 + 10·log₁₀(0.01) = 70 dB

Answer

β2 = 70 dB

Every doubling of the distance lowers the level by about 6 dB.

20.Waves, sound & optics

Answer: y5 = 6.75 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 = 450 × 10⁻⁹·1.2/(0.4 × 10⁻³) = 1.35 mm

Fringe number 5

y5 = 5·1.35 = 6.75 mm

Answer

y5 = 6.75 mm

ExamProblems · examproblems.com/courses/physics-for-engineers