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 = ?20

A car driving at 72 km/h brakes with a constant deceleration of 8 m/s² until it stops. How long does braking take? Find t.

v₀ = 72 km/ha = −8 m/s²v = 0
t = s
2.KinematicsHard
d = ?

A stone is dropped from rest into a well. The splash is heard 2.6 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 = 2.6 svsound = 343 m/sg = 9.81 m/s²
d = m
3.Newton’s lawsMedium
35 kg35°F = 150 Nμ = 0.4

A 35 kg sled is pulled across level snow by a rope at 35° above the horizontal with a force of 150 N. The coefficient of kinetic friction is 0.4. Use g = 9.81 m/s². Find the acceleration a of the sled.

m = 35 kgF = 150 Nθ = 35°μ = 0.4g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 6 kg5.5 kgμ = 0.3

A 6 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 5.5 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 = 6 kgm2 = 5.5 kgμ = 0.3g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 26 m/s55°rangeH = ?

A ball is launched at 55° above horizontal from level ground. Ignore air resistance. Find the maximum height H the ball reaches.

v0 = 26 m/sθ = 55°g = 9.81 m/s²
H = m
6.Projectile motionHard
h = 30 mv0​ = 18 m/s35°α = ?

A ball is launched at 18 m/s and 35° above the horizontal from the top of a 30 m cliff. Ignore air resistance and use g = 9.81 m/s². At what angle α below the horizontal does it hit the ground?

v₀ = 18 m/sθ = 35°h = 30 mg = 9.81 m/s²
α = °
7.Work & energyMedium
50 km/h

A car travelling at 50 km/h on a level road brakes hard and skids to a stop with its wheels locked. The coefficient of kinetic friction between the tyres and the road is 0.6. Find the stopping distance d.

v = 50 km/hμ = 0.6g = 9.81 m/s²
d = m
8.Work & energyHard
k = 3000 N/m20°μ = 0.152 kg

A spring of stiffness 3000 N/m at the bottom of a 20° slope is compressed by 10 cm against a 2 kg block and released. The coefficient of kinetic friction between block and slope is 0.15. 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 = 2 kgk = 3000 N/mx = 10 cmθ = 20°μ = 0.15g = 9.81 m/s²
d = m
9.Momentum & collisionsMedium
1.5 kgv = ?15 gh = 13 cm

A 15 g bullet is fired horizontally into a 1.5 kg wooden block hanging on light strings, and stays inside it. The block swings up until it is 13 cm higher than at the start. Use g = 9.81 m/s². Find the speed v of the bullet before impact.

m = 15 gM = 1.5 kgh = 13 cmg = 9.81 m/s²
v = m/s
10.Momentum & collisionsHard
11 m/s20 m/s

A 0.45 kg ball hits a wall at 11 m/s and bounces straight back at 20 m/s. The contact lasts 25 ms. Find the magnitude of the impulse J the wall gives the ball.

m = 0.45 kgvin = 11 m/svout = 20 m/sΔt = 25 ms
J = N·s
11.Hydrostatic forceMedium
gated = 2 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 m below the surface. Find the resultant hydrostatic force F on the gate.

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

A vertical rectangular gate 2 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 = 2.5 mb = 2 mρ = 880 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
d1​ = 150 mmd2​ = 75 mm12p1​ − p2​ = 12 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 12 kPa higher than at the throat. Ignoring losses, find the flow rate Q.

d1 = 150 mmd2 = 75 mmp1 − p2 = 12 kPaρ = 1000 kg/m³
Q = L/s
14.Continuity & BernoulliHard
H = ?d1​ = 100 mmp1​ = 40 kPad2​ = 30 mm

A fountain nozzle points straight up. Just below the nozzle the supply pipe has a diameter of 100 mm and a gauge pressure of 40 kPa. The nozzle exit diameter is 30 mm, and the height difference across the nozzle is negligible. Ignoring losses and air resistance, find the height H the jet rises above the nozzle. Use g = 9.81 m/s².

d1 = 100 mmp1 = 40 kPa (gauge)d2 = 30 mmρ = 1000 kg/m³g = 9.81 m/s²
H = m
15.Ideal gas lawMedium
230 g of CO₂P = 400 kPaT = 10 °CV = ?

What volume V does 230 g of CO₂ occupy at 400 kPa and 10 °C? Treat it as an ideal gas.

m = 230 gM = 44.01 g/molP = 400 kPaT = 10 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
N₂, M = 28.01 g/molP = 550 kPaT = 90 °Cρ = ?

Find the density ρ of N₂ at 550 kPa and 90 °C, treating it as an ideal gas.

M = 28.01 g/molP = 550 kPaT = 90 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 800 °CTL​ = 25 °CEQH​ = 1800 kJQL​W = ?

A heat engine works between a hot reservoir at 800 °C and a cold reservoir at 25 °C. It takes in 1800 kJ of heat. Find the most work Wmax it could possibly produce.

TH = 800 °CTL = 25 °CQH = 1800 kJ
Wmax = kJ
18.Heat engines & refrigeratorsHard
TH​ = 450 °CT0​ = 25 °CTL​ = 0 °CERWQ̇H​ = 180 kWQ̇L​ = ?

A Carnot heat engine receives 180 kW of heat from a source at 450 °C and rejects heat to the surroundings at 25 °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 25 °C. Find the rate Q̇L at which heat is removed from the freezer.

TH = 450 °CT0 = 25 °CTL = 0 °CQ̇H = 180 kW
Q̇L = kW
19.Waves, sound & opticsMedium
L = 0.65 mn = 5

A pipe closed at one end is 0.65 m long. The speed of sound is 343 m/s. Find the frequency f5 of its harmonic number 5.

v = 343 m/sn = 5L = 0.65 m
f5 = Hz
20.Waves, sound & opticsHard
θa​ = ?n1​ = 1.5n2​ = 1.48n0​ = 1.00

An optical fibre has a core with n₁ = 1.5 and a cladding with n₂ = 1.48. Find the largest angle θa to the fibre axis at which light from air can enter the end of the fibre and still be guided by total internal reflection.

n1 = 1.5n2 = 1.48n0 = 1.00
θa = °

3Solutions

1.Kinematics

Answer: t = 2.5 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 = 72/3.6 = 20 m/s

Braking time

0 = v₀ − a·t → t = v₀/a = 20/8 = 2.5 s

Answer

t = 2.5 s
2.Kinematics

Answer: d = 30.9 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·(2.6 − t₁)
4.905·t₁² + 343·t₁ − 891.8 = 0

Fall time

Only the positive root is physical.

t₁ = (−343 + √(343² + 4·4.905·891.8))/(2·4.905) = 2.51 s

Depth

d = ½·9.81·2.51² = 30.9 m

Answer

d = 30.9 m
3.Newton’s laws

Answer: a = 0.5699 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 = 343.4 − 150·sin 35° = 257.3 N

Horizontal forces

m·a = F·cos θ − μ·N = 122.9 − 102.9
a = 19.95/35 = 0.5699 m/s²

Answer

a = 0.5699 m/s²
4.Newton’s laws

Answer: T = 36.6 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) = (53.96 − 17.66)/11.5 = 3.156 m/s²

Tension from the block on the table

T − μ·m1·g = m1·a
T = 6·3.156 + 17.66 = 36.6 N

Answer

T = 36.6 N
5.Projectile motion

Answer: H = 23.12 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 = 26·cos 55° = 14.91 m/s
vy = v0·sin θ = 26·sin 55° = 21.3 m/s

Highest point

At the top the vertical velocity is zero: vy² = 2gH.

H = vy²/(2g) = 21.3²/(2·9.81) = 23.12 m

Answer

H = 23.12 m
6.Projectile motion

Answer: α = 60.79 °

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 = 18·cos 35° = 14.74 m/s
vy0 = 18·sin 35° = 10.32 m/s

Vertical speed at impact

Energy or v² = v₀² + 2as in the vertical direction.

vy = √(10.32² + 2·9.81·30) = 26.37 m/s

Impact angle

tan α = vy/vx = 26.37/14.74 → α = 60.79°

Answer

α = 60.79°
7.Work & energy

Answer: d = 16.39 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).

Speed in base units

v = 50/3.6 = 13.89 m/s

Energy balance

½mv² = μmg·d → d = v²/(2μg) = 13.89²/(2·0.6·9.81) = 16.39 m

Answer

d = 16.39 m

Doubling the speed makes the stopping distance four times longer.

8.Work & energy

Answer: d = 1.583 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 = ½·3000·0.1² = 15 J

Energy balance along the slope

m·g = 2·9.81 = 19.62 N
½kx² = mg·d·(sin θ + μ·cos θ)
d = 15/(19.62·(0.342 + 0.15·0.9397)) = 1.583 m

Answer

d = 1.583 m
9.Momentum & collisions

Answer: v = 161.3 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.

Swing after impact

V = √(2·g·h) = √(2·9.81·0.13) = 1.597 m/s

Collision

m·v = (m + M)·V → v = (0.015 + 1.5)·1.597/0.015 = 161.3 m/s

Answer

v = 161.3 m/s
10.Momentum & collisions

Answer: J = 13.95 N·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.

Change in momentum

J = m·Δv = 0.45·(20 + 11) = 13.95 N·s

Answer

J = 13.95 N·s
11.Hydrostatic force

Answer: F = 60.7 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 + 1.5/2 = 2.75 m
A = H·b = 1.5·1.5 = 2.25 m²
gated = 2 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2.75·2.25 = 60.7 kN

Answer

F = 60.7 kN
12.Hydrostatic force

Answer: ycp = 2.481 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 + 2.5/2 = 2.25 m
A = H·b = 2.5·2 = 5 m²
gated = 1 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 880·9.81·2.25·5 = 97.12 kN

Centre of pressure

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

Ic = b·H³/12 = 2·2.5³/12 = 2.604 m⁴
ycp = yc + Ic/(yc·A) = 2.25 + 2.604/(2.25·5) = 2.481 m

Answer

ycp = 2.481 m
13.Continuity & Bernoulli

Answer: Q = 22.35 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 = √(2·12000/(1000·(1 − 0.0625))) = 5.06 m/s
v1 = 1.265 m/s

Flow rate

Q = A2·v2 = 0.004418·5.06 = 0.02235 m³/s = 22.35 L/s

Answer

Q = 22.35 L/s
14.Continuity & Bernoulli

Answer: H = 4.111 m

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.

Exit velocity

β = 30/100 = 0.3
v2 = √(2p1/(ρ(1 − β⁴))) = √(2·40000/(1000·0.9919)) = 8.981 m/s

Height of the jet

Bernoulli along the jet: at the top the velocity is zero and the pressure is atmospheric again.

H = v2²/(2g) = 8.981²/(2·9.81) = 4.111 m

Answer

H = 4.111 m
15.Ideal gas law

Answer: V = 30.76 L

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

Moles

n = 230/44.01 = 5.226 mol
T = 10 + 273.15 = 283.1 K

Volume

V = nRT/P = 5.226·8.314·283.1/400 = 30.76 L

Answer

V = 30.76 L
16.Ideal gas law

Answer: ρ = 5.102 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 90 + 273.15 = 363.1 K

Density

ρ = 550·28.01/(8.314·363.1) = 5.102 kg/m³

Answer

ρ = 5.102 kg/m³
17.Heat engines & refrigerators

Answer: Wmax = 1300 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 = 800 + 273.15 = 1073 K
TL = 25 + 273.15 = 298.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 298.1/1073 = 72.22 %

Maximum work

Wmax = ηmax·QH = 0.7222·1800 = 1300 kJ

Answer

Wmax = 1300 kJ
18.Heat engines & refrigerators

Answer: Q̇L = 1156 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 = 450 + 273.15 = 723.1 K
T0 = 25 + 273.15 = 298.1 K
TL = 0 + 273.15 = 273.1 K

Engine work

η = 1 − 298.1/723.1 = 0.5877
Ẇ = 0.5877·180 = 105.8 kW

Heat removed by the refrigerator

COPR = 273.1/(298.1 − 273.1) = 10.93
Q̇L = 10.93·105.8 = 1156 kW

Answer

Q̇L = 1156 kW
19.Waves, sound & optics

Answer: f5 = 659.6 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 = 4L/n = 4·0.65/5 = 0.52 m

Frequency

f = v/λ = 343/0.52 = 659.6 Hz

Answer

f5 = 659.6 Hz
20.Waves, sound & optics

Answer: θa = 14.13 °

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.

Critical angle at the cladding

sin θc = 1.48/1.5 = 0.9867 → θc = 80.63°

Numerical aperture

NA = √(1.5² − 1.48²) = 0.2441

Acceptance angle

θa = arcsin(0.2441) = 14.13°

Answer

θa = 14.13°

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