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)0.8 s15

A driver moving at 54 km/h sees an obstacle. Her reaction time is 0.8 s, after which the car brakes with a constant deceleration of 5 m/s². Find the total stopping distance d from the moment she sees the obstacle.

v₀ = 54 km/htr = 0.8 sa = −5 m/s²
d = m
2.KinematicsHard
v₀ = 16 m/s20 m

A ball is thrown straight up at 16 m/s from the edge of a roof 20 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 = 20 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
θ = 20°a = ?m = 12 kg

A 12 kg block slides down a slope at 20° to the horizontal. The coefficient of kinetic friction is 0.25. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 12 kgθ = 20°μ = 0.25g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 7.5 kg6 kgno friction

A 7.5 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 6 kg mass. The table is frictionless. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 7.5 kgm2 = 6 kgμ = 0g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 30 m/s20°x = ?

A ball is launched at 20° above horizontal from level ground. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 30 m/sθ = 20°g = 9.81 m/s²
x = m
6.Projectile motionHard
h = 25 mv0​ = 19 m/s20°H = ?

A ball is launched at 19 m/s and 20° above the horizontal from the top of a 25 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 = 19 m/sθ = 20°h = 25 mg = 9.81 m/s²
H = m
7.Work & energyMedium
90°L = 3 m1 kg

A 1 kg ball hangs on a light string of length 3 m. It is pulled aside until the string makes 90° with the vertical and released from rest. Find the tension T in the string when the ball passes the lowest point.

m = 1 kgL = 3 mθ = 90°g = 9.81 m/s²
T = N
8.Work & energyHard
h = 4.5 mL = 4.5 mμ = 0.3k = 2000 N/m

A 1 kg block is released from rest at height 4.5 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 4.5 m long (μ = 0.3) and then runs onto a spring (k = 2000 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 1 kgh = 4.5 mL = 4.5 mμ = 0.3k = 2000 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
0.5 kg12 m/s2.5 kg

A 0.5 kg glider moving at 12 m/s makes a perfectly elastic head-on collision with a 2.5 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 = 2.5 kgv1 = 12 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
1500 kgv1​ = ?900 kg

A 1500 kg car runs into a parked 900 kg car. The wrecks lock together and skid 8.5 m before stopping. The coefficient of kinetic friction between tyres and road is 0.5. Use g = 9.81 m/s². Find the speed v1 of the first car just before the collision.

m1 = 1500 kgm2 = 900 kgd = 8.5 mμ = 0.5g = 9.81 m/s²
v1 = m/s
11.Hydrostatic forceMedium
gated = 0.5 mH = 1 m

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of water, with its top edge 0.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 0.5 mH = 1 mb = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 1 mH = 3 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 resultant hydrostatic force F on the gate.

d = 1 mH = 3 mb = 1 mρ = 880 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
12d1​ = 100 mm, p1​ = 210 kPad2​ = 75 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 100 mm to 75 mm. In the wide section the pressure is 210 kPa and the velocity is 1 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 100 mmd2 = 75 mmp1 = 210 kPav1 = 1 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 75 mm, p1​ = 200 kPad2​ = 50 mm, p2​ = ?Δz = 8 m

Water flows up through a pipe that narrows from 75 mm to 50 mm while rising 8 m. At section 1 the pressure is 200 kPa and the velocity is 0.5 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 75 mmd2 = 50 mmp1 = 200 kPav1 = 0.5 m/sΔz = 8 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
490 g of ArV = 10 LT = 45 °CP = ?

A tank of 10 L contains 490 g of Ar at 45 °C. Treat it as an ideal gas and find the pressure P.

m = 490 gM = 39.95 g/molV = 10 LT = 45 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
O₂, M = 32 g/molP = 200 kPaT = 110 °Cρ = ?

Find the density ρ of O₂ at 200 kPa and 110 °C, treating it as an ideal gas.

M = 32 g/molP = 200 kPaT = 110 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 800 °CTL​ = ?EQH​ = 700 kJQL​ = 185 kJW

A reversible (Carnot) heat engine takes in 700 kJ of heat from a reservoir at 800 °C and rejects 185 kJ per cycle. Find the temperature TL of the cold reservoir in °C.

TH = 800 °CQH = 700 kJQL = 185 kJ
TL = °C
18.Heat engines & refrigeratorsHard
TH​ = 900 °CTL​ = 20 °CEQH​ = 4200 kJQL​ = 2604 kJW = 1596 kJ

A heat engine takes in 4200 kJ of heat from a reservoir at 900 °C, produces 1596 kJ of work and rejects the rest to a reservoir at 20 °C, per cycle. Find the total entropy generated Sgen per cycle.

TH = 900 °CTL = 20 °CQH = 4200 kJW = 1596 kJ
Sgen = kJ/K
19.Waves, sound & opticsMedium
L = 1 mn = 2

A pipe open at both ends is 1 m long. The speed of sound is 343 m/s. Find the frequency f2 of its harmonic number 2.

v = 343 m/sn = 2L = 1 m
f2 = Hz
20.Waves, sound & opticsHard
θa​ = ?n1​ = 1.48n2​ = 1.4n0​ = 1.00

An optical fibre has a core with n₁ = 1.48 and a cladding with n₂ = 1.4. 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 = 1.48n2 = 1.4n0 = 1.00
θa = °

3Solutions

1.Kinematics

Answer: d = 34.5 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 = 54/3.6 = 15 m/s

Reaction distance

d1 = v₀·tr = 15·0.8 = 12 m

Braking distance

d2 = v₀²/(2a) = 15²/(2·5) = 22.5 m

Total

d = 12 + 22.5 = 34.5 m

Answer

d = 34.5 m
2.Kinematics

Answer: t = 4.227 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.

−20 = 16·t − ½·9.81·t²
4.905·t² − 16·t − 20 = 0

Solve the quadratic

Only the positive root is physical.

t = (16 + √(16² + 2·9.81·20))/9.81 = 4.227 s

Answer

t = 4.227 s
3.Newton’s laws

Answer: a = 1.051 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° − 0.25·cos 20°) = 9.81·(0.342 − 0.2349) = 1.051 m/s²

Answer

a = 1.051 m/s²
4.Newton’s laws

Answer: T = 32.7 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) = (58.86 − 0)/13.5 = 4.36 m/s²

Tension from the block on the table

T − μ·m1·g = m1·a
T = 7.5·4.36 + 0 = 32.7 N

Answer

T = 32.7 N
5.Projectile motion

Answer: x = 58.97 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 = 30·cos 20° = 28.19 m/s
vy = v0·sin θ = 30·sin 20° = 10.26 m/s

Time in the air

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

t = 2·10.26/9.81 = 2.092 s

Horizontal distance

x = vx·t = 28.19·2.092 = 58.97 m

Answer

x = 58.97 m
6.Projectile motion

Answer: H = 27.15 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 = 19·sin 20° = 6.498 m/s

Rise above the cliff

Δh = vy²/(2g) = 6.498²/(2·9.81) = 2.152 m

Height above the ground

H = 25 + 2.152 = 27.15 m

Answer

H = 27.15 m
7.Work & energy

Answer: T = 29.43 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) = 2·9.81·3·(1 − cos 90°) = 58.86 m²/s²

Forces at the bottom

m·g = 1·9.81 = 9.81 N
T = mg + mv²/L = 9.81 + 1·58.86/3 = 29.43 N

Answer

T = 29.43 N

Check: T = mg(3 − 2cos θ) = 29.43 N.

8.Work & energy

Answer: x = 17.58 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 = 9.81·(4.5 − 0.3·4.5) = 30.9 J

Maximum compression

½kx² = 30.9 → x = √(2·30.9/2000) = 0.1758 m = 17.58 cm

Answer

x = 17.58 cm
9.Momentum & collisions

Answer: v′1 = −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 − 2.5)/(0.5 + 2.5)·12 = −8 m/s
v′2 = 2·0.5/(0.5 + 2.5)·12 = 4 m/s

Answer

v′1 = −8 m/s

The minus sign means the first glider bounces back.

10.Momentum & collisions

Answer: v1 = 14.61 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) = √(2·0.5·9.81·8.5) = 9.132 m/s

Momentum in the collision

m1·v1 = (m1 + m2)·V → v1 = 2400·9.132/1500 = 14.61 m/s

Answer

v1 = 14.61 m/s
(52.6 km/h)
11.Hydrostatic force

Answer: F = 14.71 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 = 0.5 + 1/2 = 1 m
A = H·b = 1·1.5 = 1.5 m²
gated = 0.5 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·1·1.5 = 14.71 kN

Answer

F = 14.71 kN
12.Hydrostatic force

Answer: F = 64.75 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 = 1 + 3/2 = 2.5 m
A = H·b = 3·1 = 3 m²
gated = 1 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 880·9.81·2.5·3 = 64.75 kN

Answer

F = 64.75 kN
13.Continuity & Bernoulli

Answer: p2 = 208.9 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·(100/75)² = 1.778 m/s
½ρ(v1² − v2²) = ½·1000·(1² − 1.778²)/1000 = −1.08 kPa
p2 = p1 + ½ρ(v1² − v2²) = 210 + (−1.08) = 208.9 kPa

Answer

p2 = 208.9 kPa
14.Continuity & Bernoulli

Answer: p2 = 121 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 = 0.5·(75/50)² = 1.125 m/s
½ρ(v1² − v2²) = ½·1000·(0.5² − 1.125²)/1000 = −0.5078 kPa
ρgΔz = 1000·9.81·8/1000 = 78.48 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 200 + (−0.5078) − 78.48 = 121 kPa

Answer

p2 = 121 kPa
15.Ideal gas law

Answer: P = 3244 kPa

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

Moles

n = m/M = 490/39.95 = 12.27 mol
T = 45 + 273.15 = 318.1 K

Pressure

P = nRT/V = 12.27·8.314·318.1/0.01 = 3244 kPa

Answer

P = 3244 kPa
16.Ideal gas law

Answer: ρ = 2.009 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 110 + 273.15 = 383.1 K

Density

ρ = 200·32/(8.314·383.1) = 2.009 kg/m³

Answer

ρ = 2.009 kg/m³
17.Heat engines & refrigerators

Answer: TL = 10.47 °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 = 800 + 273.15 = 1073 K

Reversible heat ratio

TL = TH·QL/QH = 1073·185/700 = 283.6 K = 10.47 °C

Answer

TL = 10.47 °C
18.Heat engines & refrigerators

Answer: Sgen = 5.303 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 = 4200 − 1596 = 2604 kJ

Absolute temperatures

TH = 900 + 273.15 = 1173 K
TL = 20 + 273.15 = 293.1 K

Entropy changes of the reservoirs

ΔSH = −4200/1173 = −3.58 kJ/K
ΔSL = 2604/293.1 = 8.883 kJ/K
Sgen = 8.883 − 3.58 = 5.303 kJ/K

Answer

Sgen = 5.303 kJ/K

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

19.Waves, sound & optics

Answer: f2 = 343 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 = 2·1/2 = 1 m

Frequency

f = v/λ = 343/1 = 343 Hz

Answer

f2 = 343 Hz
20.Waves, sound & optics

Answer: θa = 28.69 °

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 = 1.4/1.48 = 0.9459 → θc = 71.08°

Numerical aperture

NA = √(1.48² − 1.4²) = 0.48

Acceptance angle

θa = arcsin(0.48) = 28.69°

Answer

θa = 28.69°

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