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)2.727 s15

A car driving at 54 km/h brakes with a constant deceleration of 5.5 m/s² until it stops. Find the braking distance s.

v₀ = 54 km/ha = −5.5 m/s²v = 0
s = m
2.KinematicsHard
v₀ = 10 m/s35 m

A ball is thrown straight up at 10 m/s from the edge of a roof 35 m above the ground. Ignore air resistance and use g = 9.81 m/s². Find the greatest height hmax above the ground.

v₀ = 10 m/sh₀ = 35 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
6.5 kg1.5 kg

Masses of 6.5 kg and 1.5 kg hang on either side of a light, frictionless pulley, connected by a light string. The system is released from rest. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 6.5 kgm2 = 1.5 kgg = 9.81 m/s²
T = N
4.Newton’s lawsHard
9 kg1 kgTF = 110 Nμ = 0.3

Two blocks on a level floor are joined by a light horizontal string. A horizontal force of 110 N pulls the front 1 kg block; the 9 kg block is towed behind. The coefficient of kinetic friction is 0.3 for both blocks. Use g = 9.81 m/s². Find the tension T in the connecting string.

m1 = 9 kgm2 = 1 kgF = 110 Nμ = 0.3g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 16 m/s50°rangeH = ?

A ball is launched at 50° above horizontal from level ground. Ignore air resistance. Find the maximum height H the ball reaches.

v0 = 16 m/sθ = 50°g = 9.81 m/s²
H = m
6.Projectile motionHard
h = 30 mv0​ = 10 m/s20°v = ?

A ball is launched at 10 m/s and 20° above the horizontal from the top of a 30 m cliff. Ignore air resistance and use g = 9.81 m/s². Find the speed v with which it hits the ground.

v₀ = 10 m/sθ = 20°h = 30 mg = 9.81 m/s²
v = m/s
7.Work & energyMedium
20°L = 2 m0.2 kg

A 0.2 kg ball hangs on a light string of length 2 m. It is pulled aside until the string makes 20° with the vertical and released from rest. Find the tension T in the string when the ball passes the lowest point.

m = 0.2 kgL = 2 mθ = 20°g = 9.81 m/s²
T = N
8.Work & energyHard
h = 2 mL = 4 mμ = 0.25k = 5000 N/m

A 5 kg block is released from rest at height 2 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 4 m long (μ = 0.25) and then runs onto a spring (k = 5000 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 5 kgh = 2 mL = 4 mμ = 0.25k = 5000 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
3.5 kg2 m/s3 kg

A 3.5 kg glider moving at 2 m/s makes a perfectly elastic head-on collision with a 3 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 = 3.5 kgm2 = 3 kgv1 = 2 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
3.5 kgv = ?5 g25°L = 1.2 m

A 5 g bullet is fired horizontally into a 3.5 kg block hanging from light strings 1.2 m long, and stays in it. The strings swing out to a largest angle of 25° from the vertical. Use g = 9.81 m/s². Find the speed v of the bullet before impact.

m = 5 gM = 3.5 kgL = 1.2 mθ = 25°g = 9.81 m/s²
v = m/s
11.Hydrostatic forceMedium
gated = 2.5 mH = 2 m

A vertical rectangular gate 3 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 mb = 3 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 1.5 mH = 1.5 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of oil, with its top edge 1.5 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 1.5 mH = 1.5 mb = 2 mρ = 880 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 100 mm, p1​ = ?d2​ = 75 mm, p2​ = 290 kPa

Water flows at 16 L/s through a horizontal pipe that narrows from 100 mm to 75 mm. The pressure in the narrow section is 290 kPa. Ignoring losses, find the pressure p1 in the wide section.

Q = 16 L/sd1 = 100 mmd2 = 75 mmp2 = 290 kPaρ = 1000 kg/m³
p1 = kPa
14.Continuity & BernoulliHard
12d1​ = 100 mm, p1​ = 140 kPad2​ = 75 mm, p2​ = ?Δz = 6 m

Water flows up through a pipe that narrows from 100 mm to 75 mm while rising 6 m. At section 1 the pressure is 140 kPa and the velocity is 1 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 100 mmd2 = 75 mmp1 = 140 kPav1 = 1 m/sΔz = 6 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
270 g of ArP = 450 kPaT = 50 °CV = ?

What volume V does 270 g of Ar occupy at 450 kPa and 50 °C? Treat it as an ideal gas.

m = 270 gM = 39.95 g/molP = 450 kPaT = 50 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
He, M = 4.003 g/molP = 400 kPaT = 0 °Cρ = ?

Find the density ρ of He at 400 kPa and 0 °C, treating it as an ideal gas.

M = 4.003 g/molP = 400 kPaT = 0 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 225 °CTL​ = ?EQH​ = 2700 kJQL​ = 1535 kJW

A reversible (Carnot) heat engine takes in 2700 kJ of heat from a reservoir at 225 °C and rejects 1535 kJ per cycle. Find the temperature TL of the cold reservoir in °C.

TH = 225 °CQH = 2700 kJQL = 1535 kJ
TL = °C
18.Heat engines & refrigeratorsHard
TH​ = 550 °CTL​ = 35 °CEQH​ = 2800 kJQL​ = 1568 kJW = 1232 kJ

A heat engine takes in 2800 kJ of heat from a reservoir at 550 °C, produces 1232 kJ of work and rejects the rest to a reservoir at 35 °C, per cycle. Find the total entropy generated Sgen per cycle.

TH = 550 °CTL = 35 °CQH = 2800 kJW = 1232 kJ
Sgen = kJ/K
19.Waves, sound & opticsMedium
θc = ?90°acrylic, n1​ = 1.49glycerol, n2​ = 1.47

Light travels in acrylic (n = 1.49) towards a flat boundary with glycerol (n = 1.47). Find the critical angle θc beyond which it is totally reflected.

n1 = 1.49n2 = 1.47
θc = °
20.Waves, sound & opticsHard
θa​ = ?n1​ = 1.52n2​ = 1.49n0​ = 1.00

An optical fibre has a core with n₁ = 1.52 and a cladding with n₂ = 1.49. 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 = 1.52n2 = 1.49n0 = 1.00
θa = °

3Solutions

1.Kinematics

Answer: s = 20.45 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

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 15²/(2·5.5) = 20.45 m

Answer

s = 20.45 m
2.Kinematics

Answer: hmax = 40.1 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 = 10²/(2·9.81) = 5.097 m

Height above the ground

hmax = 35 + 5.097 = 40.1 m

Answer

hmax = 40.1 m
3.Newton’s laws

Answer: T = 23.91 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

The net driving force is the difference of the weights; it moves the total mass.

a = (6.5 − 1.5)·9.81/(6.5 + 1.5) = 6.131 m/s²

Tension from the lighter mass

T − m2·g = m2·a → T = 1.5·(9.81 + 6.131) = 23.91 N

Answer

T = 23.91 N
4.Newton’s laws

Answer: T = 99 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.

Whole system

a = (F − μ·(m1 + m2)·g)/(m1 + m2) = (110 − 29.43)/10 = 8.057 m/s²

Rear block alone

T = m1·(a + μ·g) = 9·(8.057 + 2.943) = 99 N

Answer

T = 99 N

With the same μ on both blocks, friction drops out: T = F·m₁/(m₁ + m₂).

5.Projectile motion

Answer: H = 7.657 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 = 16·cos 50° = 10.28 m/s
vy = v0·sin θ = 16·sin 50° = 12.26 m/s

Highest point

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

H = vy²/(2g) = 12.26²/(2·9.81) = 7.657 m

Answer

H = 7.657 m
6.Projectile motion

Answer: v = 26.24 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.

Split the launch velocity

vx = 10·cos 20° = 9.397 m/s
vy0 = 10·sin 20° = 3.42 m/s

Vertical speed at impact

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

vy = √(3.42² + 2·9.81·30) = 24.5 m/s

Impact speed

v = √(9.397² + 24.5²) = 26.24 m/s

Answer

v = 26.24 m/s

Check with energy: v² = v₀² + 2gh.

7.Work & energy

Answer: T = 2.199 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) = 2·9.81·2·(1 − cos 20°) = 2.366 m²/s²

Forces at the bottom

m·g = 0.2·9.81 = 1.962 N
T = mg + mv²/L = 1.962 + 0.2·2.366/2 = 2.199 N

Answer

T = 2.199 N

Check: T = mg(3 − 2cos θ) = 2.199 N.

8.Work & energy

Answer: x = 14.01 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 = 49.05·(2 − 0.25·4) = 49.05 J

Maximum compression

½kx² = 49.05 → x = √(2·49.05/5000) = 0.1401 m = 14.01 cm

Answer

x = 14.01 cm
9.Momentum & collisions

Answer: v′1 = 0.1538 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 = (3.5 − 3)/(3.5 + 3)·2 = 0.1538 m/s
v′2 = 2·3.5/(3.5 + 3)·2 = 2.154 m/s

Answer

v′1 = 0.1538 m/s
10.Momentum & collisions

Answer: v = 1041 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) = 1.2·(1 − cos 25°) = 0.1124 m

Speed after impact

V = √(2·9.81·0.1124) = 1.485 m/s

Collision

v = (m + M)·V/m = 3.505·1.485/0.005 = 1041 m/s

Answer

v = 1041 m/s
11.Hydrostatic force

Answer: F = 206 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 + 2/2 = 3.5 m
A = H·b = 2·3 = 6 m²
gated = 2.5 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·3.5·6 = 206 kN

Answer

F = 206 kN
12.Hydrostatic force

Answer: ycp = 2.333 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 = 1.5 + 1.5/2 = 2.25 m
A = H·b = 1.5·2 = 3 m²
gated = 1.5 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 880·9.81·2.25·3 = 58.27 kN

Centre of pressure

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

Ic = b·H³/12 = 2·1.5³/12 = 0.5625 m⁴
ycp = yc + Ic/(yc·A) = 2.25 + 0.5625/(2.25·3) = 2.333 m

Answer

ycp = 2.333 m
13.Continuity & Bernoulli

Answer: p1 = 294.5 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.

Velocities

v1 = Q/A1 = 0.016/0.007854 = 2.037 m/s
v2 = Q/A2 = 0.016/0.004418 = 3.622 m/s

Bernoulli

p1 = p2 + ½ρ(v2² − v1²) = 290 + ½·1000·(3.622² − 2.037²)/1000 = 290 + 4.483 = 294.5 kPa

Answer

p1 = 294.5 kPa
14.Continuity & Bernoulli

Answer: p2 = 80.06 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
ρgΔz = 1000·9.81·6/1000 = 58.86 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 140 + (−1.08) − 58.86 = 80.06 kPa

Answer

p2 = 80.06 kPa
15.Ideal gas law

Answer: V = 40.35 L

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

Moles

n = 270/39.95 = 6.758 mol
T = 50 + 273.15 = 323.1 K

Volume

V = nRT/P = 6.758·8.314·323.1/450 = 40.35 L

Answer

V = 40.35 L
16.Ideal gas law

Answer: ρ = 0.7051 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 0 + 273.15 = 273.1 K

Density

ρ = 400·4.003/(8.314·273.1) = 0.7051 kg/m³

Answer

ρ = 0.7051 kg/m³
17.Heat engines & refrigerators

Answer: TL = 10.06 °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 = 225 + 273.15 = 498.1 K

Reversible heat ratio

TL = TH·QL/QH = 498.1·1535/2700 = 283.2 K = 10.06 °C

Answer

TL = 10.06 °C
18.Heat engines & refrigerators

Answer: Sgen = 1.687 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 = 2800 − 1232 = 1568 kJ

Absolute temperatures

TH = 550 + 273.15 = 823.1 K
TL = 35 + 273.15 = 308.1 K

Entropy changes of the reservoirs

ΔSH = −2800/823.1 = −3.402 kJ/K
ΔSL = 1568/308.1 = 5.088 kJ/K
Sgen = 5.088 − 3.402 = 1.687 kJ/K

Answer

Sgen = 1.687 kJ/K

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

19.Waves, sound & optics

Answer: θc = 80.6 °

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.

Refraction at 90°

sin θc = n₂/n₁ = 1.47/1.49 = 0.9866

Critical angle

θc = arcsin(0.9866) = 80.6°

Answer

θc = 80.6°
20.Waves, sound & optics

Answer: θa = 17.49 °

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 = 1.49/1.52 = 0.9803 → θc = 78.6°

Numerical aperture

NA = √(1.52² − 1.49²) = 0.3005

Acceptance angle

θa = arcsin(0.3005) = 17.49°

Answer

θa = 17.49°

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