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
a = ?s = 1700 m

A plane needs a speed of 280 km/h to take off and the usable runway is 1700 m long. Starting from rest, what constant acceleration a does it need?

v₀ = 0v = 280 km/hs = 1700 m
a = m/s²
2.KinematicsHard
d = ?

A stone is dropped from rest into a well. The splash is heard 3.3 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 = 3.3 svsound = 343 m/sg = 9.81 m/s²
d = m
3.Newton’s lawsMedium
θ = 35°10 kgF = ?

A 10 kg box is pushed up a ramp at 35° to the horizontal at constant speed, by a force parallel to the ramp. The coefficient of kinetic friction is 0.25. Use g = 9.81 m/s². Find the pushing force F.

m = 10 kgθ = 35°μ = 0.25g = 9.81 m/s²
F = N
4.Newton’s lawsHard
6 kg1 kgTF = 65 Nμ = 0.25

Two blocks on a level floor are joined by a light horizontal string. A horizontal force of 65 N pulls the front 1 kg block; the 6 kg block is towed behind. The coefficient of kinetic friction is 0.25 for both blocks. Use g = 9.81 m/s². Find the acceleration a of the blocks.

m1 = 6 kgm2 = 1 kgF = 65 Nμ = 0.25g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 16 m/sθ = ?R = 15 m

A ball is launched from level ground at 16 m/s and must land 15 m away. Ignore air resistance and use g = 9.81 m/s². Find the smaller of the two possible launch angles θ.

v₀ = 16 m/sR = 15 mg = 9.81 m/s²
θ = °
6.Projectile motionHard
h = 35 mv0​ = 16 m/s20°x = ?

A ball is launched at 20° above horizontal from the top of a 35 m cliff. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 16 m/sθ = 20°h = 35 mg = 9.81 m/s²
x = m
7.Work & energyMedium
45°d = 18 mμ = 0.4

A block slides from rest down a slope at 45° to the horizontal. The coefficient of kinetic friction is 0.4. Find its speed v after it has slid 18 m along the slope.

θ = 45°μ = 0.4d = 18 mg = 9.81 m/s²
v = m/s
8.Work & energyHard
8 kg4 kgμ = 0.15d = 2.5 m

An 8 kg block rests on a rough horizontal table (μ = 0.15). A light string runs from it over a smooth pulley at the edge of the table to a hanging 4 kg block. The system is released from rest. Find the speed v of the blocks after the hanging block has dropped 2.5 m.

m1 = 8 kgm2 = 4 kgμ = 0.15d = 2.5 mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
3.5 kg11 m/s4.5 kg

A 3.5 kg glider moving at 11 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 = 3.5 kgm2 = 4.5 kgv1 = 11 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
11 m/s12 m/s

A 0.4 kg ball hits a wall at 11 m/s and bounces straight back at 12 m/s. The contact lasts 40 ms. Find the average force Favg of the wall on the ball.

m = 0.4 kgvin = 11 m/svout = 12 m/sΔt = 40 ms
Favg = N
11.Hydrostatic forceMedium
gated = 3 mH = 1.5 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of water, with its top edge 3 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 3 mH = 1.5 mb = 2 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 2 mH = 1.5 m

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

d = 2 mH = 1.5 mb = 1.5 mρ = 1260 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
d1​ = 200 mmd2​ = 150 mm12p1​ − p2​ = 8 kPaQ = ?

Water flows through a horizontal venturi meter with an inlet diameter of 200 mm and a throat diameter of 150 mm. The pressure at the inlet is 8 kPa higher than at the throat. Ignoring losses, find the flow rate Q.

d1 = 200 mmd2 = 150 mmp1 − p2 = 8 kPaρ = 1000 kg/m³
Q = L/s
14.Continuity & BernoulliHard
12d1​ = 100 mm, p1​ = 320 kPad2​ = 40 mm, p2​ = ?Δz = 3 m

Water flows up through a pipe that narrows from 100 mm to 40 mm while rising 3 m. At section 1 the pressure is 320 kPa and the velocity is 2.25 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 100 mmd2 = 40 mmp1 = 320 kPav1 = 2.25 m/sΔz = 3 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
390 g of HeV = 5 LT = 30 °CP = ?

A tank of 5 L contains 390 g of He at 30 °C. Treat it as an ideal gas and find the pressure P.

m = 390 gM = 4.003 g/molV = 5 LT = 30 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
State 1State 2

A fixed amount of CH₄ goes from 300 kPa, 2 L, 35 °C to 550 kPa and 200 °C. Find the new volume V2.

P1 = 300 kPaV1 = 2 LT1 = 35 °CP2 = 550 kPaT2 = 200 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 35 °CTL​ = -18 °CRQ̇H​ = ?Q̇L​ = 10 kWẆ

A reversible refrigerator keeps a cold room at -18 °C by removing 10 kW of heat, and rejects heat to the surroundings at 35 °C. Find the rate Q̇H at which it rejects heat.

TL = -18 °CTH = 35 °CQ̇L = 10 kW
Q̇H = kW
18.Heat engines & refrigeratorsHard
TH​ = 25 °CTL​ = -25 °CRQ̇H​Q̇L​ = 4 kWẆ = ?

A refrigerator keeps its cold space at -25 °C in a kitchen at 25 °C, removing heat from the cold space at 4 kW. Find the minimum power input Ẇmin.

TH = 25 °CTL = -25 °CQ̇L = 4 kW
Ẇmin = kW
19.Waves, sound & opticsMedium
FFdo​ = 10 cmf = 30 cm

An object stands 10 cm in front of a thin converging lens with a focal length of 30 cm. Find the image distance di. Use the sign convention 1/f = 1/do + 1/di (f < 0 for a diverging lens, di < 0 for a virtual image).

do = 10 cmf = 30 cm
di = cm
20.Waves, sound & opticsHard
θa​ = ?n1​ = 1.52n2​ = 1.51n0​ = 1.00

An optical fibre has a core with n₁ = 1.52 and a cladding with n₂ = 1.51. 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 = 1.51n0 = 1.00
θa = °

3Solutions

1.Kinematics

Answer: a = 1.779 m/s²

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

v = 280/3.6 = 77.78 m/s

Acceleration

a = v²/(2s) = 77.78²/(2·1700) = 1.779 m/s²

Answer

a = 1.779 m/s²
2.Kinematics

Answer: d = 48.9 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·(3.3 − t₁)
4.905·t₁² + 343·t₁ − 1132 = 0

Fall time

Only the positive root is physical.

t₁ = (−343 + √(343² + 4·4.905·1132))/(2·4.905) = 3.157 s

Depth

d = ½·9.81·3.157² = 48.9 m

Answer

d = 48.9 m
3.Newton’s laws

Answer: F = 76.36 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 slope

Constant speed: the forces balance.

F = m·g·sin θ + μ·m·g·cos θ

Pushing force

F = 56.27 + 20.09 = 76.36 N

Answer

F = 76.36 N
4.Newton’s laws

Answer: a = 6.833 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.

Whole system

a = (F − μ·(m1 + m2)·g)/(m1 + m2) = (65 − 17.17)/7 = 6.833 m/s²

Answer

a = 6.833 m/s²
5.Projectile motion

Answer: θ = 17.54 °

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.

Range formula

R = v₀²·sin 2θ/g → sin 2θ = 9.81·15/16² = 0.5748

Angle

2θ = 35.09° → θ = 17.54°

Answer

θ = 17.54°

The other solution is 90° − θ = 72.46°.

6.Projectile motion

Answer: x = 49.42 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 20° = 15.04 m/s
vy = v0·sin θ = 16·sin 20° = 5.472 m/s

Time in the air

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

0 = 35 + 5.472·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (5.472 + √(29.95 + 686.7))/9.81 = 3.287 s

Horizontal distance

x = vx·t = 15.04·3.287 = 49.42 m

Answer

x = 49.42 m
7.Work & energy

Answer: v = 12.24 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 = √(2·9.81·18·(0.7071 − 0.4·0.7071)) = 12.24 m/s

Answer

v = 12.24 m/s
8.Work & energy

Answer: v = 3.383 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 released and lost

m₂g·d = 39.24·2.5 = 98.1 J
μ·m₁g·d = 0.15·78.48·2.5 = 29.43 J

Kinetic energy of both blocks

½(m₁ + m₂)v² = 68.67 → v = √(2·68.67/12) = 3.383 m/s

Answer

v = 3.383 m/s
9.Momentum & collisions

Answer: v′1 = −1.375 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 − 4.5)/(3.5 + 4.5)·11 = −1.375 m/s
v′2 = 2·3.5/(3.5 + 4.5)·11 = 9.625 m/s

Answer

v′1 = −1.375 m/s

The minus sign means the first glider bounces back.

10.Momentum & collisions

Answer: Favg = 230 N

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 = 0.4·(12 + 11) = 9.2 N·s

Average force

Favg = J/Δt = 9.2/0.04 = 230 N

Answer

Favg = 230 N
11.Hydrostatic force

Answer: F = 110.4 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 = 3 + 1.5/2 = 3.75 m
A = H·b = 1.5·2 = 3 m²
gated = 3 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·3.75·3 = 110.4 kN

Answer

F = 110.4 kN
12.Hydrostatic force

Answer: ycp = 2.818 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 + 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 = 1260·9.81·2.75·2.25 = 76.48 kN

Centre of pressure

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

Ic = b·H³/12 = 1.5·1.5³/12 = 0.4219 m⁴
ycp = yc + Ic/(yc·A) = 2.75 + 0.4219/(2.75·2.25) = 2.818 m

Answer

ycp = 2.818 m
13.Continuity & Bernoulli

Answer: Q = 85.49 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·(150/200)² = 0.5625·v2

Bernoulli between inlet and throat

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

p1 − p2 = ½ρv2²(1 − β⁴)
v2 = √(2·8000/(1000·(1 − 0.3164))) = 4.838 m/s
v1 = 2.721 m/s

Flow rate

Q = A2·v2 = 0.01767·4.838 = 0.08549 m³/s = 85.49 L/s

Answer

Q = 85.49 L/s
14.Continuity & Bernoulli

Answer: p2 = 194.2 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 = 2.25·(100/40)² = 14.06 m/s
½ρ(v1² − v2²) = ½·1000·(2.25² − 14.06²)/1000 = −96.35 kPa
ρgΔz = 1000·9.81·3/1000 = 29.43 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 320 + (−96.35) − 29.43 = 194.2 kPa

Answer

p2 = 194.2 kPa
15.Ideal gas law

Answer: P = 49111 kPa

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

Moles

n = m/M = 390/4.003 = 97.43 mol
T = 30 + 273.15 = 303.1 K

Pressure

P = nRT/V = 97.43·8.314·303.1/0.005 = 49111 kPa

Answer

P = 49111 kPa
16.Ideal gas law

Answer: V2 = 1.675 L

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

Absolute temperatures

T1 = 308.1 K, T2 = 473.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 2·(300/550)·(473.1/308.1) = 1.675 L

Answer

V2 = 1.675 L
17.Heat engines & refrigerators

Answer: Q̇H = 12.08 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 = 35 + 273.15 = 308.1 K
TL = -18 + 273.15 = 255.1 K

Reversible heat ratio

Q̇H = Q̇L·TH/TL = 10·308.1/255.1 = 12.08 kW

Answer

Q̇H = 12.08 kW

Power input: Ẇ = 2.077 kW.

18.Heat engines & refrigerators

Answer: Ẇmin = 0.806 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 = 25 + 273.15 = 298.1 K
TL = -25 + 273.15 = 248.1 K

Best possible COP

COPR,max = TL/(TH − TL) = 248.1/(298.1 − 248.1) = 4.963

Minimum power

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

Ẇmin = Q̇L/COP = 4/4.963 = 0.806 kW

Answer

Ẇmin = 0.806 kW
19.Waves, sound & optics

Answer: di = −15 cm

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.

Thin-lens equation

1/di = 1/f − 1/do = 1/30 − 1/10
di = −15 cm
FF10 cmf = 30 cm

Ray diagram

virtual, on the same side as the object

Answer

di = −15 cm
20.Waves, sound & optics

Answer: θa = 10.02 °

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 = 1.51/1.52 = 0.9934 → θc = 83.42°

Numerical aperture

NA = √(1.52² − 1.51²) = 0.1741

Acceptance angle

θa = arcsin(0.1741) = 10.02°

Answer

θa = 10.02°

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