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 = 6 m/s30 m

A ball is thrown straight up at 6 m/s from the edge of a roof 30 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 = 6 m/sh₀ = 30 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
15 kg35°F = 150 Nμ = 0.4

A 15 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 = 15 kgF = 150 Nθ = 35°μ = 0.4g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 7.5 kg6 kgμ = 0.25

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 coefficient of kinetic friction between block and table is 0.25. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 7.5 kgm2 = 6 kgμ = 0.25g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 34 m/sθ = ?R = 95 m

A ball is launched from level ground at 34 m/s and must land 95 m away. Ignore air resistance and use g = 9.81 m/s². Find the smaller of the two possible launch angles θ.

v₀ = 34 m/sR = 95 mg = 9.81 m/s²
θ = °
6.Projectile motionHard
h = 10 mv0​ = 26 m/s45°x = ?

A ball is launched at 45° above horizontal from the top of a 10 m cliff. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 26 m/sθ = 45°h = 10 mg = 9.81 m/s²
x = m
7.Work & energyMedium
45°d = 15 mμ = 0.25

A 4 kg block slides 15 m down a slope at 45° to the horizontal, with a coefficient of kinetic friction of 0.25. Find the work Wf done against friction.

m = 4 kgθ = 45°μ = 0.25d = 15 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
h = 4 mL = 1 mμ = 0.15k = 1500 N/m

A 5 kg block is released from rest at height 4 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 1 m long (μ = 0.15) and then runs onto a spring (k = 1500 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 5 kgh = 4 mL = 1 mμ = 0.15k = 1500 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
3 kgv = ?8 gh = 8 cm

An 8 g bullet is fired horizontally into a 3 kg wooden block hanging on light strings, and stays inside it. The block swings up until it is 8 cm higher than at the start. Use g = 9.81 m/s². Find the speed v of the bullet before impact.

m = 8 gM = 3 kgh = 8 cmg = 9.81 m/s²
v = m/s
10.Momentum & collisionsHard
1900 kgv1​ = ?1800 kg

A 1900 kg car runs into a parked 1800 kg car. The wrecks lock together and skid 19 m before stopping. The coefficient of kinetic friction between tyres and road is 0.6. Use g = 9.81 m/s². Find the speed v1 of the first car just before the collision.

m1 = 1900 kgm2 = 1800 kgd = 19 mμ = 0.6g = 9.81 m/s²
v1 = m/s
11.Hydrostatic forceMedium
gated = 1 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 1 m below the surface. Find the resultant hydrostatic force F on the gate.

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

A vertical rectangular gate 3 m wide sits in the wall of a tank of glycerin, 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 = 1260 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
12d1​ = 100 mm, p1​ = 160 kPad2​ = 50 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 100 mm to 50 mm. In the wide section the pressure is 160 kPa and the velocity is 2.5 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 100 mmd2 = 50 mmp1 = 160 kPav1 = 2.5 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
H = ?d1​ = 50 mmp1​ = 80 kPad2​ = 20 mm

A fountain nozzle points straight up. Just below the nozzle the supply pipe has a diameter of 50 mm and a gauge pressure of 80 kPa. The nozzle exit diameter is 20 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 = 50 mmp1 = 80 kPa (gauge)d2 = 20 mmρ = 1000 kg/m³g = 9.81 m/s²
H = m
15.Ideal gas lawMedium
230 g of N₂P = 550 kPaT = 10 °CV = ?

What volume V does 230 g of N₂ occupy at 550 kPa and 10 °C? Treat it as an ideal gas.

m = 230 gM = 28.01 g/molP = 550 kPaT = 10 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
State 1State 2

A fixed amount of N₂ goes from 350 kPa, 2 L, 30 °C to 100 kPa and 180 °C. Find the new volume V2.

P1 = 350 kPaV1 = 2 LT1 = 30 °CP2 = 100 kPaT2 = 180 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 450 °CTL​ = 10 °CEQH​QL​η = 37%

A heat engine receives heat from a source at 450 °C and rejects heat to the surroundings at 10 °C. Its actual thermal efficiency is 37%. Find its second-law efficiency ηII, the ratio of the actual efficiency to the Carnot efficiency.

TH = 450 °CTL = 10 °Cη = 37%
ηII = %
18.Heat engines & refrigeratorsHard
TH​ = 35 °CTL​ = 5 °CRQ̇H​Q̇L​ = 1.5 kWẆ = ?

A refrigerator keeps its cold space at 5 °C in a kitchen at 35 °C, removing heat from the cold space at 1.5 kW. Find the minimum power input Ẇmin.

TH = 35 °CTL = 5 °CQ̇L = 1.5 kW
Ẇmin = kW
19.Waves, sound & opticsMedium
θc = ?90°ethanol, n1​ = 1.36water, n2​ = 1.33

Light travels in ethanol (n = 1.36) towards a flat boundary with water (n = 1.33). Find the critical angle θc beyond which it is totally reflected.

n1 = 1.36n2 = 1.33
θc = °
20.Waves, sound & opticsHard
θa​ = ?n1​ = 1.46n2​ = 1.43n0​ = 1.00

An optical fibre has a core with n₁ = 1.46 and a cladding with n₂ = 1.43. 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 = 1.46n2 = 1.43n0 = 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 = 3.159 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.

−30 = 6·t − ½·9.81·t²
4.905·t² − 6·t − 30 = 0

Solve the quadratic

Only the positive root is physical.

t = (6 + √(6² + 2·9.81·30))/9.81 = 3.159 s

Answer

t = 3.159 s
3.Newton’s laws

Answer: a = 6.562 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 = 147.2 − 150·sin 35° = 61.11 N

Horizontal forces

m·a = F·cos θ − μ·N = 122.9 − 24.45
a = 98.43/15 = 6.562 m/s²

Answer

a = 6.562 m/s²
4.Newton’s laws

Answer: a = 2.998 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.

Acceleration of the system

a = (m2·g − μ·m1·g)/(m1 + m2) = (58.86 − 18.39)/13.5 = 2.998 m/s²

Answer

a = 2.998 m/s²
5.Projectile motion

Answer: θ = 26.86 °

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 = 9.81·95/34² = 0.8062

Angle

2θ = 53.72° → θ = 26.86°

Answer

θ = 26.86°

The other solution is 90° − θ = 63.14°.

6.Projectile motion

Answer: x = 77.77 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 45° = 18.38 m/s
vy = v0·sin θ = 26·sin 45° = 18.38 m/s

Time in the air

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

0 = 10 + 18.38·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (18.38 + √(338 + 196.2))/9.81 = 4.23 s

Horizontal distance

x = vx·t = 18.38·4.23 = 77.77 m

Answer

x = 77.77 m
7.Work & energy

Answer: Wf = 104.1 J

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).

Friction force

N = mg·cos θ = 39.24·0.7071 = 27.75 N
F = μN = 0.25·27.75 = 6.937 N

Work against friction

Wf = F·d = 6.937·15 = 104.1 J

Answer

Wf = 104.1 J
8.Work & energy

Answer: x = 50.18 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·(4 − 0.15·1) = 188.8 J

Maximum compression

½kx² = 188.8 → x = √(2·188.8/1500) = 0.5018 m = 50.18 cm

Answer

x = 50.18 cm
9.Momentum & collisions

Answer: v = 471.1 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.

Swing after impact

V = √(2·g·h) = √(2·9.81·0.08) = 1.253 m/s

Collision

m·v = (m + M)·V → v = (0.008 + 3)·1.253/0.008 = 471.1 m/s

Answer

v = 471.1 m/s
10.Momentum & collisions

Answer: v1 = 29.12 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) = √(2·0.6·9.81·19) = 14.96 m/s

Momentum in the collision

m1·v1 = (m1 + m2)·V → v1 = 3700·14.96/1900 = 29.12 m/s

Answer

v1 = 29.12 m/s
(104.8 km/h)
11.Hydrostatic force

Answer: F = 38.63 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 + 1.5/2 = 1.75 m
A = H·b = 1.5·1.5 = 2.25 m²
gated = 1 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·1.75·2.25 = 38.63 kN

Answer

F = 38.63 kN
12.Hydrostatic force

Answer: F = 259.6 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 = 1260·9.81·3.5·6 = 259.6 kN

Answer

F = 259.6 kN
13.Continuity & Bernoulli

Answer: p2 = 113.1 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 = 2.5·(100/50)² = 10 m/s
½ρ(v1² − v2²) = ½·1000·(2.5² − 10²)/1000 = −46.88 kPa
p2 = p1 + ½ρ(v1² − v2²) = 160 + (−46.88) = 113.1 kPa

Answer

p2 = 113.1 kPa
14.Continuity & Bernoulli

Answer: H = 8.369 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 = 20/50 = 0.4
v2 = √(2p1/(ρ(1 − β⁴))) = √(2·80000/(1000·0.9744)) = 12.81 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) = 12.81²/(2·9.81) = 8.369 m

Answer

H = 8.369 m
15.Ideal gas law

Answer: V = 35.15 L

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

Moles

n = 230/28.01 = 8.211 mol
T = 10 + 273.15 = 283.1 K

Volume

V = nRT/P = 8.211·8.314·283.1/550 = 35.15 L

Answer

V = 35.15 L
16.Ideal gas law

Answer: V2 = 10.46 L

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

Absolute temperatures

T1 = 303.1 K, T2 = 453.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 2·(350/100)·(453.1/303.1) = 10.46 L

Answer

V2 = 10.46 L
17.Heat engines & refrigerators

Answer: ηII = 60.81 %

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
TL = 10 + 273.15 = 283.1 K

Carnot efficiency

ηCarnot = 1 − 283.1/723.1 = 60.84 %

Second-law efficiency

ηII = η/ηCarnot = 37/60.84 = 60.81 %

Answer

ηII = 60.81 %
18.Heat engines & refrigerators

Answer: Ẇmin = 0.1618 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 = 5 + 273.15 = 278.1 K

Best possible COP

COPR,max = TL/(TH − TL) = 278.1/(308.1 − 278.1) = 9.272

Minimum power

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

Ẇmin = Q̇L/COP = 1.5/9.272 = 0.1618 kW

Answer

Ẇmin = 0.1618 kW
19.Waves, sound & optics

Answer: θc = 77.94 °

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 = 1.33/1.36 = 0.9779

Critical angle

θc = arcsin(0.9779) = 77.94°

Answer

θc = 77.94°
20.Waves, sound & optics

Answer: θa = 17.12 °

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 = 1.43/1.46 = 0.9795 → θc = 78.36°

Numerical aperture

NA = √(1.46² − 1.43²) = 0.2944

Acceptance angle

θa = arcsin(0.2944) = 17.12°

Answer

θa = 17.12°

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