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 s16.67

A driver moving at 60 km/h sees an obstacle. Her reaction time is 0.8 s, after which the car brakes with a constant deceleration of 6 m/s². Find the total stopping distance d from the moment she sees the obstacle.

v₀ = 60 km/htr = 0.8 sa = −6 m/s²
d = m
2.KinematicsHard
v₀ = 9 m/s5 m

A ball is thrown straight up at 9 m/s from the edge of a roof 5 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 = 9 m/sh₀ = 5 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
θ = 25°a = ?m = 11 kg

An 11 kg block slides down a slope at 25° 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 = 11 kgθ = 25°μ = 0.25g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 5.5 kg5 kgμ = 0.2

A 5.5 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 5 kg mass. The coefficient of kinetic friction between block and table is 0.2. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 5.5 kgm2 = 5 kgμ = 0.2g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 40 m/s35°rangeH = ?

A ball is launched at 35° above horizontal from level ground. Ignore air resistance. Find the maximum height H the ball reaches.

v0 = 40 m/sθ = 35°g = 9.81 m/s²
H = m
6.Projectile motionHard
h = 35 mv0​ = 27 m/s35°H = ?

A ball is launched at 27 m/s and 35° above the horizontal from the top of a 35 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 = 27 m/sθ = 35°h = 35 mg = 9.81 m/s²
H = m
7.Work & energyMedium
40°d = 5 mμ = 0.25

A 2.5 kg block slides 5 m down a slope at 40° to the horizontal, with a coefficient of kinetic friction of 0.25. Find the work Wf done against friction.

m = 2.5 kgθ = 40°μ = 0.25d = 5 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
k = 500 N/m25°μ = 0.251 kg

A spring of stiffness 500 N/m at the bottom of a 25° slope is compressed by 12 cm against a 1 kg block and released. The coefficient of kinetic friction between block and slope is 0.25. 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 = 1 kgk = 500 N/mx = 12 cmθ = 25°μ = 0.25g = 9.81 m/s²
d = m
9.Momentum & collisionsMedium
2 kg29 m/s5 kgv′2​ = ?

A 7 kg projectile moving horizontally at 18 m/s explodes into two fragments that move along the same line. The 2 kg fragment continues forwards at 29 m/s. Find the velocity v′2 of the 5 kg fragment (positive in the original direction).

M = 7 kgu = 18 m/sm1 = 2 kgv′1 = 29 m/sm2 = 5 kg
v′2 = m/s
10.Momentum & collisionsHard
1400 kgv1​ = ?1600 kg

A 1400 kg car runs into a parked 1600 kg car. The wrecks lock together and skid 9 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 = 1400 kgm2 = 1600 kgd = 9 mμ = 0.5g = 9.81 m/s²
v1 = m/s
11.Hydrostatic forceMedium
gated = 2.5 mH = 1 m

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of water, with its top edge 2.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 2.5 mH = 1 mb = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 0.5 mH = 3 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of seawater, with its top edge 0.5 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 0.5 mH = 3 mb = 1 mρ = 1025 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 150 mm, p1​ = ?d2​ = 100 mm, p2​ = 50 kPa

Water flows at 30 L/s through a horizontal pipe that narrows from 150 mm to 100 mm. The pressure in the narrow section is 50 kPa. Ignoring losses, find the pressure p1 in the wide section.

Q = 30 L/sd1 = 150 mmd2 = 100 mmp2 = 50 kPaρ = 1000 kg/m³
p1 = kPa
14.Continuity & BernoulliHard
12d1​ = 75 mm, p1​ = 290 kPad2​ = 40 mm, p2​ = ?Δz = 7 m

Water flows up through a pipe that narrows from 75 mm to 40 mm while rising 7 m. At section 1 the pressure is 290 kPa and the velocity is 0.75 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 75 mmd2 = 40 mmp1 = 290 kPav1 = 0.75 m/sΔz = 7 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
380 g of N₂V = 20 LT = 60 °CP = ?

A tank of 20 L contains 380 g of N₂ at 60 °C. Treat it as an ideal gas and find the pressure P.

m = 380 gM = 28.01 g/molV = 20 LT = 60 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
O₂, M = 32 g/molP = 550 kPaT = 180 °Cρ = ?

Find the density ρ of O₂ at 550 kPa and 180 °C, treating it as an ideal gas.

M = 32 g/molP = 550 kPaT = 180 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 650 °CTL​ = ?EQH​ = 2900 kJQL​ = 921 kJW

A reversible (Carnot) heat engine takes in 2900 kJ of heat from a reservoir at 650 °C and rejects 921 kJ per cycle. Find the temperature TL of the cold reservoir in °C.

TH = 650 °CQH = 2900 kJQL = 921 kJ
TL = °C
18.Heat engines & refrigeratorsHard
TH​ = 22 °CTL​ = 2 °CHPQ̇H​ = 9 kWQ̇L​Ẇ = ?

A heat pump delivers 9 kW of heat to a heating system at 22 °C, taking heat from a source at 2 °C. Its actual COP is 40% of the Carnot COP between these temperatures. Find the electrical power Ẇ it uses.

TH = 22 °CTL = 2 °CηII = 40%Q̇H = 9 kW
Ẇ = kW
19.Waves, sound & opticsMedium
S25 m/sO20 m/sf = 400 Hz

A source of 400 Hz moving at 25 m/s and an observer moving at 20 m/s approach each other. The speed of sound is 343 m/s. Find the frequency f′ that the observer hears.

f = 400 Hzv = 343 m/svs = 25 m/svo = 20 m/s
f′ = Hz
20.Waves, sound & opticsHard
λ = 500 nmd = 0.15 mmL = 1.2 my = ?

Light of wavelength 500 nm falls on two slits 0.15 mm apart. The screen is 1.2 m away. Find the distance y4 from the central bright fringe to bright fringe number 4.

λ = 500 nmd = 0.15 mmL = 1.2 mm = 4
y4 = mm

3Solutions

1.Kinematics

Answer: d = 36.48 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 = 60/3.6 = 16.67 m/s

Reaction distance

d1 = v₀·tr = 16.67·0.8 = 13.33 m

Braking distance

d2 = v₀²/(2a) = 16.67²/(2·6) = 23.15 m

Total

d = 13.33 + 23.15 = 36.48 m

Answer

d = 36.48 m
2.Kinematics

Answer: t = 2.282 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.

−5 = 9·t − ½·9.81·t²
4.905·t² − 9·t − 5 = 0

Solve the quadratic

Only the positive root is physical.

t = (9 + √(9² + 2·9.81·5))/9.81 = 2.282 s

Answer

t = 2.282 s
3.Newton’s laws

Answer: a = 1.923 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 25° − 0.25·cos 25°) = 9.81·(0.4226 − 0.2266) = 1.923 m/s²

Answer

a = 1.923 m/s²
4.Newton’s laws

Answer: T = 30.83 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) = (49.05 − 10.79)/10.5 = 3.644 m/s²

Tension from the block on the table

T − μ·m1·g = m1·a
T = 5.5·3.644 + 10.79 = 30.83 N

Answer

T = 30.83 N
5.Projectile motion

Answer: H = 26.83 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 = 40·cos 35° = 32.77 m/s
vy = v0·sin θ = 40·sin 35° = 22.94 m/s

Highest point

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

H = vy²/(2g) = 22.94²/(2·9.81) = 26.83 m

Answer

H = 26.83 m
6.Projectile motion

Answer: H = 47.22 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 = 27·sin 35° = 15.49 m/s

Rise above the cliff

Δh = vy²/(2g) = 15.49²/(2·9.81) = 12.22 m

Height above the ground

H = 35 + 12.22 = 47.22 m

Answer

H = 47.22 m
7.Work & energy

Answer: Wf = 23.48 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 = 24.53·0.766 = 18.79 N
F = μN = 0.25·18.79 = 4.697 N

Work against friction

Wf = F·d = 4.697·5 = 23.48 J

Answer

Wf = 23.48 J
8.Work & energy

Answer: d = 0.5653 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 = 12 cm = 0.12 m
½kx² = ½·500·0.12² = 3.6 J

Energy balance along the slope

m·g = 1·9.81 = 9.81 N
½kx² = mg·d·(sin θ + μ·cos θ)
d = 3.6/(9.81·(0.4226 + 0.25·0.9063)) = 0.5653 m

Answer

d = 0.5653 m
9.Momentum & collisions

Answer: v′2 = 13.6 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.

Momentum before

p = M·u = 7·18 = 126 kg·m/s

Momentum after

126 = 2·29 + 5·v′2
v′2 = (126 − 58)/5 = 13.6 m/s

Answer

v′2 = 13.6 m/s
10.Momentum & collisions

Answer: v1 = 20.13 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) = √(2·0.5·9.81·9) = 9.396 m/s

Momentum in the collision

m1·v1 = (m1 + m2)·V → v1 = 3000·9.396/1400 = 20.13 m/s

Answer

v1 = 20.13 m/s
(72.49 km/h)
11.Hydrostatic force

Answer: F = 44.15 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 + 1/2 = 3 m
A = H·b = 1·1.5 = 1.5 m²
gated = 2.5 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·3·1.5 = 44.15 kN

Answer

F = 44.15 kN
12.Hydrostatic force

Answer: ycp = 2.375 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 = 0.5 + 3/2 = 2 m
A = H·b = 3·1 = 3 m²
gated = 0.5 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 1025·9.81·2·3 = 60.33 kN

Centre of pressure

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

Ic = b·H³/12 = 1·3³/12 = 2.25 m⁴
ycp = yc + Ic/(yc·A) = 2 + 2.25/(2·3) = 2.375 m

Answer

ycp = 2.375 m
13.Continuity & Bernoulli

Answer: p1 = 55.85 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 = 0.03/0.01767 = 1.698 m/s
v2 = Q/A2 = 0.03/0.007854 = 3.82 m/s

Bernoulli

p1 = p2 + ½ρ(v2² − v1²) = 50 + ½·1000·(3.82² − 1.698²)/1000 = 50 + 5.854 = 55.85 kPa

Answer

p1 = 55.85 kPa
14.Continuity & Bernoulli

Answer: p2 = 218.1 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 = 0.75·(75/40)² = 2.637 m/s
½ρ(v1² − v2²) = ½·1000·(0.75² − 2.637²)/1000 = −3.195 kPa
ρgΔz = 1000·9.81·7/1000 = 68.67 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 290 + (−3.195) − 68.67 = 218.1 kPa

Answer

p2 = 218.1 kPa
15.Ideal gas law

Answer: P = 1879 kPa

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

Moles

n = m/M = 380/28.01 = 13.57 mol
T = 60 + 273.15 = 333.1 K

Pressure

P = nRT/V = 13.57·8.314·333.1/0.02 = 1879 kPa

Answer

P = 1879 kPa
16.Ideal gas law

Answer: ρ = 4.672 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 180 + 273.15 = 453.1 K

Density

ρ = 550·32/(8.314·453.1) = 4.672 kg/m³

Answer

ρ = 4.672 kg/m³
17.Heat engines & refrigerators

Answer: TL = 20.03 °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 = 650 + 273.15 = 923.1 K

Reversible heat ratio

TL = TH·QL/QH = 923.1·921/2900 = 293.2 K = 20.03 °C

Answer

TL = 20.03 °C
18.Heat engines & refrigerators

Answer: Ẇ = 1.525 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 = 22 + 273.15 = 295.1 K
TL = 2 + 273.15 = 275.1 K

Carnot and actual COP

COPmax = 295.1/(295.1 − 275.1) = 14.76
COP = 0.4·14.76 = 5.903

Power input

Ẇ = Q̇H/COP = 9/5.903 = 1.525 kW

Answer

Ẇ = 1.525 kW
19.Waves, sound & optics

Answer: f′ = 456.6 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|.

Doppler formula

f′ = f·(v + vo)/(v − vs) = 400·(343 + 20)/(343 − 25)
f′ = 456.6 Hz

Answer

f′ = 456.6 Hz
20.Waves, sound & optics

Answer: y4 = 16 mm

Interference and diffraction: light from two slits a distance d apart reaches a point on the screen with a path difference d·sin θ. Bright fringes appear where d·sin θ = mλ (m = 0, ±1, ±2, …). For a screen at distance L ≫ d, the m-th bright fringe is at y = mλL/d and the fringe spacing is Δy = λL/d. A grating with N lines per millimetre has d = 1/N and sharp maxima at d·sin θ = mλ; since sin θ ≤ 1, the highest order is the largest whole number m ≤ d/λ. A single slit of width a has dark fringes at a·sin θ = mλ, m = ±1, ±2, …

Fringe spacing

Δy = λL/d = 500 × 10⁻⁹·1.2/(0.15 × 10⁻³) = 4 mm

Fringe number 4

y4 = 4·4 = 16 mm

Answer

y4 = 16 mm

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