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)1.5 s12.5

A driver moving at 45 km/h sees an obstacle. Her reaction time is 1.5 s, after which the car brakes with a constant deceleration of 6.5 m/s². Find the total stopping distance d from the moment she sees the obstacle.

v₀ = 45 km/htr = 1.5 sa = −6.5 m/s²
d = m
2.KinematicsHard
t (s)v (m/s)4 s

A tram starts from rest and accelerates at 3 m/s² for 4 s, then runs at constant speed for 13 s, and finally brakes at 5 m/s² until it stops. Find the total distance s between the two stops.

a1 = 3 m/s²t1 = 4 st2 = 13 sa3 = −5 m/s²
s = m
3.Newton’s lawsMedium
θ = 20°a = ?m = 17 kg

A 17 kg block slides down a slope at 20° to the horizontal. The coefficient of kinetic friction is 0.1. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 17 kgθ = 20°μ = 0.1g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 6.5 kg5.5 kgμ = 0.3

A 6.5 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 5.5 kg mass. The coefficient of kinetic friction between block and table is 0.3. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 6.5 kgm2 = 5.5 kgμ = 0.3g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 34 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 = 34 m/sθ = 20°g = 9.81 m/s²
x = m
6.Projectile motionHard
4 mv0​ = 37 m/s50°x = ?

A ball is thrown from ground level at 37 m/s and 50° above the horizontal. It lands on the flat roof of a building 4 m high, on its way down. Ignore air resistance and use g = 9.81 m/s². Find the horizontal distance x from the launch point to where it lands.

v₀ = 37 m/sθ = 50°hroof = 4 mg = 9.81 m/s²
x = m
7.Work & energyMedium
70 km/h

A car travelling at 70 km/h on a level road brakes hard and skids to a stop with its wheels locked. The coefficient of kinetic friction between the tyres and the road is 0.7. Find the stopping distance d.

v = 70 km/hμ = 0.7g = 9.81 m/s²
d = m
8.Work & energyHard
k = 800 N/m30°μ = 0.15 kg

A spring of stiffness 800 N/m at the bottom of a 30° slope is compressed by 20 cm against a 5 kg block and released. The coefficient of kinetic friction between block and slope is 0.1. 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 = 5 kgk = 800 N/mx = 20 cmθ = 30°μ = 0.1g = 9.81 m/s²
d = m
9.Momentum & collisionsMedium
5 kg12 m/s1.5 kg

A 5 kg glider moving at 12 m/s makes a perfectly elastic head-on collision with a 1.5 kg glider at rest on a frictionless track. Find the velocity v′2 of the second glider after the collision.

m1 = 5 kgm2 = 1.5 kgv1 = 12 m/sv2 = 0
v′2 = m/s
10.Momentum & collisionsHard
4 kgv = ?10 g35°L = 1.7 m

A 10 g bullet is fired horizontally into a 4 kg block hanging from light strings 1.7 m long, and stays in it. The strings swing out to a largest angle of 35° from the vertical. Use g = 9.81 m/s². Find the speed v of the bullet before impact.

m = 10 gM = 4 kgL = 1.7 mθ = 35°g = 9.81 m/s²
v = m/s
11.Hydrostatic forceMedium
gated = 3 mH = 2.5 m

A vertical rectangular gate 1 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 = 2.5 mb = 1 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 1 mH = 2.5 m

A vertical rectangular gate 3 m wide sits in the wall of a tank of seawater, with its top edge 1 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 1 mH = 2.5 mb = 3 mρ = 1025 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 75 mm, p1​ = 120 kPad2​ = 50 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 75 mm to 50 mm. In the wide section the pressure is 120 kPa and the velocity is 1.75 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 75 mmd2 = 50 mmp1 = 120 kPav1 = 1.75 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
H = ?d1​ = 75 mmp1​ = 50 kPad2​ = 25 mm

A fountain nozzle points straight up. Just below the nozzle the supply pipe has a diameter of 75 mm and a gauge pressure of 50 kPa. The nozzle exit diameter is 25 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 = 75 mmp1 = 50 kPa (gauge)d2 = 25 mmρ = 1000 kg/m³g = 9.81 m/s²
H = m
15.Ideal gas lawMedium
390 g of ArP = 750 kPaT = 70 °CV = ?

What volume V does 390 g of Ar occupy at 750 kPa and 70 °C? Treat it as an ideal gas.

m = 390 gM = 39.95 g/molP = 750 kPaT = 70 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
State 1State 2

A fixed amount of O₂ goes from 350 kPa, 10 L, 20 °C to 450 kPa and 80 °C. Find the new volume V2.

P1 = 350 kPaV1 = 10 LT1 = 20 °CP2 = 450 kPaT2 = 80 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 550 °CTL​ = 35 °CEQH​QL​η = 38%

A heat engine receives heat from a source at 550 °C and rejects heat to the surroundings at 35 °C. Its actual thermal efficiency is 38%. Find its second-law efficiency ηII, the ratio of the actual efficiency to the Carnot efficiency.

TH = 550 °CTL = 35 °Cη = 38%
ηII = %
18.Heat engines & refrigeratorsHard
1050 °CTm​ = ?35 °CABWA​WB​

Two Carnot engines work in series. Engine A receives heat from a reservoir at 1050 °C and rejects heat to an intermediate reservoir at temperature Tm. Engine B takes all that heat and rejects heat to a reservoir at 35 °C. Both engines have the same thermal efficiency. Find Tm in °C.

TH = 1050 °CTL = 35 °C
Tm = °C
19.Waves, sound & opticsMedium
L = 0.4 mn = 4

A pipe open at both ends is 0.4 m long. The speed of sound is 343 m/s. Find the frequency f4 of its harmonic number 4.

v = 343 m/sn = 4L = 0.4 m
f4 = Hz
20.Waves, sound & opticsHard
λ = 600 nmd = 0.5 mmL = 2 my = ?

Light of wavelength 600 nm falls on two slits 0.5 mm apart. The screen is 2 m away. Find the distance y5 from the central bright fringe to bright fringe number 5.

λ = 600 nmd = 0.5 mmL = 2 mm = 5
y5 = mm

3Solutions

1.Kinematics

Answer: d = 30.77 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 = 45/3.6 = 12.5 m/s

Reaction distance

d1 = v₀·tr = 12.5·1.5 = 18.75 m

Braking distance

d2 = v₀²/(2a) = 12.5²/(2·6.5) = 12.02 m

Total

d = 18.75 + 12.02 = 30.77 m

Answer

d = 30.77 m
2.Kinematics

Answer: s = 194.4 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.

Top speed

v = a1·t1 = 3·4 = 12 m/s

Distance of each phase

s1 = ½·3·4² = 24 m
s2 = 12·13 = 156 m
s3 = 12²/(2·5) = 14.4 m

Total distance

s = 24 + 156 + 14.4 = 194.4 m

Answer

s = 194.4 m
3.Newton’s laws

Answer: a = 2.433 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° − 0.1·cos 20°) = 9.81·(0.342 − 0.09397) = 2.433 m/s²

Answer

a = 2.433 m/s²
4.Newton’s laws

Answer: a = 2.902 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) = (53.96 − 19.13)/12 = 2.902 m/s²

Answer

a = 2.902 m/s²
5.Projectile motion

Answer: x = 75.75 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 = 34·cos 20° = 31.95 m/s
vy = v0·sin θ = 34·sin 20° = 11.63 m/s

Time in the air

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

t = 2·11.63/9.81 = 2.371 s

Horizontal distance

x = vx·t = 31.95·2.371 = 75.75 m

Answer

x = 75.75 m
6.Projectile motion

Answer: x = 134 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

vx = 23.78 m/s, vy = 28.34 m/s

Time to land on the roof

Larger root: the ball is descending.

4 = 28.34·t − 4.905·t²
t = (28.34 + √(28.34² − 2·9.81·4))/9.81 = 5.634 s

Horizontal distance

x = vx·t = 23.78·5.634 = 134 m

Answer

x = 134 m
7.Work & energy

Answer: d = 27.53 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).

Speed in base units

v = 70/3.6 = 19.44 m/s

Energy balance

½mv² = μmg·d → d = v²/(2μg) = 19.44²/(2·0.7·9.81) = 27.53 m

Answer

d = 27.53 m

Doubling the speed makes the stopping distance four times longer.

8.Work & energy

Answer: d = 0.5561 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 = 20 cm = 0.2 m
½kx² = ½·800·0.2² = 16 J

Energy balance along the slope

m·g = 5·9.81 = 49.05 N
½kx² = mg·d·(sin θ + μ·cos θ)
d = 16/(49.05·(0.5 + 0.1·0.866)) = 0.5561 m

Answer

d = 0.5561 m
9.Momentum & collisions

Answer: v′2 = 18.46 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 = (5 − 1.5)/(5 + 1.5)·12 = 6.462 m/s
v′2 = 2·5/(5 + 1.5)·12 = 18.46 m/s

Answer

v′2 = 18.46 m/s
10.Momentum & collisions

Answer: v = 984.9 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) = 1.7·(1 − cos 35°) = 0.3074 m

Speed after impact

V = √(2·9.81·0.3074) = 2.456 m/s

Collision

v = (m + M)·V/m = 4.01·2.456/0.01 = 984.9 m/s

Answer

v = 984.9 m/s
11.Hydrostatic force

Answer: F = 104.2 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 + 2.5/2 = 4.25 m
A = H·b = 2.5·1 = 2.5 m²
gated = 3 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·4.25·2.5 = 104.2 kN

Answer

F = 104.2 kN
12.Hydrostatic force

Answer: ycp = 2.481 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 + 2.5/2 = 2.25 m
A = H·b = 2.5·3 = 7.5 m²
gated = 1 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1025·9.81·2.25·7.5 = 169.7 kN

Centre of pressure

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

Ic = b·H³/12 = 3·2.5³/12 = 3.906 m⁴
ycp = yc + Ic/(yc·A) = 2.25 + 3.906/(2.25·7.5) = 2.481 m

Answer

ycp = 2.481 m
13.Continuity & Bernoulli

Answer: p2 = 113.8 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 = 1.75·(75/50)² = 3.938 m/s
½ρ(v1² − v2²) = ½·1000·(1.75² − 3.938²)/1000 = −6.221 kPa
p2 = p1 + ½ρ(v1² − v2²) = 120 + (−6.221) = 113.8 kPa

Answer

p2 = 113.8 kPa
14.Continuity & Bernoulli

Answer: H = 5.161 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 = 25/75 = 0.3333
v2 = √(2p1/(ρ(1 − β⁴))) = √(2·50000/(1000·0.9877)) = 10.06 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) = 10.06²/(2·9.81) = 5.161 m

Answer

H = 5.161 m
15.Ideal gas law

Answer: V = 37.13 L

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

Moles

n = 390/39.95 = 9.762 mol
T = 70 + 273.15 = 343.1 K

Volume

V = nRT/P = 9.762·8.314·343.1/750 = 37.13 L

Answer

V = 37.13 L
16.Ideal gas law

Answer: V2 = 9.37 L

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

Absolute temperatures

T1 = 293.1 K, T2 = 353.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 10·(350/450)·(353.1/293.1) = 9.37 L

Answer

V2 = 9.37 L
17.Heat engines & refrigerators

Answer: ηII = 60.74 %

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

Carnot efficiency

ηCarnot = 1 − 308.1/823.1 = 62.56 %

Second-law efficiency

ηII = η/ηCarnot = 38/62.56 = 60.74 %

Answer

ηII = 60.74 %
18.Heat engines & refrigerators

Answer: Tm = 365.4 °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 temperatures

TH = 1050 + 273.15 = 1323 K
TL = 35 + 273.15 = 308.1 K

Equal efficiencies

1 − Tm/TH = 1 − TL/Tm gives Tm² = TH·TL.

Tm = √(1323·308.1) = 638.5 K = 365.4 °C

Answer

Tm = 365.4 °C
19.Waves, sound & optics

Answer: f4 = 1715 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 = 2·0.4/4 = 0.2 m

Frequency

f = v/λ = 343/0.2 = 1715 Hz

Answer

f4 = 1715 Hz
20.Waves, sound & optics

Answer: y5 = 12 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 = 600 × 10⁻⁹·2/(0.5 × 10⁻³) = 2.4 mm

Fringe number 5

y5 = 5·2.4 = 12 mm

Answer

y5 = 12 mm

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