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)4.615 s30

A car driving at 108 km/h brakes with a constant deceleration of 6.5 m/s² until it stops. Find the braking distance s.

v₀ = 108 km/ha = −6.5 m/s²v = 0
s = m
2.KinematicsHard
v₀ = 19 m/s40 m

A ball is thrown straight up at 19 m/s from the edge of a roof 40 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 = 19 m/sh₀ = 40 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
θ = 25°35 kgF = ?

A 35 kg box is pushed up a ramp at 25° to the horizontal at constant speed, by a force parallel to the ramp. The coefficient of kinetic friction is 0.2. Use g = 9.81 m/s². Find the pushing force F.

m = 35 kgθ = 25°μ = 0.2g = 9.81 m/s²
F = N
4.Newton’s lawsHard
θ = 35°blockv₀ = 9 m/s

A block is given a push so that it starts sliding up a ramp at 35° with a speed of 9 m/s. The coefficient of kinetic friction is 0.2. Use g = 9.81 m/s². How far d along the ramp does it slide before it stops?

v₀ = 9 m/sθ = 35°μ = 0.2g = 9.81 m/s²
d = m
5.Projectile motionMedium
v0​ = 36 m/sθ = ?R = 50 m

A ball is launched from level ground at 36 m/s and must land 50 m away. Ignore air resistance and use g = 9.81 m/s². Find the smaller of the two possible launch angles θ.

v₀ = 36 m/sR = 50 mg = 9.81 m/s²
θ = °
6.Projectile motionHard
h = 35 mv0​ = 10 m/s25°v = ?

A ball is launched at 10 m/s and 25° above the horizontal from the top of a 35 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 = 25°h = 35 mg = 9.81 m/s²
v = m/s
7.Work & energyMedium
0.05 kgk = 500 N/mh = ?

A toy launcher has a vertical spring of stiffness 500 N/m. A 0.05 kg ball is placed on it and the spring is compressed by 4 cm, then released. Ignoring air resistance and the spring’s mass, find the height h the ball rises, measured from its position when the spring was compressed.

m = 0.05 kgk = 500 N/mx = 4 cmg = 9.81 m/s²
h = m
8.Work & energyHard
k = 2000 N/m25°μ = 0.250.5 kg

A spring of stiffness 2000 N/m at the bottom of a 25° slope is compressed by 8 cm against a 0.5 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 = 0.5 kgk = 2000 N/mx = 8 cmθ = 25°μ = 0.25g = 9.81 m/s²
d = m
9.Momentum & collisionsMedium
0.5 kg7 m/s3 kg

A 0.5 kg glider moving at 7 m/s makes a perfectly elastic head-on collision with a 3 kg glider at rest on a frictionless track. Find the velocity v′2 of the second glider after the collision.

m1 = 0.5 kgm2 = 3 kgv1 = 7 m/sv2 = 0
v′2 = m/s
10.Momentum & collisionsHard
3 kgv = ?15 g15°L = 1.9 m

A 15 g bullet is fired horizontally into a 3 kg block hanging from light strings 1.9 m long, and stays in it. The strings swing out to a largest angle of 15° from the vertical. Use g = 9.81 m/s². Find the speed v of the bullet before impact.

m = 15 gM = 3 kgL = 1.9 mθ = 15°g = 9.81 m/s²
v = m/s
11.Hydrostatic forceMedium
gated = 2 mH = 1.5 m

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

d = 2 mH = 1.5 mb = 2 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 1 mH = 3 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of oil, with its top edge 1 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 1 mH = 3 mb = 2 mρ = 880 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 150 mm, p1​ = 260 kPad2​ = 50 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 150 mm to 50 mm. In the wide section the pressure is 260 kPa and the velocity is 1.25 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 150 mmd2 = 50 mmp1 = 260 kPav1 = 1.25 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
C212 m2.5 md = 32 mmpC​ = ?

A hose with an inner diameter of 32 mm siphons water from an open tank. The highest point C of the hose is 2 m above the water surface, and the outlet (open to the air) is 2.5 m below the water surface. Ignore losses and take g = 9.81 m/s². Find the absolute pressure pC at point C. The atmospheric pressure is 101.3 kPa.

d = 32 mmzC = +2 mz2 = −2.5 mg = 9.81 m/s²patm = 101.3 kPa
pC = kPa
15.Ideal gas lawMedium
290 g of CH₄V = 30 LT = 70 °CP = ?

A tank of 30 L contains 290 g of CH₄ at 70 °C. Treat it as an ideal gas and find the pressure P.

m = 290 gM = 16.04 g/molV = 30 LT = 70 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
CO₂, M = 44.01 g/molP = 950 kPaT = 200 °Cρ = ?

Find the density ρ of CO₂ at 950 kPa and 200 °C, treating it as an ideal gas.

M = 44.01 g/molP = 950 kPaT = 200 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 800 °CTL​ = 30 °CEQH​ = 2900 kJQL​W = ?

A heat engine works between a hot reservoir at 800 °C and a cold reservoir at 30 °C. It takes in 2900 kJ of heat. Find the most work Wmax it could possibly produce.

TH = 800 °CTL = 30 °CQH = 2900 kJ
Wmax = kJ
18.Heat engines & refrigeratorsHard
TH​ = 30 °CTL​ = 2 °CRQ̇H​Q̇L​ = 2.5 kWẆ = ?

A refrigerator keeps its cold space at 2 °C in a kitchen at 30 °C, removing heat from the cold space at 2.5 kW. Find the minimum power input Ẇmin.

TH = 30 °CTL = 2 °CQ̇L = 2.5 kW
Ẇmin = kW
19.Waves, sound & opticsMedium
FFdo​ = 50 cmf = 20 cm

An object stands 50 cm in front of a thin converging lens with a focal length of 20 cm. Find the magnification m (negative for an inverted image).

do = 50 cmf = 20 cm
m =
20.Waves, sound & opticsHard
λ = 650 nmd = 0.25 mmL = 1 m

Light of wavelength 650 nm falls on two slits 0.25 mm apart. The screen is 1 m away. Find the spacing Δy between neighbouring bright fringes.

λ = 650 nmd = 0.25 mmL = 1 m
Δy = mm

3Solutions

1.Kinematics

Answer: s = 69.23 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 = 108/3.6 = 30 m/s

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 30²/(2·6.5) = 69.23 m

Answer

s = 69.23 m
2.Kinematics

Answer: t = 5.387 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.

−40 = 19·t − ½·9.81·t²
4.905·t² − 19·t − 40 = 0

Solve the quadratic

Only the positive root is physical.

t = (19 + √(19² + 2·9.81·40))/9.81 = 5.387 s

Answer

t = 5.387 s
3.Newton’s laws

Answer: F = 207.3 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 = 145.1 + 62.24 = 207.3 N

Answer

F = 207.3 N
4.Newton’s laws

Answer: d = 5.599 m

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.

Deceleration

Both forces point down the slope; the mass cancels.

a = 9.81·(sin 35° + 0.2·cos 35°) = 7.234 m/s²

Distance

d = v₀²/(2a) = 9²/(2·7.234) = 5.599 m

Answer

d = 5.599 m
5.Projectile motion

Answer: θ = 11.12 °

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 = 9.81·50/36² = 0.3785

Angle

2θ = 22.24° → θ = 11.12°

Answer

θ = 11.12°

The other solution is 90° − θ = 78.88°.

6.Projectile motion

Answer: v = 28.05 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 25° = 9.063 m/s
vy0 = 10·sin 25° = 4.226 m/s

Vertical speed at impact

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

vy = √(4.226² + 2·9.81·35) = 26.54 m/s

Impact speed

v = √(9.063² + 26.54²) = 28.05 m/s

Answer

v = 28.05 m/s

Check with energy: v² = v₀² + 2gh.

7.Work & energy

Answer: h = 0.8155 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 = 4 cm = 0.04 m
½kx² = ½·500·0.04² = 0.4 J

Height

m·g = 0.05·9.81 = 0.4905 N
h = ½kx²/(mg) = 0.4/0.4905 = 0.8155 m

Answer

h = 0.8155 m
8.Work & energy

Answer: d = 2.01 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 = 8 cm = 0.08 m
½kx² = ½·2000·0.08² = 6.4 J

Energy balance along the slope

m·g = 0.5·9.81 = 4.905 N
½kx² = mg·d·(sin θ + μ·cos θ)
d = 6.4/(4.905·(0.4226 + 0.25·0.9063)) = 2.01 m

Answer

d = 2.01 m
9.Momentum & collisions

Answer: v′2 = 2 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 = (0.5 − 3)/(0.5 + 3)·7 = −5 m/s
v′2 = 2·0.5/(0.5 + 3)·7 = 2 m/s

Answer

v′2 = 2 m/s
10.Momentum & collisions

Answer: v = 226.5 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) = 1.9·(1 − cos 15°) = 0.06474 m

Speed after impact

V = √(2·9.81·0.06474) = 1.127 m/s

Collision

v = (m + M)·V/m = 3.015·1.127/0.015 = 226.5 m/s

Answer

v = 226.5 m/s
11.Hydrostatic force

Answer: F = 80.93 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 + 1.5/2 = 2.75 m
A = H·b = 1.5·2 = 3 m²
gated = 2 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2.75·3 = 80.93 kN

Answer

F = 80.93 kN
12.Hydrostatic force

Answer: ycp = 2.8 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 + 3/2 = 2.5 m
A = H·b = 3·2 = 6 m²
gated = 1 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 880·9.81·2.5·6 = 129.5 kN

Centre of pressure

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

Ic = b·H³/12 = 2·3³/12 = 4.5 m⁴
ycp = yc + Ic/(yc·A) = 2.5 + 4.5/(2.5·6) = 2.8 m

Answer

ycp = 2.8 m
13.Continuity & Bernoulli

Answer: p2 = 197.5 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.

Continuity and Bernoulli

Work in Pa, then divide by 1000 to get kPa.

v2 = v1·(d1/d2)² = 1.25·(150/50)² = 11.25 m/s
½ρ(v1² − v2²) = ½·1000·(1.25² − 11.25²)/1000 = −62.5 kPa
p2 = p1 + ½ρ(v1² − v2²) = 260 + (−62.5) = 197.5 kPa

Answer

p2 = 197.5 kPa
14.Continuity & Bernoulli

Answer: pC = 57.15 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.

Velocity in the hose

Surface and outlet are both open to the air, so the pressure terms cancel.

v = √(2g·2.5) = √(2·9.81·2.5) = 7.004 m/s

Bernoulli from the surface to C

patm = pC + ½ρv² + ρgzC
pC = 101.3 − 1000·(7.004²/2 + 9.81·2)/1000 = 101.3 − 44.15 = 57.15 kPa

Answer

pC = 57.15 kPa

If this pressure falls to the vapour pressure of the water, the siphon stops working.

15.Ideal gas law

Answer: P = 1719 kPa

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

Moles

n = m/M = 290/16.04 = 18.08 mol
T = 70 + 273.15 = 343.1 K

Pressure

P = nRT/V = 18.08·8.314·343.1/0.03 = 1719 kPa

Answer

P = 1719 kPa
16.Ideal gas law

Answer: ρ = 10.63 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 200 + 273.15 = 473.1 K

Density

ρ = 950·44.01/(8.314·473.1) = 10.63 kg/m³

Answer

ρ = 10.63 kg/m³
17.Heat engines & refrigerators

Answer: Wmax = 2081 kJ

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 = 800 + 273.15 = 1073 K
TL = 30 + 273.15 = 303.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 303.1/1073 = 71.75 %

Maximum work

Wmax = ηmax·QH = 0.7175·2900 = 2081 kJ

Answer

Wmax = 2081 kJ
18.Heat engines & refrigerators

Answer: Ẇmin = 0.2544 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 = 30 + 273.15 = 303.1 K
TL = 2 + 273.15 = 275.1 K

Best possible COP

COPR,max = TL/(TH − TL) = 275.1/(303.1 − 275.1) = 9.827

Minimum power

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

Ẇmin = Q̇L/COP = 2.5/9.827 = 0.2544 kW

Answer

Ẇmin = 0.2544 kW
19.Waves, sound & optics

Answer: m = −0.6667

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 = 1/20 − 1/50
di = 33.33 cm
FF50 cmf = 20 cm

Magnification

m = −di/do = −33.33/50 = −0.6667

Answer

m = −0.6667
20.Waves, sound & optics

Answer: Δy = 2.6 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 = 650 × 10⁻⁹·1/(0.25 × 10⁻³) = 2.6 mm

Answer

Δy = 2.6 mm

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