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)4.274 s27.78

A car driving at 100 km/h brakes with a constant deceleration of 6.5 m/s² until it stops. Find the braking distance s.

v₀ = 100 km/ha = −6.5 m/s²v = 0
s = m
2.KinematicsHard
v₀ = 20 m/s30 m

A ball is thrown straight up at 20 m/s from the edge of a roof 30 m above the ground. Ignore air resistance and use g = 9.81 m/s². Find the greatest height hmax above the ground.

v₀ = 20 m/sh₀ = 30 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
4.5 kg2.5 kg

Masses of 4.5 kg and 2.5 kg hang on either side of a light, frictionless pulley, connected by a light string. The system is released from rest. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 4.5 kgm2 = 2.5 kgg = 9.81 m/s²
T = N
4.Newton’s lawsHard
4 kg9 kgTF = 80 Nμ = 0.2

Two blocks on a level floor are joined by a light horizontal string. A horizontal force of 80 N pulls the front 9 kg block; the 4 kg block is towed behind. The coefficient of kinetic friction is 0.2 for both blocks. Use g = 9.81 m/s². Find the acceleration a of the blocks.

m1 = 4 kgm2 = 9 kgF = 80 Nμ = 0.2g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
96 my = ?v0​ = 40 m/s40°

A ball is kicked from level ground at 40 m/s and 40° above the horizontal towards a wall 96 m away. Ignore air resistance and use g = 9.81 m/s². At what height y does the ball pass the wall?

v₀ = 40 m/sθ = 40°x = 96 mg = 9.81 m/s²
y = m
6.Projectile motionHard
h = 40 mv0​ = 34 m/s50°α = ?

A ball is launched at 34 m/s and 50° above the horizontal from the top of a 40 m cliff. Ignore air resistance and use g = 9.81 m/s². At what angle α below the horizontal does it hit the ground?

v₀ = 34 m/sθ = 50°h = 40 mg = 9.81 m/s²
α = °
7.Work & energyMedium
35°d = 9 mμ = 0.25

A block slides from rest down a slope at 35° to the horizontal. The coefficient of kinetic friction is 0.25. Find its speed v after it has slid 9 m along the slope.

θ = 35°μ = 0.25d = 9 mg = 9.81 m/s²
v = m/s
8.Work & energyHard
k = 5000 N/m35°μ = 0.151 kg

A spring of stiffness 5000 N/m at the bottom of a 35° slope is compressed by 20 cm against a 1 kg block and released. The coefficient of kinetic friction between block and slope is 0.15. 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 = 5000 N/mx = 20 cmθ = 35°μ = 0.15g = 9.81 m/s²
d = m
9.Momentum & collisionsMedium
3 kg46 m/s1 kgv′2​ = ?

A 4 kg projectile moving horizontally at 13 m/s explodes into two fragments that move along the same line. The 3 kg fragment continues forwards at 46 m/s. Find the velocity v′2 of the 1 kg fragment (positive in the original direction).

M = 4 kgu = 13 m/sm1 = 3 kgv′1 = 46 m/sm2 = 1 kg
v′2 = m/s
10.Momentum & collisionsHard
1500 kg18 m/s1200 kg21 m/sv′ = ?

At a crossing a 1500 kg car travelling east at 18 m/s collides with a 1200 kg car travelling north at 21 m/s. The cars lock together. Find the speed v′ of the wreck just after the collision.

m1 = 1500 kgv1 = 18 m/s (E)m2 = 1200 kgv2 = 21 m/s (N)
v′ = m/s
11.Hydrostatic forceMedium
gated = 4 mH = 2.5 m

A vertical rectangular gate 3 m wide sits in the wall of a tank of water, with its top edge 4 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 4 mH = 2.5 mb = 3 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 4 mH = 2 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of glycerin, with its top edge 4 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 4 mH = 2 mb = 1 mρ = 1260 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 150 mm, p1​ = 130 kPad2​ = 100 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 150 mm to 100 mm. In the wide section the pressure is 130 kPa and the velocity is 0.5 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 150 mmd2 = 100 mmp1 = 130 kPav1 = 0.5 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
d1​ = 300 mmd2​ = 150 mm12Δh = 340 mmmercuryQ = ?

A horizontal venturi meter (inlet 300 mm, throat 150 mm) carries water. A mercury U-tube manometer connected between the inlet and the throat shows a level difference of 340 mm. The discharge coefficient is 0.96. Find the flow rate Q. Use ρ = 1000 kg/m³ for water, 13 600 kg/m³ for mercury and g = 9.81 m/s².

d1 = 300 mmd2 = 150 mmΔh = 340 mmCd = 0.96ρHg = 13 600 kg/m³g = 9.81 m/s²
Q = L/s
15.Ideal gas lawMedium
250 g of N₂P = 750 kPaT = 40 °CV = ?

What volume V does 250 g of N₂ occupy at 750 kPa and 40 °C? Treat it as an ideal gas.

m = 250 gM = 28.01 g/molP = 750 kPaT = 40 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
CO₂, M = 44.01 g/molP = 550 kPaT = 20 °Cρ = ?

Find the density ρ of CO₂ at 550 kPa and 20 °C, treating it as an ideal gas.

M = 44.01 g/molP = 550 kPaT = 20 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 450 °CTL​ = 25 °CEQH​QL​W

A heat engine works between a hot reservoir at 450 °C and a cold reservoir at 25 °C. Find the highest possible thermal efficiency ηmax.

TH = 450 °CTL = 25 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 25 °CTL​ = -20 °CRQ̇H​Q̇L​ = 4 kWẆ = ?

A refrigerator keeps its cold space at -20 °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 = -20 °CQ̇L = 4 kW
Ẇmin = kW
19.Waves, sound & opticsMedium
S30 m/sOf = 400 Hz

A source of 400 Hz moves at 30 m/s towards a stationary observer. The speed of sound is 343 m/s. Find the frequency f′ that the observer hears.

f = 400 Hzv = 343 m/svs = 30 m/s
f′ = Hz
20.Waves, sound & opticsHard
θa​ = ?n1​ = 1.62n2​ = 1.54n0​ = 1.00

An optical fibre has a core with n₁ = 1.62 and a cladding with n₂ = 1.54. 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 = 1.62n2 = 1.54n0 = 1.00
θa = °

3Solutions

1.Kinematics

Answer: s = 59.35 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 = 100/3.6 = 27.78 m/s

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 27.78²/(2·6.5) = 59.35 m

Answer

s = 59.35 m
2.Kinematics

Answer: hmax = 50.39 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.

Rise above the roof

0 = v₀² − 2·g·Δh → Δh = 20²/(2·9.81) = 20.39 m

Height above the ground

hmax = 30 + 20.39 = 50.39 m

Answer

hmax = 50.39 m
3.Newton’s laws

Answer: T = 31.53 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

The net driving force is the difference of the weights; it moves the total mass.

a = (4.5 − 2.5)·9.81/(4.5 + 2.5) = 2.803 m/s²

Tension from the lighter mass

T − m2·g = m2·a → T = 2.5·(9.81 + 2.803) = 31.53 N

Answer

T = 31.53 N
4.Newton’s laws

Answer: a = 4.192 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) = (80 − 25.51)/13 = 4.192 m/s²

Answer

a = 4.192 m/s²
5.Projectile motion

Answer: y = 32.41 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.

Time to the wall

vx = 40·cos 40° = 30.64 m/s
t = x/vx = 96/30.64 = 3.133 s

Height at that time

y = 25.71·3.133 − ½·9.81·3.133² = 32.41 m

Answer

y = 32.41 m

The ball is already on its way down at the wall.

6.Projectile motion

Answer: α = 60.26 °

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 = 34·cos 50° = 21.85 m/s
vy0 = 34·sin 50° = 26.05 m/s

Vertical speed at impact

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

vy = √(26.05² + 2·9.81·40) = 38.25 m/s

Impact angle

tan α = vy/vx = 38.25/21.85 → α = 60.26°

Answer

α = 60.26°
7.Work & energy

Answer: v = 8.07 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 = √(2·9.81·9·(0.5736 − 0.25·0.8192)) = 8.07 m/s

Answer

v = 8.07 m/s
8.Work & energy

Answer: d = 14.64 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 = ½·5000·0.2² = 100 J

Energy balance along the slope

m·g = 1·9.81 = 9.81 N
½kx² = mg·d·(sin θ + μ·cos θ)
d = 100/(9.81·(0.5736 + 0.15·0.8192)) = 14.64 m

Answer

d = 14.64 m
9.Momentum & collisions

Answer: v′2 = −86 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 = 4·13 = 52 kg·m/s

Momentum after

52 = 3·46 + 1·v′2
v′2 = (52 − 138)/1 = −86 m/s

Answer

v′2 = −86 m/s

The minus sign means the second fragment flies backwards.

10.Momentum & collisions

Answer: v′ = 13.68 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 components

px = 1500·18 = 27000 kg·m/s
py = 1200·21 = 25200 kg·m/s

Speed of the wreck

v′ = √(px² + py²)/(m1 + m2) = 36933/2700 = 13.68 m/s

Answer

v′ = 13.68 m/s
11.Hydrostatic force

Answer: F = 386.3 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 = 4 + 2.5/2 = 5.25 m
A = H·b = 2.5·3 = 7.5 m²
gated = 4 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·5.25·7.5 = 386.3 kN

Answer

F = 386.3 kN
12.Hydrostatic force

Answer: ycp = 5.067 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 = 4 + 2/2 = 5 m
A = H·b = 2·1 = 2 m²
gated = 4 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1260·9.81·5·2 = 123.6 kN

Centre of pressure

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

Ic = b·H³/12 = 1·2³/12 = 0.6667 m⁴
ycp = yc + Ic/(yc·A) = 5 + 0.6667/(5·2) = 5.067 m

Answer

ycp = 5.067 m
13.Continuity & Bernoulli

Answer: p2 = 129.5 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 = 0.5·(150/100)² = 1.125 m/s
½ρ(v1² − v2²) = ½·1000·(0.5² − 1.125²)/1000 = −0.5078 kPa
p2 = p1 + ½ρ(v1² − v2²) = 130 + (−0.5078) = 129.5 kPa

Answer

p2 = 129.5 kPa
14.Continuity & Bernoulli

Answer: Q = 160.6 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.

Pressure difference from the manometer

Δp = (13600 − 1000)·9.81·0.34 = 42026 Pa

Throat velocity

Continuity and Bernoulli together give the ideal throat velocity.

β = 150/300 = 0.5
v2 = √(2·42026/(1000·(1 − 0.0625))) = 9.469 m/s

Actual flow rate

Q = Cd·A2·v2 = 0.96·0.01767·9.469 = 0.1606 m³/s = 160.6 L/s

Answer

Q = 160.6 L/s
15.Ideal gas law

Answer: V = 30.98 L

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

Moles

n = 250/28.01 = 8.925 mol
T = 40 + 273.15 = 313.1 K

Volume

V = nRT/P = 8.925·8.314·313.1/750 = 30.98 L

Answer

V = 30.98 L
16.Ideal gas law

Answer: ρ = 9.931 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 20 + 273.15 = 293.1 K

Density

ρ = 550·44.01/(8.314·293.1) = 9.931 kg/m³

Answer

ρ = 9.931 kg/m³
17.Heat engines & refrigerators

Answer: ηmax = 58.77 %

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 = 25 + 273.15 = 298.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 298.1/723.1 = 58.77 %

Answer

ηmax = 58.77 %
18.Heat engines & refrigerators

Answer: Ẇmin = 0.711 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 = -20 + 273.15 = 253.1 K

Best possible COP

COPR,max = TL/(TH − TL) = 253.1/(298.1 − 253.1) = 5.626

Minimum power

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

Ẇmin = Q̇L/COP = 4/5.626 = 0.711 kW

Answer

Ẇmin = 0.711 kW
19.Waves, sound & optics

Answer: f′ = 438.3 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 + 0)/(343 − 30)
f′ = 438.3 Hz

Answer

f′ = 438.3 Hz
20.Waves, sound & optics

Answer: θa = 30.18 °

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 = 1.54/1.62 = 0.9506 → θc = 71.92°

Numerical aperture

NA = √(1.62² − 1.54²) = 0.5028

Acceptance angle

θa = arcsin(0.5028) = 30.18°

Answer

θa = 30.18°

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