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)t = ?16.67

A car driving at 60 km/h brakes with a constant deceleration of 3 m/s² until it stops. How long does braking take? Find t.

v₀ = 60 km/ha = −3 m/s²v = 0
t = s
2.KinematicsHard
v₀ = 11 m/s35 m

A ball is thrown straight up at 11 m/s from the edge of a roof 35 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 = 11 m/sh₀ = 35 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
θ = 40°a = ?m = 4 kg

A 4 kg block slides down a slope at 40° 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 = 4 kgθ = 40°μ = 0.1g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 7.5 kg5.5 kgμ = 0.3

A 7.5 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 tension T in the string.

m1 = 7.5 kgm2 = 5.5 kgμ = 0.3g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 28 m/s70°rangeH = ?

A ball is launched at 70° above horizontal from level ground. Ignore air resistance. Find the maximum height H the ball reaches.

v0 = 28 m/sθ = 70°g = 9.81 m/s²
H = m
6.Projectile motionHard
h = 15 mv0​ = 30 m/s50°range

A ball is launched at 50° above horizontal from the top of a 15 m cliff. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 30 m/sθ = 50°h = 15 mg = 9.81 m/s²
t = s
7.Work & energyMedium
25°d = 17 mμ = 0.35

A block slides from rest down a slope at 25° to the horizontal. The coefficient of kinetic friction is 0.35. Find its speed v after it has slid 17 m along the slope.

θ = 25°μ = 0.35d = 17 mg = 9.81 m/s²
v = m/s
8.Work & energyHard
k = 800 N/m30°μ = 0.155 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 0.15. 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 = 5 kgk = 800 N/mx = 20 cmθ = 30°μ = 0.15g = 9.81 m/s²
d = m
9.Momentum & collisionsMedium
2 kg8 m/s0.5 kg

A 2 kg glider moving at 8 m/s makes a perfectly elastic head-on collision with a 0.5 kg glider at rest on a frictionless track. Find the velocity v′1 of the first glider after the collision (positive in its original direction).

m1 = 2 kgm2 = 0.5 kgv1 = 8 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
1000 kg10 m/s2000 kg8 m/sθ = ?

At a crossing a 1000 kg car travelling east at 10 m/s collides with a 2000 kg car travelling north at 8 m/s. The cars lock together. Find the direction θ of the wreck just after the collision, measured north of east.

m1 = 1000 kgv1 = 10 m/s (E)m2 = 2000 kgv2 = 8 m/s (N)
θ = °
11.Hydrostatic forceMedium
gated = 3 mH = 2 m

A vertical rectangular gate 1.5 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 mb = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 3 mH = 1.5 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of oil, with its top edge 3 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 3 mH = 1.5 mb = 2 mρ = 880 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
d1​ = 150 mmd2​ = 100 mm12p1​ − p2​ = 46 kPaQ = ?

Water flows through a horizontal venturi meter with an inlet diameter of 150 mm and a throat diameter of 100 mm. The pressure at the inlet is 46 kPa higher than at the throat. Ignoring losses, find the flow rate Q.

d1 = 150 mmd2 = 100 mmp1 − p2 = 46 kPaρ = 1000 kg/m³
Q = L/s
14.Continuity & BernoulliHard
12d1​ = 150 mm, p1​ = 210 kPad2​ = 40 mm, p2​ = ?Δz = 5 m

Water flows up through a pipe that narrows from 150 mm to 40 mm while rising 5 m. At section 1 the pressure is 210 kPa and the velocity is 0.75 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 150 mmd2 = 40 mmp1 = 210 kPav1 = 0.75 m/sΔz = 5 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
70 g of HeP = 600 kPaT = 25 °CV = ?

What volume V does 70 g of He occupy at 600 kPa and 25 °C? Treat it as an ideal gas.

m = 70 gM = 4.003 g/molP = 600 kPaT = 25 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
He, M = 4.003 g/molP = 550 kPaT = 60 °Cρ = ?

Find the density ρ of He at 550 kPa and 60 °C, treating it as an ideal gas.

M = 4.003 g/molP = 550 kPaT = 60 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 30 °CTL​ = 4 °CRQ̇H​ = ?Q̇L​ = 8.5 kWẆ

A reversible refrigerator keeps a cold room at 4 °C by removing 8.5 kW of heat, and rejects heat to the surroundings at 30 °C. Find the rate Q̇H at which it rejects heat.

TL = 4 °CTH = 30 °CQ̇L = 8.5 kW
Q̇H = kW
18.Heat engines & refrigeratorsHard
1000 °CTm​ = ?20 °CABWA​WB​

Two Carnot engines work in series. Engine A receives heat from a reservoir at 1000 °C and rejects heat to an intermediate reservoir at temperature Tm. Engine B takes all that heat and rejects heat to a reservoir at 20 °C. Both engines produce the same work. Find Tm in °C.

TH = 1000 °CTL = 20 °C
Tm = °C
19.Waves, sound & opticsMedium
P3 × 60 dB

One machine gives a sound level of 60 dB at a certain point. Find the level β at that point when 3 identical machines run at the same time (incoherent sources).

β1 = 60 dBn = 3
β = dB
20.Waves, sound & opticsHard
λ = 589 nma = 0.2 mmL = 1.5 m

Light of wavelength 589 nm passes through a single slit 0.2 mm wide. Find the width w of the central bright maximum on a screen 1.5 m away (between the first dark fringes on either side).

λ = 589 nma = 0.2 mmL = 1.5 m
w = mm

3Solutions

1.Kinematics

Answer: t = 5.556 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.

Units

v₀ = 60/3.6 = 16.67 m/s

Braking time

0 = v₀ − a·t → t = v₀/a = 16.67/3 = 5.556 s

Answer

t = 5.556 s
2.Kinematics

Answer: t = 4.018 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.

−35 = 11·t − ½·9.81·t²
4.905·t² − 11·t − 35 = 0

Solve the quadratic

Only the positive root is physical.

t = (11 + √(11² + 2·9.81·35))/9.81 = 4.018 s

Answer

t = 4.018 s
3.Newton’s laws

Answer: a = 5.554 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 40° − 0.1·cos 40°) = 9.81·(0.6428 − 0.0766) = 5.554 m/s²

Answer

a = 5.554 m/s²
4.Newton’s laws

Answer: T = 40.47 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) = (53.96 − 22.07)/13 = 2.453 m/s²

Tension from the block on the table

T − μ·m1·g = m1·a
T = 7.5·2.453 + 22.07 = 40.47 N

Answer

T = 40.47 N
5.Projectile motion

Answer: H = 35.28 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 = 28·cos 70° = 9.577 m/s
vy = v0·sin θ = 28·sin 70° = 26.31 m/s

Highest point

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

H = vy²/(2g) = 26.31²/(2·9.81) = 35.28 m

Answer

H = 35.28 m
6.Projectile motion

Answer: t = 5.266 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

Horizontal velocity stays constant; vertical motion has a constant acceleration g = 9.81 m/s² downward.

vx = v0·cos θ = 30·cos 50° = 19.28 m/s
vy = v0·sin θ = 30·sin 50° = 22.98 m/s

Time in the air

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

0 = 15 + 22.98·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (22.98 + √(528.1 + 294.3))/9.81 = 5.266 s

Answer

t = 5.266 s
7.Work & energy

Answer: v = 5.929 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 = √(2·9.81·17·(0.4226 − 0.35·0.9063)) = 5.929 m/s

Answer

v = 5.929 m/s
8.Work & energy

Answer: d = 0.5179 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 + 0.15·0.866)) = 0.5179 m

Answer

d = 0.5179 m
9.Momentum & collisions

Answer: v′1 = 4.8 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 = (2 − 0.5)/(2 + 0.5)·8 = 4.8 m/s
v′2 = 2·2/(2 + 0.5)·8 = 12.8 m/s

Answer

v′1 = 4.8 m/s
10.Momentum & collisions

Answer: θ = 57.99 °

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 = 1000·10 = 10000 kg·m/s
py = 2000·8 = 16000 kg·m/s

Direction

tan θ = py/px = 1.6 → θ = 57.99°

Answer

θ = 57.99°
11.Hydrostatic force

Answer: F = 117.7 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 + 2/2 = 4 m
A = H·b = 2·1.5 = 3 m²
gated = 3 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·4·3 = 117.7 kN

Answer

F = 117.7 kN
12.Hydrostatic force

Answer: ycp = 3.8 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 = 3 + 1.5/2 = 3.75 m
A = H·b = 1.5·2 = 3 m²
gated = 3 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 880·9.81·3.75·3 = 97.12 kN

Centre of pressure

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

Ic = b·H³/12 = 2·1.5³/12 = 0.5625 m⁴
ycp = yc + Ic/(yc·A) = 3.75 + 0.5625/(3.75·3) = 3.8 m

Answer

ycp = 3.8 m
13.Continuity & Bernoulli

Answer: Q = 84.09 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.

Continuity

v1 = v2·(100/150)² = 0.4444·v2

Bernoulli between inlet and throat

The pipe is horizontal, so only pressure and velocity change.

p1 − p2 = ½ρv2²(1 − β⁴)
v2 = √(2·46000/(1000·(1 − 0.1975))) = 10.71 m/s
v1 = 4.759 m/s

Flow rate

Q = A2·v2 = 0.007854·10.71 = 0.08409 m³/s = 84.09 L/s

Answer

Q = 84.09 L/s
14.Continuity & Bernoulli

Answer: p2 = 105.6 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·(150/40)² = 10.55 m/s
½ρ(v1² − v2²) = ½·1000·(0.75² − 10.55²)/1000 = −55.34 kPa
ρgΔz = 1000·9.81·5/1000 = 49.05 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 210 + (−55.34) − 49.05 = 105.6 kPa

Answer

p2 = 105.6 kPa
15.Ideal gas law

Answer: V = 72.24 L

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

Moles

n = 70/4.003 = 17.49 mol
T = 25 + 273.15 = 298.1 K

Volume

V = nRT/P = 17.49·8.314·298.1/600 = 72.24 L

Answer

V = 72.24 L
16.Ideal gas law

Answer: ρ = 0.7949 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 60 + 273.15 = 333.1 K

Density

ρ = 550·4.003/(8.314·333.1) = 0.7949 kg/m³

Answer

ρ = 0.7949 kg/m³
17.Heat engines & refrigerators

Answer: Q̇H = 9.297 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 = 4 + 273.15 = 277.1 K

Reversible heat ratio

Q̇H = Q̇L·TH/TL = 8.5·303.1/277.1 = 9.297 kW

Answer

Q̇H = 9.297 kW

Power input: Ẇ = 0.7974 kW.

18.Heat engines & refrigerators

Answer: Tm = 510 °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 = 1000 + 273.15 = 1273 K
TL = 20 + 273.15 = 293.1 K

Equal work

W = Q·(1 − Tlow/Thigh) and Q/T is the same at every reservoir, so W is proportional to the temperature drop.

Tm = (1273 + 293.1)/2 = 783.2 K = 510 °C

Answer

Tm = 510 °C
19.Waves, sound & optics

Answer: β = 64.77 dB

Waves: a periodic wave moves one wavelength in one period, so v = fλ with T = 1/f. On a stretched string v = √(T/μ), with T the tension and μ = m/L the mass per metre. Sound in air travels at about 343 m/s at 20 °C, light in vacuum at c = 3.00 × 10⁸ m/s. Loudness is measured on a logarithmic scale: β = 10·log₁₀(I/I₀) dB with I₀ = 10⁻¹² W/m², so 10 times the intensity adds 10 dB. A point source spreads its power P over a sphere: I = P/(4πr²).

Total intensity

I = 3·I₁

Level

β = 60 + 10·log₁₀(3) = 64.77 dB

Answer

β = 64.77 dB
20.Waves, sound & optics

Answer: w = 8.835 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, …

First dark fringe

y₁ = λL/a = 589 × 10⁻⁹·1.5/(0.2 × 10⁻³) = 4.417 mm

Width of the central maximum

w = 2y₁ = 8.835 mm

Answer

w = 8.835 mm

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