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)6.667 s20

A car driving at 72 km/h brakes with a constant deceleration of 3 m/s² until it stops. Find the braking distance s.

v₀ = 72 km/ha = −3 m/s²v = 0
s = m
2.KinematicsHard
AB: 20 m/s15 m

Ball A is dropped from rest from a height of 15 m. At the same instant ball B is thrown straight up from the ground directly below at 20 m/s. Ignore air resistance and use g = 9.81 m/s². When do the balls meet? Find t.

H = 15 mv0B = 20 m/sg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
θ = 20°a = ?m = 15 kg

A 15 kg block slides down a slope at 20° to the horizontal. The coefficient of kinetic friction is 0.3. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 15 kgθ = 20°μ = 0.3g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
5 kg7 kgTF = 80 Nμ = 0.25

Two blocks on a level floor are joined by a light horizontal string. A horizontal force of 80 N pulls the front 7 kg block; the 5 kg block is towed behind. The coefficient of kinetic friction is 0.25 for both blocks. Use g = 9.81 m/s². Find the tension T in the connecting string.

m1 = 5 kgm2 = 7 kgF = 80 Nμ = 0.25g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 40 m/sθ = ?R = 150 m

A ball is launched from level ground at 40 m/s and must land 150 m away. Ignore air resistance and use g = 9.81 m/s². Find the smaller of the two possible launch angles θ.

v₀ = 40 m/sR = 150 mg = 9.81 m/s²
θ = °
6.Projectile motionHard
13 mv0​ = 30 m/s55°x = ?

A ball is thrown from ground level at 30 m/s and 55° above the horizontal. It lands on the flat roof of a building 13 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 = 30 m/sθ = 55°hroof = 13 mg = 9.81 m/s²
x = m
7.Work & energyMedium
25°d = 6 mμ = 0.35

A 5 kg block slides 6 m down a slope at 25° to the horizontal, with a coefficient of kinetic friction of 0.35. Find the work Wf done against friction.

m = 5 kgθ = 25°μ = 0.35d = 6 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
F = 200 N20°μ = 0.320 kg

A 20 kg block starts from rest at the bottom of a 20° slope and is pulled up the slope by a constant force of 200 N parallel to the slope. The coefficient of kinetic friction is 0.3. Find the speed v of the block after it has moved 9 m up the slope.

m = 20 kgF = 200 Nθ = 20°μ = 0.3d = 9 mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
7 kg55 m/s2 kgv′2​ = ?

A 9 kg projectile moving horizontally at 22 m/s explodes into two fragments that move along the same line. The 7 kg fragment continues forwards at 55 m/s. Find the velocity v′2 of the 2 kg fragment (positive in the original direction).

M = 9 kgu = 22 m/sm1 = 7 kgv′1 = 55 m/sm2 = 2 kg
v′2 = m/s
10.Momentum & collisionsHard
27 m/s14 m/s

A 0.2 kg ball hits a wall at 27 m/s and bounces straight back at 14 m/s. The contact lasts 25 ms. Find the average force Favg of the wall on the ball.

m = 0.2 kgvin = 27 m/svout = 14 m/sΔt = 25 ms
Favg = N
11.Hydrostatic forceMedium
gated = 0.5 mH = 1 m

A vertical rectangular gate 3 m wide sits in the wall of a tank of water, with its top edge 0.5 m below the surface. Find the resultant hydrostatic force F on the gate.

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

A vertical rectangular gate 1 m wide sits in the wall of a tank of glycerin, with its top edge 1.5 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 1.5 mH = 1 mb = 1 mρ = 1260 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 150 mm, p1​ = 180 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 180 kPa and the velocity is 0.75 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 150 mmd2 = 100 mmp1 = 180 kPav1 = 0.75 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 100 mm, p1​ = 150 kPad2​ = 50 mm, p2​ = ?Δz = 6 m

Water flows up through a pipe that narrows from 100 mm to 50 mm while rising 6 m. At section 1 the pressure is 150 kPa and the velocity is 0.75 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 100 mmd2 = 50 mmp1 = 150 kPav1 = 0.75 m/sΔz = 6 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
10 g of CO₂P = 750 kPaT = 40 °CV = ?

What volume V does 10 g of CO₂ occupy at 750 kPa and 40 °C? Treat it as an ideal gas.

m = 10 gM = 44.01 g/molP = 750 kPaT = 40 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
N₂, M = 28.01 g/molP = 900 kPaT = 140 °Cρ = ?

Find the density ρ of N₂ at 900 kPa and 140 °C, treating it as an ideal gas.

M = 28.01 g/molP = 900 kPaT = 140 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 575 °CTL​ = 20 °CEQH​ = 3000 kJQL​W = ?

A heat engine works between a hot reservoir at 575 °C and a cold reservoir at 20 °C. It takes in 3000 kJ of heat. Find the most work Wmax it could possibly produce.

TH = 575 °CTL = 20 °CQH = 3000 kJ
Wmax = kJ
18.Heat engines & refrigeratorsHard
TH​ = 750 °CT0​ = 25 °CTL​ = -15 °CERWQ̇H​ = 40 kWQ̇L​ = ?

A Carnot heat engine receives 40 kW of heat from a source at 750 °C and rejects heat to the surroundings at 25 °C. All of its work drives a Carnot refrigerator that removes heat from a freezer at -15 °C and also rejects heat to the surroundings at 25 °C. Find the rate Q̇L at which heat is removed from the freezer.

TH = 750 °CT0 = 25 °CTL = -15 °CQ̇H = 40 kW
Q̇L = kW
19.Waves, sound & opticsMedium
L = 1 mn = 7

A pipe closed at one end is 1 m long. The speed of sound is 343 m/s. Find the frequency f7 of its harmonic number 7.

v = 343 m/sn = 7L = 1 m
f7 = Hz
20.Waves, sound & opticsHard
θa​ = ?n1​ = 1.62n2​ = 1.61n0​ = 1.00

An optical fibre has a core with n₁ = 1.62 and a cladding with n₂ = 1.61. 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 = 1.61n0 = 1.00
θa = °

3Solutions

1.Kinematics

Answer: s = 66.67 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 = 72/3.6 = 20 m/s

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 20²/(2·3) = 66.67 m

Answer

s = 66.67 m
2.Kinematics

Answer: t = 0.75 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.

Meeting time

Up is positive, the ground is y = 0.

15 − ½g·t² = 20·t − ½g·t² → t = 15/20 = 0.75 s

Answer

t = 0.75 s
3.Newton’s laws

Answer: a = 0.5897 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° − 0.3·cos 20°) = 9.81·(0.342 − 0.2819) = 0.5897 m/s²

Answer

a = 0.5897 m/s²
4.Newton’s laws

Answer: T = 33.33 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.

Whole system

a = (F − μ·(m1 + m2)·g)/(m1 + m2) = (80 − 29.43)/12 = 4.214 m/s²

Rear block alone

T = m1·(a + μ·g) = 5·(4.214 + 2.453) = 33.33 N

Answer

T = 33.33 N

With the same μ on both blocks, friction drops out: T = F·m₁/(m₁ + m₂).

5.Projectile motion

Answer: θ = 33.44 °

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 = 9.81·150/40² = 0.9197

Angle

2θ = 66.88° → θ = 33.44°

Answer

θ = 33.44°

The other solution is 90° − θ = 56.56°.

6.Projectile motion

Answer: x = 75.87 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 = 17.21 m/s, vy = 24.57 m/s

Time to land on the roof

Larger root: the ball is descending.

13 = 24.57·t − 4.905·t²
t = (24.57 + √(24.57² − 2·9.81·13))/9.81 = 4.409 s

Horizontal distance

x = vx·t = 17.21·4.409 = 75.87 m

Answer

x = 75.87 m
7.Work & energy

Answer: Wf = 93.35 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 = 49.05·0.9063 = 44.45 N
F = μN = 0.35·44.45 = 15.56 N

Work against friction

Wf = F·d = 15.56·6 = 93.35 J

Answer

Wf = 93.35 J
8.Work & energy

Answer: v = 8.356 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).

Forces along the slope

m·g = 20·9.81 = 196.2 N
mg·sin θ = 67.1 N
μ·mg·cos θ = 55.31 N

Work–energy

½mv² = (200 − 122.4)·9 = 698.3 J
v = √(2·698.3/20) = 8.356 m/s

Answer

v = 8.356 m/s
9.Momentum & collisions

Answer: v′2 = −93.5 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.

Momentum before

p = M·u = 9·22 = 198 kg·m/s

Momentum after

198 = 7·55 + 2·v′2
v′2 = (198 − 385)/2 = −93.5 m/s

Answer

v′2 = −93.5 m/s

The minus sign means the second fragment flies backwards.

10.Momentum & collisions

Answer: Favg = 328 N

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.

Change in momentum

J = m·Δv = 0.2·(14 + 27) = 8.2 N·s

Average force

Favg = J/Δt = 8.2/0.025 = 328 N

Answer

Favg = 328 N
11.Hydrostatic force

Answer: F = 29.43 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 = 0.5 + 1/2 = 1 m
A = H·b = 1·3 = 3 m²
gated = 0.5 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·1·3 = 29.43 kN

Answer

F = 29.43 kN
12.Hydrostatic force

Answer: ycp = 2.042 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 = 1.5 + 1/2 = 2 m
A = H·b = 1·1 = 1 m²
gated = 1.5 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1260·9.81·2·1 = 24.72 kN

Centre of pressure

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

Ic = b·H³/12 = 1·1³/12 = 0.08333 m⁴
ycp = yc + Ic/(yc·A) = 2 + 0.08333/(2·1) = 2.042 m

Answer

ycp = 2.042 m
13.Continuity & Bernoulli

Answer: p2 = 178.9 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·(150/100)² = 1.688 m/s
½ρ(v1² − v2²) = ½·1000·(0.75² − 1.688²)/1000 = −1.143 kPa
p2 = p1 + ½ρ(v1² − v2²) = 180 + (−1.143) = 178.9 kPa

Answer

p2 = 178.9 kPa
14.Continuity & Bernoulli

Answer: p2 = 86.92 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·(100/50)² = 3 m/s
½ρ(v1² − v2²) = ½·1000·(0.75² − 3²)/1000 = −4.219 kPa
ρgΔz = 1000·9.81·6/1000 = 58.86 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 150 + (−4.219) − 58.86 = 86.92 kPa

Answer

p2 = 86.92 kPa
15.Ideal gas law

Answer: V = 0.7888 L

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

Moles

n = 10/44.01 = 0.2272 mol
T = 40 + 273.15 = 313.1 K

Volume

V = nRT/P = 0.2272·8.314·313.1/750 = 0.7888 L

Answer

V = 0.7888 L
16.Ideal gas law

Answer: ρ = 7.339 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 140 + 273.15 = 413.1 K

Density

ρ = 900·28.01/(8.314·413.1) = 7.339 kg/m³

Answer

ρ = 7.339 kg/m³
17.Heat engines & refrigerators

Answer: Wmax = 1963 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 = 575 + 273.15 = 848.1 K
TL = 20 + 273.15 = 293.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 293.1/848.1 = 65.44 %

Maximum work

Wmax = ηmax·QH = 0.6544·3000 = 1963 kJ

Answer

Wmax = 1963 kJ
18.Heat engines & refrigerators

Answer: Q̇L = 182.9 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 = 750 + 273.15 = 1023 K
T0 = 25 + 273.15 = 298.1 K
TL = -15 + 273.15 = 258.1 K

Engine work

η = 1 − 298.1/1023 = 0.7086
Ẇ = 0.7086·40 = 28.34 kW

Heat removed by the refrigerator

COPR = 258.1/(298.1 − 258.1) = 6.454
Q̇L = 6.454·28.34 = 182.9 kW

Answer

Q̇L = 182.9 kW
19.Waves, sound & optics

Answer: f7 = 600.3 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|.

Wavelength of this mode

λ = 4L/n = 4·1/7 = 0.5714 m

Frequency

f = v/λ = 343/0.5714 = 600.3 Hz

Answer

f7 = 600.3 Hz
20.Waves, sound & optics

Answer: θa = 10.35 °

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 = 1.61/1.62 = 0.9938 → θc = 83.63°

Numerical aperture

NA = √(1.62² − 1.61²) = 0.1797

Acceptance angle

θa = arcsin(0.1797) = 10.35°

Answer

θa = 10.35°

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