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)1.3 s16.67

A driver moving at 60 km/h sees an obstacle. Her reaction time is 1.3 s, after which the car brakes with a constant deceleration of 7 m/s². Find the total stopping distance d from the moment she sees the obstacle.

v₀ = 60 km/htr = 1.3 sa = −7 m/s²
d = m
2.KinematicsHard
v₀ = 15 m/s25 m

A ball is thrown straight up at 15 m/s from the edge of a roof 25 m above the ground. Ignore air resistance and use g = 9.81 m/s². Find the greatest height hmax above the ground.

v₀ = 15 m/sh₀ = 25 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
θ = 30°a = ?m = 17 kg

A 17 kg block slides down a slope at 30° to the horizontal. The coefficient of kinetic friction is 0.2. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 17 kgθ = 30°μ = 0.2g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 2.5 kg6 kgθ = 35°

A 2.5 kg block on a ramp at 35° is connected by a light string over a frictionless pulley at the top of the ramp to a hanging 6 kg mass. The hanging mass moves down. The coefficient of kinetic friction between block and ramp is 0.25. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 2.5 kgm2 = 6 kgθ = 35°μ = 0.25g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 26 m/s45°rangeH = ?

A ball is launched at 45° above horizontal from level ground. Ignore air resistance. Find the maximum height H the ball reaches.

v0 = 26 m/sθ = 45°g = 9.81 m/s²
H = m
6.Projectile motionHard
23 mv0​ = 34 m/s60°x = ?

A ball is thrown from ground level at 34 m/s and 60° above the horizontal. It lands on the flat roof of a building 23 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 = 34 m/sθ = 60°hroof = 23 mg = 9.81 m/s²
x = m
7.Work & energyMedium
110 km/h

A car travelling at 110 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 0.5. Find the stopping distance d.

v = 110 km/hμ = 0.5g = 9.81 m/s²
d = m
8.Work & energyHard
h = 1 mL = 2 mμ = 0.2k = 4000 N/m

A 1 kg block is released from rest at height 1 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 2 m long (μ = 0.2) and then runs onto a spring (k = 4000 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 1 kgh = 1 mL = 2 mμ = 0.2k = 4000 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
1900 kg20 m/s1700 kg

A 1900 kg car moving at 20 m/s runs into a stationary 1700 kg car and the two lock together. How much kinetic energy ΔK is lost in the collision?

m1 = 1900 kgv1 = 20 m/sm2 = 1700 kgv2 = 0
ΔK = J
10.Momentum & collisionsHard
1300 kgv1​ = ?1300 kg

A 1300 kg car runs into a parked 1300 kg car. The wrecks lock together and skid 4.5 m before stopping. The coefficient of kinetic friction between tyres and road is 0.8. Use g = 9.81 m/s². Find the speed v1 of the first car just before the collision.

m1 = 1300 kgm2 = 1300 kgd = 4.5 mμ = 0.8g = 9.81 m/s²
v1 = m/s
11.Hydrostatic forceMedium
gated = 2.5 mH = 1 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of water, with its top edge 2.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 2.5 mH = 1 mb = 1 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 2.5 mH = 2 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of seawater, with its top edge 2.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 2.5 mH = 2 mb = 2 mρ = 1025 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
12d1​ = 75 mm, p1​ = 190 kPad2​ = 40 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 75 mm to 40 mm. In the wide section the pressure is 190 kPa and the velocity is 1.25 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 75 mmd2 = 40 mmp1 = 190 kPav1 = 1.25 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 75 mm, p1​ = 340 kPad2​ = 40 mm, p2​ = ?Δz = 8 m

Water flows up through a pipe that narrows from 75 mm to 40 mm while rising 8 m. At section 1 the pressure is 340 kPa and the velocity is 2 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 75 mmd2 = 40 mmp1 = 340 kPav1 = 2 m/sΔz = 8 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
100 g of CO₂V = 30 LT = 55 °CP = ?

A tank of 30 L contains 100 g of CO₂ at 55 °C. Treat it as an ideal gas and find the pressure P.

m = 100 gM = 44.01 g/molV = 30 LT = 55 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
State 1State 2

A fixed amount of CH₄ goes from 350 kPa, 5 L, 10 °C to 500 kPa and 170 °C. Find the new volume V2.

P1 = 350 kPaV1 = 5 LT1 = 10 °CP2 = 500 kPaT2 = 170 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 200 °CTL​ = ?EQH​ = 3100 kJQL​ = 1888 kJW

A reversible (Carnot) heat engine takes in 3100 kJ of heat from a reservoir at 200 °C and rejects 1888 kJ per cycle. Find the temperature TL of the cold reservoir in °C.

TH = 200 °CQH = 3100 kJQL = 1888 kJ
TL = °C
18.Heat engines & refrigeratorsHard
TH​ = 25 °CTL​ = -25 °CRQ̇H​Q̇L​ = 5 kWẆ

A refrigerator keeps its cold space at -25 °C in a kitchen at 25 °C, removing heat from the cold space at 5 kW. Find the highest possible coefficient of performance COPmax.

TH = 25 °CTL = -25 °CQ̇L = 5 kW
COPmax =
19.Waves, sound & opticsMedium
FF4 cmdo​ = 12 cmf = −30 cm

An object 4 cm tall stands 12 cm in front of a thin diverging lens with a focal length of 30 cm. Find the image height hi (negative for an inverted image).

ho = 4 cmdo = 12 cmf = −30 cm
hi = cm
20.Waves, sound & opticsHard
λ = ?d = 0.1 mmL = 1.5 m8.25 mm

Two slits 0.1 mm apart are lit with monochromatic light. On a screen 1.5 m away, bright fringe number 1 lies 8.25 mm from the central fringe. Find the wavelength λ.

d = 0.1 mmL = 1.5 my1 = 8.25 mmm = 1
λ = nm

3Solutions

1.Kinematics

Answer: d = 41.51 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 = 60/3.6 = 16.67 m/s

Reaction distance

d1 = v₀·tr = 16.67·1.3 = 21.67 m

Braking distance

d2 = v₀²/(2a) = 16.67²/(2·7) = 19.84 m

Total

d = 21.67 + 19.84 = 41.51 m

Answer

d = 41.51 m
2.Kinematics

Answer: hmax = 36.47 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 = 15²/(2·9.81) = 11.47 m

Height above the ground

hmax = 25 + 11.47 = 36.47 m

Answer

hmax = 36.47 m
3.Newton’s laws

Answer: a = 3.206 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 30° − 0.2·cos 30°) = 9.81·(0.5 − 0.1732) = 3.206 m/s²

Answer

a = 3.206 m/s²
4.Newton’s laws

Answer: T = 30.79 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 string

m₂·g = 58.86 N
m₁·g·sin θ = 14.07 N
μ·m₁·g·cos θ = 5.022 N

Acceleration of the system

a = (58.86 − 14.07 − 5.022)/8.5 = 4.679 m/s²

Tension from the hanging mass

m2·g − T = m2·a → T = 6·(9.81 − 4.679) = 30.79 N

Answer

T = 30.79 N
5.Projectile motion

Answer: H = 17.23 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 = 26·cos 45° = 18.38 m/s
vy = v0·sin θ = 26·sin 45° = 18.38 m/s

Highest point

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

H = vy²/(2g) = 18.38²/(2·9.81) = 17.23 m

Answer

H = 17.23 m
6.Projectile motion

Answer: x = 86.36 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 m/s, vy = 29.44 m/s

Time to land on the roof

Larger root: the ball is descending.

23 = 29.44·t − 4.905·t²
t = (29.44 + √(29.44² − 2·9.81·23))/9.81 = 5.08 s

Horizontal distance

x = vx·t = 17·5.08 = 86.36 m

Answer

x = 86.36 m
7.Work & energy

Answer: d = 95.17 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 = 110/3.6 = 30.56 m/s

Energy balance

½mv² = μmg·d → d = v²/(2μg) = 30.56²/(2·0.5·9.81) = 95.17 m

Answer

d = 95.17 m

Doubling the speed makes the stopping distance four times longer.

8.Work & energy

Answer: x = 5.425 cm

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 left after the rough strip

The ramp is smooth, so only the strip removes energy.

mgh − μmgL = 9.81·(1 − 0.2·2) = 5.886 J

Maximum compression

½kx² = 5.886 → x = √(2·5.886/4000) = 0.05425 m = 5.425 cm

Answer

x = 5.425 cm
9.Momentum & collisions

Answer: ΔK = 179444 J

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.

Common velocity

v′ = m1·v1/(m1 + m2) = 1900·20/3600 = 10.56 m/s

Kinetic energy before and after

Kbefore = ½·1900·20² = 380000 J
Kafter = ½·3600·10.56² = 200556 J

Energy lost

ΔK = 380000 − 200556 = 179444 J

Answer

ΔK = 179444 J

The lost energy goes into deformation, heat and sound.

10.Momentum & collisions

Answer: v1 = 16.81 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.

Speed after the collision

V = √(2·μ·g·d) = √(2·0.8·9.81·4.5) = 8.404 m/s

Momentum in the collision

m1·v1 = (m1 + m2)·V → v1 = 2600·8.404/1300 = 16.81 m/s

Answer

v1 = 16.81 m/s
(60.51 km/h)
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 = 2.5 + 1/2 = 3 m
A = H·b = 1·1 = 1 m²
gated = 2.5 mH = 1 mF

Resultant force

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

Answer

F = 29.43 kN
12.Hydrostatic force

Answer: F = 140.8 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 = 2.5 + 2/2 = 3.5 m
A = H·b = 2·2 = 4 m²
gated = 2.5 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1025·9.81·3.5·4 = 140.8 kN

Answer

F = 140.8 kN
13.Continuity & Bernoulli

Answer: p2 = 181.1 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·(75/40)² = 4.395 m/s
½ρ(v1² − v2²) = ½·1000·(1.25² − 4.395²)/1000 = −8.875 kPa
p2 = p1 + ½ρ(v1² − v2²) = 190 + (−8.875) = 181.1 kPa

Answer

p2 = 181.1 kPa
14.Continuity & Bernoulli

Answer: p2 = 238.8 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 = 2·(75/40)² = 7.031 m/s
½ρ(v1² − v2²) = ½·1000·(2² − 7.031²)/1000 = −22.72 kPa
ρgΔz = 1000·9.81·8/1000 = 78.48 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 340 + (−22.72) − 78.48 = 238.8 kPa

Answer

p2 = 238.8 kPa
15.Ideal gas law

Answer: P = 206.6 kPa

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

Moles

n = m/M = 100/44.01 = 2.272 mol
T = 55 + 273.15 = 328.1 K

Pressure

P = nRT/V = 2.272·8.314·328.1/0.03 = 206.6 kPa

Answer

P = 206.6 kPa
16.Ideal gas law

Answer: V2 = 5.478 L

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

Absolute temperatures

T1 = 283.1 K, T2 = 443.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 5·(350/500)·(443.1/283.1) = 5.478 L

Answer

V2 = 5.478 L
17.Heat engines & refrigerators

Answer: TL = 15.01 °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 temperature of the source

TH = 200 + 273.15 = 473.1 K

Reversible heat ratio

TL = TH·QL/QH = 473.1·1888/3100 = 288.2 K = 15.01 °C

Answer

TL = 15.01 °C
18.Heat engines & refrigerators

Answer: COPmax = 4.963

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 = -25 + 273.15 = 248.1 K

Best possible COP

COPR,max = TL/(TH − TL) = 248.1/(298.1 − 248.1) = 4.963

Answer

COPmax = 4.963
19.Waves, sound & optics

Answer: hi = 2.857 cm

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/(−30) − 1/12
di = −8.571 cm
FF12 cmf = −30 cm

Magnification and height

m = −(−8.571)/12 = 0.7143
hi = 0.7143·4 = 2.857 cm

Answer

hi = 2.857 cm
20.Waves, sound & optics

Answer: λ = 550 nm

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, …

Wavelength

λ = y·d/(mL) = 0.00825·0.0001/(1·1.5) = 5.5 × 10⁻⁷ m = 550 nm

Answer

λ = 550 nm

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