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)3.333 s16.67

A car driving at 60 km/h brakes with a constant deceleration of 5 m/s² until it stops. Find the braking distance s.

v₀ = 60 km/ha = −5 m/s²v = 0
s = m
2.KinematicsHard
v₀ = 15 m/s35 m

A ball is thrown straight up at 15 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 = 15 m/sh₀ = 35 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
θ = 30°10 kgF = ?

A 10 kg box is pushed up a ramp at 30° to the horizontal at constant speed, by a force parallel to the ramp. The coefficient of kinetic friction is 0.3. Use g = 9.81 m/s². Find the pushing force F.

m = 10 kgθ = 30°μ = 0.3g = 9.81 m/s²
F = N
4.Newton’s lawsHard
m1​ = 4 kg6 kgμ = 0.25

A 4 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 6 kg mass. The coefficient of kinetic friction between block and table is 0.25. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 4 kgm2 = 6 kgμ = 0.25g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 22 m/s65°x = ?

A ball is launched at 65° above horizontal from level ground. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 22 m/sθ = 65°g = 9.81 m/s²
x = m
6.Projectile motionHard
h = 30 mv0​ = 22 m/s50°range

A ball is launched at 50° above horizontal from the top of a 30 m cliff. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 22 m/sθ = 50°h = 30 mg = 9.81 m/s²
t = s
7.Work & energyMedium
45°L = 0.5 m0.2 kg

A 0.2 kg ball hangs on a light string of length 0.5 m. It is pulled aside until the string makes 45° with the vertical and released from rest. Find the tension T in the string when the ball passes the lowest point.

m = 0.2 kgL = 0.5 mθ = 45°g = 9.81 m/s²
T = N
8.Work & energyHard
h = 2 mL = 3 mμ = 0.25k = 2000 N/m

A 4 kg block is released from rest at height 2 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 3 m long (μ = 0.25) and then runs onto a spring (k = 2000 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 4 kgh = 2 mL = 3 mμ = 0.25k = 2000 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
1.5 kgv = ?5 gh = 15 cm

A 5 g bullet is fired horizontally into a 1.5 kg wooden block hanging on light strings, and stays inside it. The block swings up until it is 15 cm higher than at the start. Use g = 9.81 m/s². Find the speed v of the bullet before impact.

m = 5 gM = 1.5 kgh = 15 cmg = 9.81 m/s²
v = m/s
10.Momentum & collisionsHard
1500 kg21 m/s1300 kg17 m/sθ = ?

At a crossing a 1500 kg car travelling east at 21 m/s collides with a 1300 kg car travelling north at 17 m/s. The cars lock together. Find the direction θ of the wreck just after the collision, measured north of east.

m1 = 1500 kgv1 = 21 m/s (E)m2 = 1300 kgv2 = 17 m/s (N)
θ = °
11.Hydrostatic forceMedium
gated = 1 mH = 1.5 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of water, with its top edge 1 m below the surface. Find the resultant hydrostatic force F on the gate.

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

A vertical rectangular gate 3 m wide sits in the wall of a tank of glycerin, with its top edge 1 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 1 mH = 1.5 mb = 3 mρ = 1260 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 150 mm, p1​ = ?d2​ = 100 mm, p2​ = 120 kPa

Water flows at 39 L/s through a horizontal pipe that narrows from 150 mm to 100 mm. The pressure in the narrow section is 120 kPa. Ignoring losses, find the pressure p1 in the wide section.

Q = 39 L/sd1 = 150 mmd2 = 100 mmp2 = 120 kPaρ = 1000 kg/m³
p1 = kPa
14.Continuity & BernoulliHard
12d1​ = 75 mm, p1​ = 180 kPad2​ = 50 mm, p2​ = ?Δz = 2 m

Water flows up through a pipe that narrows from 75 mm to 50 mm while rising 2 m. At section 1 the pressure is 180 kPa and the velocity is 1.75 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 75 mmd2 = 50 mmp1 = 180 kPav1 = 1.75 m/sΔz = 2 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
330 g of CO₂V = 50 LT = 60 °CP = ?

A tank of 50 L contains 330 g of CO₂ at 60 °C. Treat it as an ideal gas and find the pressure P.

m = 330 gM = 44.01 g/molV = 50 LT = 60 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
CO₂, M = 44.01 g/molP = 350 kPaT = 100 °Cρ = ?

Find the density ρ of CO₂ at 350 kPa and 100 °C, treating it as an ideal gas.

M = 44.01 g/molP = 350 kPaT = 100 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 400 °CTL​ = ?EQH​ = 4900 kJQL​ = 2279 kJW

A reversible (Carnot) heat engine takes in 4900 kJ of heat from a reservoir at 400 °C and rejects 2279 kJ per cycle. Find the temperature TL of the cold reservoir in °C.

TH = 400 °CQH = 4900 kJQL = 2279 kJ
TL = °C
18.Heat engines & refrigeratorsHard
TH​ = 500 °CT0​ = 27 °CTL​ = -30 °CERWQ̇H​ = 70 kWQ̇L​ = ?

A Carnot heat engine receives 70 kW of heat from a source at 500 °C and rejects heat to the surroundings at 27 °C. All of its work drives a Carnot refrigerator that removes heat from a freezer at -30 °C and also rejects heat to the surroundings at 27 °C. Find the rate Q̇L at which heat is removed from the freezer.

TH = 500 °CT0 = 27 °CTL = -30 °CQ̇H = 70 kW
Q̇L = kW
19.Waves, sound & opticsMedium
SO20 m/sf = 400 Hz

An observer moves at 20 m/s towards a stationary source of 400 Hz. The speed of sound is 343 m/s. Find the frequency f′ that the observer hears.

f = 400 Hzv = 343 m/svo = 20 m/s
f′ = Hz
20.Waves, sound & opticsHard
λ = ?45°

A grating with 1200 lines per millimetre shows the order-1 maximum of a spectral line at 45° from the straight-through direction. Find the wavelength λ of the line.

N = 1200 mm⁻¹θ1 = 45°m = 1
λ = nm

3Solutions

1.Kinematics

Answer: s = 27.78 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

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 16.67²/(2·5) = 27.78 m

Answer

s = 27.78 m
2.Kinematics

Answer: t = 4.607 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 = 15·t − ½·9.81·t²
4.905·t² − 15·t − 35 = 0

Solve the quadratic

Only the positive root is physical.

t = (15 + √(15² + 2·9.81·35))/9.81 = 4.607 s

Answer

t = 4.607 s
3.Newton’s laws

Answer: F = 74.54 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 = 49.05 + 25.49 = 74.54 N

Answer

F = 74.54 N
4.Newton’s laws

Answer: a = 4.905 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.

Acceleration of the system

a = (m2·g − μ·m1·g)/(m1 + m2) = (58.86 − 9.81)/10 = 4.905 m/s²

Answer

a = 4.905 m/s²
5.Projectile motion

Answer: x = 37.79 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 = 22·cos 65° = 9.298 m/s
vy = v0·sin θ = 22·sin 65° = 19.94 m/s

Time in the air

Starting and landing at the same height: t = 2vy/g.

t = 2·19.94/9.81 = 4.065 s

Horizontal distance

x = vx·t = 9.298·4.065 = 37.79 m

Answer

x = 37.79 m
6.Projectile motion

Answer: t = 4.729 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 = 22·cos 50° = 14.14 m/s
vy = v0·sin θ = 22·sin 50° = 16.85 m/s

Time in the air

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

0 = 30 + 16.85·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (16.85 + √(284 + 588.6))/9.81 = 4.729 s

Answer

t = 4.729 s
7.Work & energy

Answer: T = 3.111 N

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). On a circular path the net force towards the centre must equal mv²/r.

Speed at the bottom

v² = 2gL(1 − cos θ) = 2·9.81·0.5·(1 − cos 45°) = 2.873 m²/s²

Forces at the bottom

m·g = 0.2·9.81 = 1.962 N
T = mg + mv²/L = 1.962 + 0.2·2.873/0.5 = 3.111 N

Answer

T = 3.111 N

Check: T = mg(3 − 2cos θ) = 3.111 N.

8.Work & energy

Answer: x = 22.15 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 = 39.24·(2 − 0.25·3) = 49.05 J

Maximum compression

½kx² = 49.05 → x = √(2·49.05/2000) = 0.2215 m = 22.15 cm

Answer

x = 22.15 cm
9.Momentum & collisions

Answer: v = 516.4 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.

Swing after impact

V = √(2·g·h) = √(2·9.81·0.15) = 1.716 m/s

Collision

m·v = (m + M)·V → v = (0.005 + 1.5)·1.716/0.005 = 516.4 m/s

Answer

v = 516.4 m/s
10.Momentum & collisions

Answer: θ = 35.05 °

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 = 1500·21 = 31500 kg·m/s
py = 1300·17 = 22100 kg·m/s

Direction

tan θ = py/px = 0.7016 → θ = 35.05°

Answer

θ = 35.05°
11.Hydrostatic force

Answer: F = 51.5 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 = 1 + 1.5/2 = 1.75 m
A = H·b = 1.5·2 = 3 m²
gated = 1 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·1.75·3 = 51.5 kN

Answer

F = 51.5 kN
12.Hydrostatic force

Answer: ycp = 1.857 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 + 1.5/2 = 1.75 m
A = H·b = 1.5·3 = 4.5 m²
gated = 1 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1260·9.81·1.75·4.5 = 97.34 kN

Centre of pressure

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

Ic = b·H³/12 = 3·1.5³/12 = 0.8438 m⁴
ycp = yc + Ic/(yc·A) = 1.75 + 0.8438/(1.75·4.5) = 1.857 m

Answer

ycp = 1.857 m
13.Continuity & Bernoulli

Answer: p1 = 129.9 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.

Velocities

v1 = Q/A1 = 0.039/0.01767 = 2.207 m/s
v2 = Q/A2 = 0.039/0.007854 = 4.966 m/s

Bernoulli

p1 = p2 + ½ρ(v2² − v1²) = 120 + ½·1000·(4.966² − 2.207²)/1000 = 120 + 9.893 = 129.9 kPa

Answer

p1 = 129.9 kPa
14.Continuity & Bernoulli

Answer: p2 = 154.2 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 = 1.75·(75/50)² = 3.938 m/s
½ρ(v1² − v2²) = ½·1000·(1.75² − 3.938²)/1000 = −6.221 kPa
ρgΔz = 1000·9.81·2/1000 = 19.62 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 180 + (−6.221) − 19.62 = 154.2 kPa

Answer

p2 = 154.2 kPa
15.Ideal gas law

Answer: P = 415.4 kPa

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

Moles

n = m/M = 330/44.01 = 7.498 mol
T = 60 + 273.15 = 333.1 K

Pressure

P = nRT/V = 7.498·8.314·333.1/0.05 = 415.4 kPa

Answer

P = 415.4 kPa
16.Ideal gas law

Answer: ρ = 4.965 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 100 + 273.15 = 373.1 K

Density

ρ = 350·44.01/(8.314·373.1) = 4.965 kg/m³

Answer

ρ = 4.965 kg/m³
17.Heat engines & refrigerators

Answer: TL = 39.93 °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 = 400 + 273.15 = 673.1 K

Reversible heat ratio

TL = TH·QL/QH = 673.1·2279/4900 = 313.1 K = 39.93 °C

Answer

TL = 39.93 °C
18.Heat engines & refrigerators

Answer: Q̇L = 182.7 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 = 500 + 273.15 = 773.1 K
T0 = 27 + 273.15 = 300.1 K
TL = -30 + 273.15 = 243.1 K

Engine work

η = 1 − 300.1/773.1 = 0.6118
Ẇ = 0.6118·70 = 42.82 kW

Heat removed by the refrigerator

COPR = 243.1/(300.1 − 243.1) = 4.266
Q̇L = 4.266·42.82 = 182.7 kW

Answer

Q̇L = 182.7 kW
19.Waves, sound & optics

Answer: f′ = 423.3 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 + 20)/(343 − 0)
f′ = 423.3 Hz

Answer

f′ = 423.3 Hz
20.Waves, sound & optics

Answer: λ = 589.3 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 = d·sin θ/m = 8.333 × 10⁻⁷·sin 45°/1 = 589.3 nm

Answer

λ = 589.3 nm

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