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)5.556 s33.33

A car driving at 120 km/h brakes with a constant deceleration of 6 m/s² until it stops. Find the braking distance s.

v₀ = 120 km/ha = −6 m/s²v = 0
s = m
2.KinematicsHard
t (s)v (m/s)5 s

A tram starts from rest and accelerates at 3 m/s² for 5 s, then runs at constant speed for 10 s, and finally brakes at 2 m/s² until it stops. Find the total distance s between the two stops.

a1 = 3 m/s²t1 = 5 st2 = 10 sa3 = −2 m/s²
s = m
3.Newton’s lawsMedium
25 kg15°F = 80 Nμ = 0.1

A 25 kg sled is pulled across level snow by a rope at 15° above the horizontal with a force of 80 N. The coefficient of kinetic friction is 0.1. Use g = 9.81 m/s². Find the acceleration a of the sled.

m = 25 kgF = 80 Nθ = 15°μ = 0.1g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
θ = 35°blockv₀ = 11 m/s

A block is given a push so that it starts sliding up a ramp at 35° with a speed of 11 m/s. The coefficient of kinetic friction is 0.15. Use g = 9.81 m/s². How far d along the ramp does it slide before it stops?

v₀ = 11 m/sθ = 35°μ = 0.15g = 9.81 m/s²
d = m
5.Projectile motionMedium
v0​ = 34 m/sθ = ?R = 70 m

A ball is launched from level ground at 34 m/s and must land 70 m away. Ignore air resistance and use g = 9.81 m/s². Find the smaller of the two possible launch angles θ.

v₀ = 34 m/sR = 70 mg = 9.81 m/s²
θ = °
6.Projectile motionHard
h = 25 mv0​ = 25 m/s15°x = ?

A ball is launched at 15° above horizontal from the top of a 25 m cliff. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 25 m/sθ = 15°h = 25 mg = 9.81 m/s²
x = m
7.Work & energyMedium
40°d = 20 mμ = 0.35

A 2 kg block slides 20 m down a slope at 40° to the horizontal, with a coefficient of kinetic friction of 0.35. Find the work Wf done against friction.

m = 2 kgθ = 40°μ = 0.35d = 20 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
h = 4.5 mL = 3 mμ = 0.3k = 2000 N/m

A 2 kg block is released from rest at height 4.5 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 3 m long (μ = 0.3) and then runs onto a spring (k = 2000 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 2 kgh = 4.5 mL = 3 mμ = 0.3k = 2000 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
8 kg41 m/s11 kgv′2​ = ?

A 19 kg projectile moving horizontally at 29 m/s explodes into two fragments that move along the same line. The 8 kg fragment continues forwards at 41 m/s. Find the velocity v′2 of the 11 kg fragment (positive in the original direction).

M = 19 kgu = 29 m/sm1 = 8 kgv′1 = 41 m/sm2 = 11 kg
v′2 = m/s
10.Momentum & collisionsHard
4.5 kgv = ?15 g35°L = 1.5 m

A 15 g bullet is fired horizontally into a 4.5 kg block hanging from light strings 1.5 m long, and stays in it. The strings swing out to a largest angle of 35° from the vertical. Use g = 9.81 m/s². Find the speed v of the bullet before impact.

m = 15 gM = 4.5 kgL = 1.5 mθ = 35°g = 9.81 m/s²
v = m/s
11.Hydrostatic forceMedium
gated = 4 mH = 2.5 m

A vertical rectangular gate 1.5 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 = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 2 mH = 2 m

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

d = 2 mH = 2 mb = 3 mρ = 880 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 75 mm, p1​ = 380 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 380 kPa and the velocity is 2.25 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 75 mmd2 = 40 mmp1 = 380 kPav1 = 2.25 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
H = ?d1​ = 75 mmp1​ = 50 kPad2​ = 25 mm

A fountain nozzle points straight up. Just below the nozzle the supply pipe has a diameter of 75 mm and a gauge pressure of 50 kPa. The nozzle exit diameter is 25 mm, and the height difference across the nozzle is negligible. Ignoring losses and air resistance, find the height H the jet rises above the nozzle. Use g = 9.81 m/s².

d1 = 75 mmp1 = 50 kPa (gauge)d2 = 25 mmρ = 1000 kg/m³g = 9.81 m/s²
H = m
15.Ideal gas lawMedium
440 g of ArV = 5 LT = 15 °CP = ?

A tank of 5 L contains 440 g of Ar at 15 °C. Treat it as an ideal gas and find the pressure P.

m = 440 gM = 39.95 g/molV = 5 LT = 15 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
N₂, M = 28.01 g/molP = 350 kPaT = 150 °Cρ = ?

Find the density ρ of N₂ at 350 kPa and 150 °C, treating it as an ideal gas.

M = 28.01 g/molP = 350 kPaT = 150 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 300 °CTL​ = 35 °CEQH​ = 2900 kJQL​W = ?

A heat engine works between a hot reservoir at 300 °C and a cold reservoir at 35 °C. It takes in 2900 kJ of heat. Find the most work Wmax it could possibly produce.

TH = 300 °CTL = 35 °CQH = 2900 kJ
Wmax = kJ
18.Heat engines & refrigeratorsHard
TH​ = 300 °CTL​ = 20 °CEQH​ = 1100 kJQL​ = 781 kJW = 319 kJ

A heat engine takes in 1100 kJ of heat from a reservoir at 300 °C, produces 319 kJ of work and rejects the rest to a reservoir at 20 °C, per cycle. Find the total entropy generated Sgen per cycle.

TH = 300 °CTL = 20 °CQH = 1100 kJW = 319 kJ
Sgen = kJ/K
19.Waves, sound & opticsMedium
FFdo​ = 4 cmf = 10 cm

An object stands 4 cm in front of a thin converging lens with a focal length of 10 cm. Find the magnification m (negative for an inverted image).

do = 4 cmf = 10 cm
m =
20.Waves, sound & opticsHard
λ = ?31.7°

A grating with 800 lines per millimetre shows the order-1 maximum of a spectral line at 31.7° from the straight-through direction. Find the wavelength λ of the line.

N = 800 mm⁻¹θ1 = 31.7°m = 1
λ = nm

3Solutions

1.Kinematics

Answer: s = 92.59 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 = 120/3.6 = 33.33 m/s

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 33.33²/(2·6) = 92.59 m

Answer

s = 92.59 m
2.Kinematics

Answer: s = 243.8 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.

Top speed

v = a1·t1 = 3·5 = 15 m/s

Distance of each phase

s1 = ½·3·5² = 37.5 m
s2 = 15·10 = 150 m
s3 = 15²/(2·2) = 56.25 m

Total distance

s = 37.5 + 150 + 56.25 = 243.8 m

Answer

s = 243.8 m
3.Newton’s laws

Answer: a = 2.193 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.

Normal force

N = m·g − F·sin θ = 245.3 − 80·sin 15° = 224.5 N

Horizontal forces

m·a = F·cos θ − μ·N = 77.27 − 22.45
a = 54.82/25 = 2.193 m/s²

Answer

a = 2.193 m/s²
4.Newton’s laws

Answer: d = 8.855 m

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.

Deceleration

Both forces point down the slope; the mass cancels.

a = 9.81·(sin 35° + 0.15·cos 35°) = 6.832 m/s²

Distance

d = v₀²/(2a) = 11²/(2·6.832) = 8.855 m

Answer

d = 8.855 m
5.Projectile motion

Answer: θ = 18.22 °

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 = 9.81·70/34² = 0.594

Angle

2θ = 36.44° → θ = 18.22°

Answer

θ = 18.22°

The other solution is 90° − θ = 71.78°.

6.Projectile motion

Answer: x = 72.72 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 = 25·cos 15° = 24.15 m/s
vy = v0·sin θ = 25·sin 15° = 6.47 m/s

Time in the air

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

0 = 25 + 6.47·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (6.47 + √(41.87 + 490.5))/9.81 = 3.012 s

Horizontal distance

x = vx·t = 24.15·3.012 = 72.72 m

Answer

x = 72.72 m
7.Work & energy

Answer: Wf = 105.2 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 = 19.62·0.766 = 15.03 N
F = μN = 0.35·15.03 = 5.26 N

Work against friction

Wf = F·d = 5.26·20 = 105.2 J

Answer

Wf = 105.2 J
8.Work & energy

Answer: x = 26.58 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 = 19.62·(4.5 − 0.3·3) = 70.63 J

Maximum compression

½kx² = 70.63 → x = √(2·70.63/2000) = 0.2658 m = 26.58 cm

Answer

x = 26.58 cm
9.Momentum & collisions

Answer: v′2 = 20.27 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 = 19·29 = 551 kg·m/s

Momentum after

551 = 8·41 + 11·v′2
v′2 = (551 − 328)/11 = 20.27 m/s

Answer

v′2 = 20.27 m/s
10.Momentum & collisions

Answer: v = 694.4 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.

Rise of the block

h = L·(1 − cos θ) = 1.5·(1 − cos 35°) = 0.2713 m

Speed after impact

V = √(2·9.81·0.2713) = 2.307 m/s

Collision

v = (m + M)·V/m = 4.515·2.307/0.015 = 694.4 m/s

Answer

v = 694.4 m/s
11.Hydrostatic force

Answer: F = 193.1 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 = 2.5·1.5 = 3.75 m²
gated = 4 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·5.25·3.75 = 193.1 kN

Answer

F = 193.1 kN
12.Hydrostatic force

Answer: ycp = 3.111 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 = 2 + 2/2 = 3 m
A = H·b = 2·3 = 6 m²
gated = 2 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 880·9.81·3·6 = 155.4 kN

Centre of pressure

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

Ic = b·H³/12 = 3·2³/12 = 2 m⁴
ycp = yc + Ic/(yc·A) = 3 + 2/(3·6) = 3.111 m

Answer

ycp = 3.111 m
13.Continuity & Bernoulli

Answer: p2 = 351.2 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 = 2.25·(75/40)² = 7.91 m/s
½ρ(v1² − v2²) = ½·1000·(2.25² − 7.91²)/1000 = −28.75 kPa
p2 = p1 + ½ρ(v1² − v2²) = 380 + (−28.75) = 351.2 kPa

Answer

p2 = 351.2 kPa
14.Continuity & Bernoulli

Answer: H = 5.161 m

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.

Exit velocity

β = 25/75 = 0.3333
v2 = √(2p1/(ρ(1 − β⁴))) = √(2·50000/(1000·0.9877)) = 10.06 m/s

Height of the jet

Bernoulli along the jet: at the top the velocity is zero and the pressure is atmospheric again.

H = v2²/(2g) = 10.06²/(2·9.81) = 5.161 m

Answer

H = 5.161 m
15.Ideal gas law

Answer: P = 5277 kPa

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

Moles

n = m/M = 440/39.95 = 11.01 mol
T = 15 + 273.15 = 288.1 K

Pressure

P = nRT/V = 11.01·8.314·288.1/0.005 = 5277 kPa

Answer

P = 5277 kPa
16.Ideal gas law

Answer: ρ = 2.787 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 150 + 273.15 = 423.1 K

Density

ρ = 350·28.01/(8.314·423.1) = 2.787 kg/m³

Answer

ρ = 2.787 kg/m³
17.Heat engines & refrigerators

Answer: Wmax = 1341 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 = 300 + 273.15 = 573.1 K
TL = 35 + 273.15 = 308.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 308.1/573.1 = 46.24 %

Maximum work

Wmax = ηmax·QH = 0.4624·2900 = 1341 kJ

Answer

Wmax = 1341 kJ
18.Heat engines & refrigerators

Answer: Sgen = 0.7449 kJ/K

Entropy generation: over a full cycle the working fluid has no net entropy change. The hot reservoir loses QH/TH and the cold reservoir gains QL/TL. Their sum is the entropy generated, which is zero for a reversible cycle and positive for every real one.

Heat rejected

QL = QH − W = 1100 − 319 = 781 kJ

Absolute temperatures

TH = 300 + 273.15 = 573.1 K
TL = 20 + 273.15 = 293.1 K

Entropy changes of the reservoirs

ΔSH = −1100/573.1 = −1.919 kJ/K
ΔSL = 781/293.1 = 2.664 kJ/K
Sgen = 2.664 − 1.919 = 0.7449 kJ/K

Answer

Sgen = 0.7449 kJ/K

Sgen > 0, so the engine is possible but irreversible.

19.Waves, sound & optics

Answer: m = 1.667

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 = 1/10 − 1/4
di = −6.667 cm
FF4 cmf = 10 cm

Magnification

m = −di/do = −(−6.667)/4 = 1.667

Answer

m = 1.667
20.Waves, sound & optics

Answer: λ = 656.8 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 = 1.25 × 10⁻⁶·sin 31.7°/1 = 656.8 nm

Answer

λ = 656.8 nm

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