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)1.2 s12.5

A driver moving at 45 km/h sees an obstacle. Her reaction time is 1.2 s, after which the car brakes with a constant deceleration of 5 m/s². Find the total stopping distance d from the moment she sees the obstacle.

v₀ = 45 km/htr = 1.2 sa = −5 m/s²
d = m
2.KinematicsHard
v₀ = 20 m/s5 m

A ball is thrown straight up at 20 m/s from the edge of a roof 5 m above the ground. Ignore air resistance and use g = 9.81 m/s². Find the greatest height hmax above the ground.

v₀ = 20 m/sh₀ = 5 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
θ = 35°a = ?m = 14 kg

A 14 kg block slides down a slope at 35° to the horizontal. The coefficient of kinetic friction is 0.15. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 14 kgθ = 35°μ = 0.15g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 3.5 kg4.5 kgθ = 35°

A 3.5 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 4.5 kg mass. The hanging mass moves down. The coefficient of kinetic friction between block and ramp is 0.2. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 3.5 kgm2 = 4.5 kgθ = 35°μ = 0.2g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 34 m/s50°rangeH = ?

A ball is launched at 50° above horizontal from level ground. Ignore air resistance. Find the maximum height H the ball reaches.

v0 = 34 m/sθ = 50°g = 9.81 m/s²
H = m
6.Projectile motionHard
h = 5 mv0​ = 21 m/s20°x = ?

A ball is launched at 20° above horizontal from the top of a 5 m cliff. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 21 m/sθ = 20°h = 5 mg = 9.81 m/s²
x = m
7.Work & energyMedium
72 km/h3°1000 kg

A 1000 kg car drives up a 3° slope at a constant 72 km/h. Air resistance and rolling resistance together amount to 600 N. Find the power P the wheels must deliver, in kW.

m = 1000 kgθ = 3°Fr = 600 Nv = 72 km/hg = 9.81 m/s²
P = kW
8.Work & energyHard
k = 3000 N/m35°μ = 0.252 kg

A spring of stiffness 3000 N/m at the bottom of a 35° slope is compressed by 12 cm against a 2 kg block and released. The coefficient of kinetic friction between block and slope is 0.25. 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 = 2 kgk = 3000 N/mx = 12 cmθ = 35°μ = 0.25g = 9.81 m/s²
d = m
9.Momentum & collisionsMedium
4 kg4 m/s3 kg

A 4 kg glider moving at 4 m/s makes a perfectly elastic head-on collision with a 3 kg glider at rest on a frictionless track. Find the velocity v′2 of the second glider after the collision.

m1 = 4 kgm2 = 3 kgv1 = 4 m/sv2 = 0
v′2 = m/s
10.Momentum & collisionsHard
23 m/s18 m/s

A 0.4 kg ball hits a wall at 23 m/s and bounces straight back at 18 m/s. The contact lasts 25 ms. Find the average force Favg of the wall on the ball.

m = 0.4 kgvin = 23 m/svout = 18 m/sΔt = 25 ms
Favg = N
11.Hydrostatic forceMedium
gated = 0.5 mH = 2.5 m

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

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

d = 1 mH = 2 mb = 1.5 mρ = 880 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 100 mm, p1​ = 230 kPad2​ = 40 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 100 mm to 40 mm. In the wide section the pressure is 230 kPa and the velocity is 2.25 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 100 mmd2 = 40 mmp1 = 230 kPav1 = 2.25 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 150 mm, p1​ = 350 kPad2​ = 75 mm, p2​ = ?Δz = 8 m

Water flows up through a pipe that narrows from 150 mm to 75 mm while rising 8 m. At section 1 the pressure is 350 kPa and the velocity is 1 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 150 mmd2 = 75 mmp1 = 350 kPav1 = 1 m/sΔz = 8 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
170 g of HeP = 600 kPaT = 70 °CV = ?

What volume V does 170 g of He occupy at 600 kPa and 70 °C? Treat it as an ideal gas.

m = 170 gM = 4.003 g/molP = 600 kPaT = 70 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
CH₄, M = 16.04 g/molP = 450 kPaT = 140 °Cρ = ?

Find the density ρ of CH₄ at 450 kPa and 140 °C, treating it as an ideal gas.

M = 16.04 g/molP = 450 kPaT = 140 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 700 °CTL​ = 25 °CEQH​ = 1700 kJQL​W = ?

A heat engine works between a hot reservoir at 700 °C and a cold reservoir at 25 °C. It takes in 1700 kJ of heat. Find the most work Wmax it could possibly produce.

TH = 700 °CTL = 25 °CQH = 1700 kJ
Wmax = kJ
18.Heat engines & refrigeratorsHard
TH​ = 25 °CTL​ = -25 °CRQ̇H​Q̇L​ = 2.5 kWẆ = ?

A refrigerator keeps its cold space at -25 °C in a kitchen at 25 °C, removing heat from the cold space at 2.5 kW. Find the minimum power input Ẇmin.

TH = 25 °CTL = -25 °CQ̇L = 2.5 kW
Ẇmin = kW
19.Waves, sound & opticsMedium
FFdo​ = 40 cmf = 20 cm

An object stands 40 cm in front of a thin converging lens with a focal length of 20 cm. Find the magnification m (negative for an inverted image).

do = 40 cmf = 20 cm
m =
20.Waves, sound & opticsHard
λ = 500 nmθ2​ = ?

Light of wavelength 500 nm falls at right angles on a grating with 600 lines per millimetre. Find the angle θ2 of the order-2 maximum.

N = 600 mm⁻¹λ = 500 nmm = 2
θ2 = °

3Solutions

1.Kinematics

Answer: d = 30.63 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 = 45/3.6 = 12.5 m/s

Reaction distance

d1 = v₀·tr = 12.5·1.2 = 15 m

Braking distance

d2 = v₀²/(2a) = 12.5²/(2·5) = 15.63 m

Total

d = 15 + 15.63 = 30.63 m

Answer

d = 30.63 m
2.Kinematics

Answer: hmax = 25.39 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 = 20²/(2·9.81) = 20.39 m

Height above the ground

hmax = 5 + 20.39 = 25.39 m

Answer

hmax = 25.39 m
3.Newton’s laws

Answer: a = 4.421 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 35° − 0.15·cos 35°) = 9.81·(0.5736 − 0.1229) = 4.421 m/s²

Answer

a = 4.421 m/s²
4.Newton’s laws

Answer: a = 2.353 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 string

m₂·g = 44.15 N
m₁·g·sin θ = 19.69 N
μ·m₁·g·cos θ = 5.625 N

Acceleration of the system

a = (44.15 − 19.69 − 5.625)/8 = 2.353 m/s²

Answer

a = 2.353 m/s²
5.Projectile motion

Answer: H = 34.58 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 = 34·cos 50° = 21.85 m/s
vy = v0·sin θ = 34·sin 50° = 26.05 m/s

Highest point

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

H = vy²/(2g) = 26.05²/(2·9.81) = 34.58 m

Answer

H = 34.58 m
6.Projectile motion

Answer: x = 39.06 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 = 21·cos 20° = 19.73 m/s
vy = v0·sin θ = 21·sin 20° = 7.182 m/s

Time in the air

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

0 = 5 + 7.182·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (7.182 + √(51.59 + 98.1))/9.81 = 1.979 s

Horizontal distance

x = vx·t = 19.73·1.979 = 39.06 m

Answer

x = 39.06 m
7.Work & energy

Answer: P = 22.27 kW

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). Power is force times speed: P = F·v.

Driving force

m·g = 1000·9.81 = 9810 N
mg·sin θ = 9810·sin 3° = 513.4 N
F = 513.4 + 600 = 1113 N

Power

v = 72/3.6 = 20 m/s
P = F·v = 1113·20 = 22268 W = 22.27 kW

Answer

P = 22.27 kW
8.Work & energy

Answer: d = 1.414 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 = 12 cm = 0.12 m
½kx² = ½·3000·0.12² = 21.6 J

Energy balance along the slope

m·g = 2·9.81 = 19.62 N
½kx² = mg·d·(sin θ + μ·cos θ)
d = 21.6/(19.62·(0.5736 + 0.25·0.8192)) = 1.414 m

Answer

d = 1.414 m
9.Momentum & collisions

Answer: v′2 = 4.571 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 = (4 − 3)/(4 + 3)·4 = 0.5714 m/s
v′2 = 2·4/(4 + 3)·4 = 4.571 m/s

Answer

v′2 = 4.571 m/s
10.Momentum & collisions

Answer: Favg = 656 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 = 0.4·(18 + 23) = 16.4 N·s

Average force

Favg = J/Δt = 16.4/0.025 = 656 N

Answer

Favg = 656 N
11.Hydrostatic force

Answer: F = 85.84 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 + 2.5/2 = 1.75 m
A = H·b = 2.5·2 = 5 m²
gated = 0.5 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·1.75·5 = 85.84 kN

Answer

F = 85.84 kN
12.Hydrostatic force

Answer: ycp = 2.167 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 + 2/2 = 2 m
A = H·b = 2·1.5 = 3 m²
gated = 1 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 880·9.81·2·3 = 51.8 kN

Centre of pressure

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

Ic = b·H³/12 = 1.5·2³/12 = 1 m⁴
ycp = yc + Ic/(yc·A) = 2 + 1/(2·3) = 2.167 m

Answer

ycp = 2.167 m
13.Continuity & Bernoulli

Answer: p2 = 133.7 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·(100/40)² = 14.06 m/s
½ρ(v1² − v2²) = ½·1000·(2.25² − 14.06²)/1000 = −96.35 kPa
p2 = p1 + ½ρ(v1² − v2²) = 230 + (−96.35) = 133.7 kPa

Answer

p2 = 133.7 kPa
14.Continuity & Bernoulli

Answer: p2 = 264 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·(150/75)² = 4 m/s
½ρ(v1² − v2²) = ½·1000·(1² − 4²)/1000 = −7.5 kPa
ρgΔz = 1000·9.81·8/1000 = 78.48 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 350 + (−7.5) − 78.48 = 264 kPa

Answer

p2 = 264 kPa
15.Ideal gas law

Answer: V = 201.9 L

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

Moles

n = 170/4.003 = 42.47 mol
T = 70 + 273.15 = 343.1 K

Volume

V = nRT/P = 42.47·8.314·343.1/600 = 201.9 L

Answer

V = 201.9 L
16.Ideal gas law

Answer: ρ = 2.101 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 = 450·16.04/(8.314·413.1) = 2.101 kg/m³

Answer

ρ = 2.101 kg/m³
17.Heat engines & refrigerators

Answer: Wmax = 1179 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 = 700 + 273.15 = 973.1 K
TL = 25 + 273.15 = 298.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 298.1/973.1 = 69.36 %

Maximum work

Wmax = ηmax·QH = 0.6936·1700 = 1179 kJ

Answer

Wmax = 1179 kJ
18.Heat engines & refrigerators

Answer: Ẇmin = 0.5037 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 = 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

Minimum power

The least work is needed by a reversible machine, which has the highest COP.

Ẇmin = Q̇L/COP = 2.5/4.963 = 0.5037 kW

Answer

Ẇmin = 0.5037 kW
19.Waves, sound & optics

Answer: m = −1

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 = 1/20 − 1/40
di = 40 cm
FF40 cmf = 20 cm

Magnification

m = −di/do = −40/40 = −1

Answer

m = −1
20.Waves, sound & optics

Answer: θ2 = 36.87 °

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, …

Line spacing

d = 1/600 mm = 1.667 × 10⁻⁶ m

Grating equation

sin θ = mλ/d = 2·500 × 10⁻⁹/(1.667 × 10⁻⁶) = 0.6
θ = 36.87°

Answer

θ2 = 36.87°

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