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)0.7 s16.67

A driver moving at 60 km/h sees an obstacle. Her reaction time is 0.7 s, after which the car brakes with a constant deceleration of 4.5 m/s². Find the total stopping distance d from the moment she sees the obstacle.

v₀ = 60 km/htr = 0.7 sa = −4.5 m/s²
d = m
2.KinematicsHard
v₀ = 10 m/s30 m

A ball is thrown straight up at 10 m/s from the edge of a roof 30 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 = 10 m/sh₀ = 30 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
θ = 20°a = ?m = 14 kg

A 14 kg block slides down a frictionless slope at 20° to the horizontal. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 14 kgθ = 20°μ = 0g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 2.5 kg5 kgμ = 0.1

A 2.5 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 5 kg mass. The coefficient of kinetic friction between block and table is 0.1. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 2.5 kgm2 = 5 kgμ = 0.1g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 26 m/sθ = ?R = 40 m

A ball is launched from level ground at 26 m/s and must land 40 m away. Ignore air resistance and use g = 9.81 m/s². Find the smaller of the two possible launch angles θ.

v₀ = 26 m/sR = 40 mg = 9.81 m/s²
θ = °
6.Projectile motionHard
h = 25 mv0​ = 23 m/s50°α = ?

A ball is launched at 23 m/s and 50° above the horizontal from the top of a 25 m cliff. Ignore air resistance and use g = 9.81 m/s². At what angle α below the horizontal does it hit the ground?

v₀ = 23 m/sθ = 50°h = 25 mg = 9.81 m/s²
α = °
7.Work & energyMedium
25°d = 19 mμ = 0.25

A 10 kg block slides 19 m down a slope at 25° to the horizontal, with a coefficient of kinetic friction of 0.25. Find the work Wf done against friction.

m = 10 kgθ = 25°μ = 0.25d = 19 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
k = 3000 N/m25°μ = 0.30.5 kg

A spring of stiffness 3000 N/m at the bottom of a 25° slope is compressed by 8 cm against a 0.5 kg block and released. The coefficient of kinetic friction between block and slope is 0.3. 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 = 0.5 kgk = 3000 N/mx = 8 cmθ = 25°μ = 0.3g = 9.81 m/s²
d = m
9.Momentum & collisionsMedium
1 kg27 m/s5 kgv′2​ = ?

A 6 kg projectile moving horizontally at 12 m/s explodes into two fragments that move along the same line. The 1 kg fragment continues forwards at 27 m/s. Find the velocity v′2 of the 5 kg fragment (positive in the original direction).

M = 6 kgu = 12 m/sm1 = 1 kgv′1 = 27 m/sm2 = 5 kg
v′2 = m/s
10.Momentum & collisionsHard
800 kgv1​ = ?1100 kg

An 800 kg car runs into a parked 1100 kg car. The wrecks lock together and skid 20.5 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 = 800 kgm2 = 1100 kgd = 20.5 mμ = 0.8g = 9.81 m/s²
v1 = m/s
11.Hydrostatic forceMedium
gated = 0.5 mH = 2 m

A vertical rectangular gate 1.5 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 mb = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 3 mH = 2.5 m

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

d = 3 mH = 2.5 mb = 2 mρ = 1025 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 100 mm, p1​ = 210 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 210 kPa and the velocity is 1.75 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 100 mmd2 = 40 mmp1 = 210 kPav1 = 1.75 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 75 mm, p1​ = 350 kPad2​ = 50 mm, p2​ = ?Δz = 1 m

Water flows up through a pipe that narrows from 75 mm to 50 mm while rising 1 m. At section 1 the pressure is 350 kPa and the velocity is 2.75 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 75 mmd2 = 50 mmp1 = 350 kPav1 = 2.75 m/sΔz = 1 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
130 g of HeV = 5 LT = 45 °CP = ?

A tank of 5 L contains 130 g of He at 45 °C. Treat it as an ideal gas and find the pressure P.

m = 130 gM = 4.003 g/molV = 5 LT = 45 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
State 1State 2

A fixed amount of CH₄ goes from 200 kPa, 20 L, 10 °C to 600 kPa and 220 °C. Find the new volume V2.

P1 = 200 kPaV1 = 20 LT1 = 10 °CP2 = 600 kPaT2 = 220 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 28 °CTL​ = 4 °CRQ̇H​ = ?Q̇L​ = 6 kWẆ

A reversible refrigerator keeps a cold room at 4 °C by removing 6 kW of heat, and rejects heat to the surroundings at 28 °C. Find the rate Q̇H at which it rejects heat.

TL = 4 °CTH = 28 °CQ̇L = 6 kW
Q̇H = kW
18.Heat engines & refrigeratorsHard
TH​ = 650 °CTL​ = 35 °CEQH​ = 4500 kJQL​ = 3015 kJW = 1485 kJ

A heat engine takes in 4500 kJ of heat from a reservoir at 650 °C, produces 1485 kJ of work and rejects the rest to a reservoir at 35 °C, per cycle. Find the total entropy generated Sgen per cycle.

TH = 650 °CTL = 35 °CQH = 4500 kJW = 1485 kJ
Sgen = kJ/K
19.Waves, sound & opticsMedium
L = 0.65 mn = 2

A string fixed at both ends is 0.65 m long; waves travel on it at 150 m/s. Find the frequency f2 of its harmonic number 2.

v = 150 m/sn = 2L = 0.65 m
f2 = Hz
20.Waves, sound & opticsHard
λ = 500 nmθ2​ = ?

Light of wavelength 500 nm falls at right angles on a grating with 100 lines per millimetre. Find the angle θ2 of the order-2 maximum.

N = 100 mm⁻¹λ = 500 nmm = 2
θ2 = °

3Solutions

1.Kinematics

Answer: d = 42.53 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 = 16.67·0.7 = 11.67 m

Braking distance

d2 = v₀²/(2a) = 16.67²/(2·4.5) = 30.86 m

Total

d = 11.67 + 30.86 = 42.53 m

Answer

d = 42.53 m
2.Kinematics

Answer: t = 3.694 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.

−30 = 10·t − ½·9.81·t²
4.905·t² − 10·t − 30 = 0

Solve the quadratic

Only the positive root is physical.

t = (10 + √(10² + 2·9.81·30))/9.81 = 3.694 s

Answer

t = 3.694 s
3.Newton’s laws

Answer: a = 3.355 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·cos 20°) = 9.81·(0.342 − 0) = 3.355 m/s²

Answer

a = 3.355 m/s²
4.Newton’s laws

Answer: a = 6.213 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) = (49.05 − 2.453)/7.5 = 6.213 m/s²

Answer

a = 6.213 m/s²
5.Projectile motion

Answer: θ = 17.74 °

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 = 9.81·40/26² = 0.5805

Angle

2θ = 35.48° → θ = 17.74°

Answer

θ = 17.74°

The other solution is 90° − θ = 72.26°.

6.Projectile motion

Answer: α = 62.42 °

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 = 23·cos 50° = 14.78 m/s
vy0 = 23·sin 50° = 17.62 m/s

Vertical speed at impact

Energy or v² = v₀² + 2as in the vertical direction.

vy = √(17.62² + 2·9.81·25) = 28.3 m/s

Impact angle

tan α = vy/vx = 28.3/14.78 → α = 62.42°

Answer

α = 62.42°
7.Work & energy

Answer: Wf = 422.3 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 = 98.1·0.9063 = 88.91 N
F = μN = 0.25·88.91 = 22.23 N

Work against friction

Wf = F·d = 22.23·19 = 422.3 J

Answer

Wf = 422.3 J
8.Work & energy

Answer: d = 2.818 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 = 8 cm = 0.08 m
½kx² = ½·3000·0.08² = 9.6 J

Energy balance along the slope

m·g = 0.5·9.81 = 4.905 N
½kx² = mg·d·(sin θ + μ·cos θ)
d = 9.6/(4.905·(0.4226 + 0.3·0.9063)) = 2.818 m

Answer

d = 2.818 m
9.Momentum & collisions

Answer: v′2 = 9 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 = 6·12 = 72 kg·m/s

Momentum after

72 = 1·27 + 5·v′2
v′2 = (72 − 27)/5 = 9 m/s

Answer

v′2 = 9 m/s
10.Momentum & collisions

Answer: v1 = 42.6 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) = √(2·0.8·9.81·20.5) = 17.94 m/s

Momentum in the collision

m1·v1 = (m1 + m2)·V → v1 = 1900·17.94/800 = 42.6 m/s

Answer

v1 = 42.6 m/s
(153.4 km/h)
11.Hydrostatic force

Answer: F = 44.15 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 + 2/2 = 1.5 m
A = H·b = 2·1.5 = 3 m²
gated = 0.5 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·1.5·3 = 44.15 kN

Answer

F = 44.15 kN
12.Hydrostatic force

Answer: ycp = 4.373 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 = 3 + 2.5/2 = 4.25 m
A = H·b = 2.5·2 = 5 m²
gated = 3 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1025·9.81·4.25·5 = 213.7 kN

Centre of pressure

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

Ic = b·H³/12 = 2·2.5³/12 = 2.604 m⁴
ycp = yc + Ic/(yc·A) = 4.25 + 2.604/(4.25·5) = 4.373 m

Answer

ycp = 4.373 m
13.Continuity & Bernoulli

Answer: p2 = 151.7 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 = 1.75·(100/40)² = 10.94 m/s
½ρ(v1² − v2²) = ½·1000·(1.75² − 10.94²)/1000 = −58.28 kPa
p2 = p1 + ½ρ(v1² − v2²) = 210 + (−58.28) = 151.7 kPa

Answer

p2 = 151.7 kPa
14.Continuity & Bernoulli

Answer: p2 = 324.8 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·(75/50)² = 6.188 m/s
½ρ(v1² − v2²) = ½·1000·(2.75² − 6.188²)/1000 = −15.36 kPa
ρgΔz = 1000·9.81·1/1000 = 9.81 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 350 + (−15.36) − 9.81 = 324.8 kPa

Answer

p2 = 324.8 kPa
15.Ideal gas law

Answer: P = 17180 kPa

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

Moles

n = m/M = 130/4.003 = 32.48 mol
T = 45 + 273.15 = 318.1 K

Pressure

P = nRT/V = 32.48·8.314·318.1/0.005 = 17180 kPa

Answer

P = 17180 kPa
16.Ideal gas law

Answer: V2 = 11.61 L

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

Absolute temperatures

T1 = 283.1 K, T2 = 493.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 20·(200/600)·(493.1/283.1) = 11.61 L

Answer

V2 = 11.61 L
17.Heat engines & refrigerators

Answer: Q̇H = 6.52 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 = 28 + 273.15 = 301.1 K
TL = 4 + 273.15 = 277.1 K

Reversible heat ratio

Q̇H = Q̇L·TH/TL = 6·301.1/277.1 = 6.52 kW

Answer

Q̇H = 6.52 kW

Power input: Ẇ = 0.5196 kW.

18.Heat engines & refrigerators

Answer: Sgen = 4.91 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 = 4500 − 1485 = 3015 kJ

Absolute temperatures

TH = 650 + 273.15 = 923.1 K
TL = 35 + 273.15 = 308.1 K

Entropy changes of the reservoirs

ΔSH = −4500/923.1 = −4.875 kJ/K
ΔSL = 3015/308.1 = 9.784 kJ/K
Sgen = 9.784 − 4.875 = 4.91 kJ/K

Answer

Sgen = 4.91 kJ/K

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

19.Waves, sound & optics

Answer: f2 = 230.8 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 = 2L/n = 2·0.65/2 = 0.65 m

Frequency

f = v/λ = 150/0.65 = 230.8 Hz

Answer

f2 = 230.8 Hz
20.Waves, sound & optics

Answer: θ2 = 5.739 °

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 = 1/100 mm = 1 × 10⁻⁵ m

Grating equation

sin θ = mλ/d = 2·500 × 10⁻⁹/(1 × 10⁻⁵) = 0.1
θ = 5.739°

Answer

θ2 = 5.739°

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