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)4.167 s25

A car driving at 90 km/h brakes with a constant deceleration of 6 m/s² until it stops. Find the braking distance s.

v₀ = 90 km/ha = −6 m/s²v = 0
s = m
2.KinematicsHard
AB: 24 m/s20 m

Ball A is dropped from rest from a height of 20 m. At the same instant ball B is thrown straight up from the ground directly below at 24 m/s. Ignore air resistance and use g = 9.81 m/s². At what height y above the ground do they meet?

H = 20 mv0B = 24 m/sg = 9.81 m/s²
y = m
3.Newton’s lawsMedium
θ = 20°a = ?m = 18 kg

An 18 kg block slides down a slope at 20° 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 = 18 kgθ = 20°μ = 0.15g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 8.5 kg4 kgμ = 0.3

An 8.5 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 4 kg mass. The coefficient of kinetic friction between block and table is 0.3. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 8.5 kgm2 = 4 kgμ = 0.3g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 34 m/sθ = ?R = 55 m

A ball is launched from level ground at 34 m/s and must land 55 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 = 55 mg = 9.81 m/s²
θ = °
6.Projectile motionHard
h = 60 mv0​ = 29 m/s15°range

A ball is launched at 15° above horizontal from the top of a 60 m cliff. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 29 m/sθ = 15°h = 60 mg = 9.81 m/s²
t = s
7.Work & energyMedium
25°d = 16 mμ = 0.2

A 2.5 kg block slides 16 m down a slope at 25° to the horizontal, with a coefficient of kinetic friction of 0.2. Find the work Wf done against friction.

m = 2.5 kgθ = 25°μ = 0.2d = 16 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
k = 800 N/m35°μ = 0.153 kg

A spring of stiffness 800 N/m at the bottom of a 35° slope is compressed by 20 cm against a 3 kg block and released. The coefficient of kinetic friction between block and slope is 0.15. 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 = 3 kgk = 800 N/mx = 20 cmθ = 35°μ = 0.15g = 9.81 m/s²
d = m
9.Momentum & collisionsMedium
2.5 kg8 m/s1 kg

A 2.5 kg glider moving at 8 m/s makes a perfectly elastic head-on collision with a 1 kg glider at rest on a frictionless track. Find the velocity v′1 of the first glider after the collision (positive in its original direction).

m1 = 2.5 kgm2 = 1 kgv1 = 8 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
1700 kg8 m/s1100 kg20 m/sθ = ?

At a crossing a 1700 kg car travelling east at 8 m/s collides with a 1100 kg car travelling north at 20 m/s. The cars lock together. Find the direction θ of the wreck just after the collision, measured north of east.

m1 = 1700 kgv1 = 8 m/s (E)m2 = 1100 kgv2 = 20 m/s (N)
θ = °
11.Hydrostatic forceMedium
gated = 2 mH = 1.5 m

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of water, with its top edge 2 m below the surface. Find the resultant hydrostatic force F on the gate.

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

A vertical rectangular gate 2 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 = 2 mb = 2 mρ = 1260 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 100 mm, p1​ = 170 kPad2​ = 75 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 100 mm to 75 mm. In the wide section the pressure is 170 kPa and the velocity is 3 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 100 mmd2 = 75 mmp1 = 170 kPav1 = 3 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 100 mm, p1​ = 310 kPad2​ = 40 mm, p2​ = ?Δz = 9 m

Water flows up through a pipe that narrows from 100 mm to 40 mm while rising 9 m. At section 1 the pressure is 310 kPa and the velocity is 0.5 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 100 mmd2 = 40 mmp1 = 310 kPav1 = 0.5 m/sΔz = 9 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
50 g of O₂P = 550 kPaT = 45 °CV = ?

What volume V does 50 g of O₂ occupy at 550 kPa and 45 °C? Treat it as an ideal gas.

m = 50 gM = 32 g/molP = 550 kPaT = 45 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
Ar, M = 39.95 g/molP = 150 kPaT = 50 °Cρ = ?

Find the density ρ of Ar at 150 kPa and 50 °C, treating it as an ideal gas.

M = 39.95 g/molP = 150 kPaT = 50 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 20 °CTL​ = -30 °CRQ̇H​ = ?Q̇L​ = 10 kWẆ

A reversible refrigerator keeps a cold room at -30 °C by removing 10 kW of heat, and rejects heat to the surroundings at 20 °C. Find the rate Q̇H at which it rejects heat.

TL = -30 °CTH = 20 °CQ̇L = 10 kW
Q̇H = kW
18.Heat engines & refrigeratorsHard
800 °CTm​ = ?40 °CABWA​WB​

Two Carnot engines work in series. Engine A receives heat from a reservoir at 800 °C and rejects heat to an intermediate reservoir at temperature Tm. Engine B takes all that heat and rejects heat to a reservoir at 40 °C. Both engines produce the same work. Find Tm in °C.

TH = 800 °CTL = 40 °C
Tm = °C
19.Waves, sound & opticsMedium
FFdo​ = 4 cmf = 25 cm

An object stands 4 cm in front of a thin converging lens with a focal length of 25 cm. Find the image distance di. Use the sign convention 1/f = 1/do + 1/di (f < 0 for a diverging lens, di < 0 for a virtual image).

do = 4 cmf = 25 cm
di = cm
20.Waves, sound & opticsHard
f1​ = 20 cmf2​ = 12 cm30 cm20 cm

Two thin lenses share an axis, 20 cm apart: lens 1 with f₁ = 20 cm and lens 2 with f₂ = 12 cm. An object stands 30 cm in front of lens 1. Find the position di2 of the final image measured from lens 2 (positive beyond lens 2, real-is-positive convention).

f1 = 20 cmf2 = 12 cms = 20 cmdo = 30 cm
di2 = cm

3Solutions

1.Kinematics

Answer: s = 52.08 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 = 90/3.6 = 25 m/s

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 25²/(2·6) = 52.08 m

Answer

s = 52.08 m
2.Kinematics

Answer: y = 16.59 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.

Meeting time

Up is positive, the ground is y = 0.

20 − ½g·t² = 24·t − ½g·t² → t = 20/24 = 0.8333 s

Meeting height

y = 24·0.8333 − ½·9.81·0.8333² = 16.59 m

Answer

y = 16.59 m
3.Newton’s laws

Answer: a = 1.972 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° − 0.15·cos 20°) = 9.81·(0.342 − 0.141) = 1.972 m/s²

Answer

a = 1.972 m/s²
4.Newton’s laws

Answer: T = 34.69 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.

Acceleration of the system

a = (m2·g − μ·m1·g)/(m1 + m2) = (39.24 − 25.02)/12.5 = 1.138 m/s²

Tension from the block on the table

T − μ·m1·g = m1·a
T = 8.5·1.138 + 25.02 = 34.69 N

Answer

T = 34.69 N
5.Projectile motion

Answer: θ = 13.91 °

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 = 9.81·55/34² = 0.4667

Angle

2θ = 27.82° → θ = 13.91°

Answer

θ = 13.91°

The other solution is 90° − θ = 76.09°.

6.Projectile motion

Answer: t = 4.345 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 = 29·cos 15° = 28.01 m/s
vy = v0·sin θ = 29·sin 15° = 7.506 m/s

Time in the air

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

0 = 60 + 7.506·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (7.506 + √(56.34 + 1177))/9.81 = 4.345 s

Answer

t = 4.345 s
7.Work & energy

Answer: Wf = 71.13 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 = 24.53·0.9063 = 22.23 N
F = μN = 0.2·22.23 = 4.445 N

Work against friction

Wf = F·d = 4.445·16 = 71.13 J

Answer

Wf = 71.13 J
8.Work & energy

Answer: d = 0.7806 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 = 20 cm = 0.2 m
½kx² = ½·800·0.2² = 16 J

Energy balance along the slope

m·g = 3·9.81 = 29.43 N
½kx² = mg·d·(sin θ + μ·cos θ)
d = 16/(29.43·(0.5736 + 0.15·0.8192)) = 0.7806 m

Answer

d = 0.7806 m
9.Momentum & collisions

Answer: v′1 = 3.429 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 = (2.5 − 1)/(2.5 + 1)·8 = 3.429 m/s
v′2 = 2·2.5/(2.5 + 1)·8 = 11.43 m/s

Answer

v′1 = 3.429 m/s
10.Momentum & collisions

Answer: θ = 58.28 °

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 = 1700·8 = 13600 kg·m/s
py = 1100·20 = 22000 kg·m/s

Direction

tan θ = py/px = 1.618 → θ = 58.28°

Answer

θ = 58.28°
11.Hydrostatic force

Answer: F = 60.7 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 + 1.5/2 = 2.75 m
A = H·b = 1.5·1.5 = 2.25 m²
gated = 2 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2.75·2.25 = 60.7 kN

Answer

F = 60.7 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 = 2·2 = 4 m²
gated = 1 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1260·9.81·2·4 = 98.88 kN

Centre of pressure

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

Ic = b·H³/12 = 2·2³/12 = 1.333 m⁴
ycp = yc + Ic/(yc·A) = 2 + 1.333/(2·4) = 2.167 m

Answer

ycp = 2.167 m
13.Continuity & Bernoulli

Answer: p2 = 160.3 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 = 3·(100/75)² = 5.333 m/s
½ρ(v1² − v2²) = ½·1000·(3² − 5.333²)/1000 = −9.722 kPa
p2 = p1 + ½ρ(v1² − v2²) = 170 + (−9.722) = 160.3 kPa

Answer

p2 = 160.3 kPa
14.Continuity & Bernoulli

Answer: p2 = 217 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 = 0.5·(100/40)² = 3.125 m/s
½ρ(v1² − v2²) = ½·1000·(0.5² − 3.125²)/1000 = −4.758 kPa
ρgΔz = 1000·9.81·9/1000 = 88.29 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 310 + (−4.758) − 88.29 = 217 kPa

Answer

p2 = 217 kPa
15.Ideal gas law

Answer: V = 7.514 L

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

Moles

n = 50/32 = 1.563 mol
T = 45 + 273.15 = 318.1 K

Volume

V = nRT/P = 1.563·8.314·318.1/550 = 7.514 L

Answer

V = 7.514 L
16.Ideal gas law

Answer: ρ = 2.23 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 50 + 273.15 = 323.1 K

Density

ρ = 150·39.95/(8.314·323.1) = 2.23 kg/m³

Answer

ρ = 2.23 kg/m³
17.Heat engines & refrigerators

Answer: Q̇H = 12.06 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 = 20 + 273.15 = 293.1 K
TL = -30 + 273.15 = 243.1 K

Reversible heat ratio

Q̇H = Q̇L·TH/TL = 10·293.1/243.1 = 12.06 kW

Answer

Q̇H = 12.06 kW

Power input: Ẇ = 2.056 kW.

18.Heat engines & refrigerators

Answer: Tm = 420 °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 temperatures

TH = 800 + 273.15 = 1073 K
TL = 40 + 273.15 = 313.1 K

Equal work

W = Q·(1 − Tlow/Thigh) and Q/T is the same at every reservoir, so W is proportional to the temperature drop.

Tm = (1073 + 313.1)/2 = 693.2 K = 420 °C

Answer

Tm = 420 °C
19.Waves, sound & optics

Answer: di = −4.762 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 = 1/25 − 1/4
di = −4.762 cm
FF4 cmf = 25 cm

Ray diagram

virtual, on the same side as the object

Answer

di = −4.762 cm
20.Waves, sound & optics

Answer: di2 = 9.231 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.

Image of lens 1

1/di1 = 1/20 − 1/30 → di1 = 60 cm

Object for lens 2

do2 = 20 − 60 = −40 cm

Final image

1/di2 = 1/12 − 1/(−40) → di2 = 9.231 cm

Answer

di2 = 9.231 cm

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