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)t = ?27.78

A car driving at 100 km/h brakes with a constant deceleration of 5 m/s² until it stops. How long does braking take? Find t.

v₀ = 100 km/ha = −5 m/s²v = 0
t = s
2.KinematicsHard
AB: 26 m/s60 m

Ball A is dropped from rest from a height of 60 m. At the same instant ball B is thrown straight up from the ground directly below at 26 m/s. Ignore air resistance and use g = 9.81 m/s². When do the balls meet? Find t.

H = 60 mv0B = 26 m/sg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
10 kg25°F = 100 Nμ = 0.25

A 10 kg sled is pulled across level snow by a rope at 25° above the horizontal with a force of 100 N. The coefficient of kinetic friction is 0.25. Use g = 9.81 m/s². Find the acceleration a of the sled.

m = 10 kgF = 100 Nθ = 25°μ = 0.25g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 6.5 kg6 kgno friction

A 6.5 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 6 kg mass. The table is frictionless. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 6.5 kgm2 = 6 kgμ = 0g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 22 m/s25°x = ?

A ball is launched at 25° above horizontal from level ground. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 22 m/sθ = 25°g = 9.81 m/s²
x = m
6.Projectile motionHard
2 mv0​ = 29 m/s40°x = ?

A ball is thrown from ground level at 29 m/s and 40° above the horizontal. It lands on the flat roof of a building 2 m high, on its way down. Ignore air resistance and use g = 9.81 m/s². Find the horizontal distance x from the launch point to where it lands.

v₀ = 29 m/sθ = 40°hroof = 2 mg = 9.81 m/s²
x = m
7.Work & energyMedium
40°d = 19 mμ = 0.35

A block slides from rest down a slope at 40° to the horizontal. The coefficient of kinetic friction is 0.35. Find its speed v after it has slid 19 m along the slope.

θ = 40°μ = 0.35d = 19 mg = 9.81 m/s²
v = m/s
8.Work & energyHard
k = 3000 N/m15°μ = 0.250.5 kg

A spring of stiffness 3000 N/m at the bottom of a 15° slope is compressed by 5 cm against a 0.5 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 = 0.5 kgk = 3000 N/mx = 5 cmθ = 15°μ = 0.25g = 9.81 m/s²
d = m
9.Momentum & collisionsMedium
2 kg12 m/s3 kg

A 2 kg glider moving at 12 m/s makes a perfectly elastic head-on collision with a 3 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 kgm2 = 3 kgv1 = 12 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
1 kgv = ?15 g10°L = 2 m

A 15 g bullet is fired horizontally into a 1 kg block hanging from light strings 2 m long, and stays in it. The strings swing out to a largest angle of 10° from the vertical. Use g = 9.81 m/s². Find the speed v of the bullet before impact.

m = 15 gM = 1 kgL = 2 mθ = 10°g = 9.81 m/s²
v = m/s
11.Hydrostatic forceMedium
gated = 2 mH = 3 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 = 3 mb = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 1.5 mH = 1.5 m

A vertical rectangular gate 3 m wide sits in the wall of a tank of water, with its top edge 1.5 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 1.5 mH = 1.5 mb = 3 mρ = 1000 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 200 mm, p1​ = 230 kPad2​ = 75 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 200 mm to 75 mm. In the wide section the pressure is 230 kPa and the velocity is 1.25 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 200 mmd2 = 75 mmp1 = 230 kPav1 = 1.25 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 75 mm, p1​ = 160 kPad2​ = 25 mm, p2​ = ?Δz = 4 m

Water flows up through a pipe that narrows from 75 mm to 25 mm while rising 4 m. At section 1 the pressure is 160 kPa and the velocity is 1 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 75 mmd2 = 25 mmp1 = 160 kPav1 = 1 m/sΔz = 4 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
30 g of ArV = 30 LT = 25 °CP = ?

A tank of 30 L contains 30 g of Ar at 25 °C. Treat it as an ideal gas and find the pressure P.

m = 30 gM = 39.95 g/molV = 30 LT = 25 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
O₂, M = 32 g/molP = 500 kPaT = 90 °Cρ = ?

Find the density ρ of O₂ at 500 kPa and 90 °C, treating it as an ideal gas.

M = 32 g/molP = 500 kPaT = 90 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 225 °CTL​ = 25 °CEQH​ = 2200 kJQL​W = ?

A heat engine works between a hot reservoir at 225 °C and a cold reservoir at 25 °C. It takes in 2200 kJ of heat. Find the most work Wmax it could possibly produce.

TH = 225 °CTL = 25 °CQH = 2200 kJ
Wmax = kJ
18.Heat engines & refrigeratorsHard
550 °CTm​ = ?40 °CABWA​WB​

Two Carnot engines work in series. Engine A receives heat from a reservoir at 550 °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 have the same thermal efficiency. Find Tm in °C.

TH = 550 °CTL = 40 °C
Tm = °C
19.Waves, sound & opticsMedium
FFdo​ = 20 cmf = 30 cm

An object stands 20 cm in front of a thin converging lens with a focal length of 30 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 = 20 cmf = 30 cm
di = cm
20.Waves, sound & opticsHard
f1​ = 8 cmf2​ = 12 cm50 cm40 cm

Two thin lenses share an axis, 40 cm apart: lens 1 with f₁ = 8 cm and lens 2 with f₂ = 12 cm. An object stands 50 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 = 8 cmf2 = 12 cms = 40 cmdo = 50 cm
di2 = cm

3Solutions

1.Kinematics

Answer: t = 5.556 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.

Units

v₀ = 100/3.6 = 27.78 m/s

Braking time

0 = v₀ − a·t → t = v₀/a = 27.78/5 = 5.556 s

Answer

t = 5.556 s
2.Kinematics

Answer: t = 2.308 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.

Meeting time

Up is positive, the ground is y = 0.

60 − ½g·t² = 26·t − ½g·t² → t = 60/26 = 2.308 s

Answer

t = 2.308 s
3.Newton’s laws

Answer: a = 7.667 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 = 98.1 − 100·sin 25° = 55.84 N

Horizontal forces

m·a = F·cos θ − μ·N = 90.63 − 13.96
a = 76.67/10 = 7.667 m/s²

Answer

a = 7.667 m/s²
4.Newton’s laws

Answer: a = 4.709 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 − 0)/12.5 = 4.709 m/s²

Answer

a = 4.709 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 25° = 19.94 m/s
vy = v0·sin θ = 22·sin 25° = 9.298 m/s

Time in the air

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

t = 2·9.298/9.81 = 1.896 s

Horizontal distance

x = vx·t = 19.94·1.896 = 37.79 m

Answer

x = 37.79 m
6.Projectile motion

Answer: x = 81.97 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

vx = 22.22 m/s, vy = 18.64 m/s

Time to land on the roof

Larger root: the ball is descending.

2 = 18.64·t − 4.905·t²
t = (18.64 + √(18.64² − 2·9.81·2))/9.81 = 3.69 s

Horizontal distance

x = vx·t = 22.22·3.69 = 81.97 m

Answer

x = 81.97 m
7.Work & energy

Answer: v = 11.82 m/s

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 balance along the slope

The block drops a height d·sin θ while friction removes μmg·cos θ·d. The mass cancels.

½v² = g·d·(sin θ − μ·cos θ)
v = √(2·9.81·19·(0.6428 − 0.35·0.766)) = 11.82 m/s

Answer

v = 11.82 m/s
8.Work & energy

Answer: d = 1.528 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 = 5 cm = 0.05 m
½kx² = ½·3000·0.05² = 3.75 J

Energy balance along the slope

m·g = 0.5·9.81 = 4.905 N
½kx² = mg·d·(sin θ + μ·cos θ)
d = 3.75/(4.905·(0.2588 + 0.25·0.9659)) = 1.528 m

Answer

d = 1.528 m
9.Momentum & collisions

Answer: v′1 = −2.4 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.

Elastic collision with a target at rest

Solving momentum and energy conservation together gives these two results.

v′1 = (2 − 3)/(2 + 3)·12 = −2.4 m/s
v′2 = 2·2/(2 + 3)·12 = 9.6 m/s

Answer

v′1 = −2.4 m/s

The minus sign means the first glider bounces back.

10.Momentum & collisions

Answer: v = 52.25 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) = 2·(1 − cos 10°) = 0.03038 m

Speed after impact

V = √(2·9.81·0.03038) = 0.7721 m/s

Collision

v = (m + M)·V/m = 1.015·0.7721/0.015 = 52.25 m/s

Answer

v = 52.25 m/s
11.Hydrostatic force

Answer: F = 154.5 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 = 2 + 3/2 = 3.5 m
A = H·b = 3·1.5 = 4.5 m²
gated = 2 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·3.5·4.5 = 154.5 kN

Answer

F = 154.5 kN
12.Hydrostatic force

Answer: ycp = 2.333 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 = 1.5 + 1.5/2 = 2.25 m
A = H·b = 1.5·3 = 4.5 m²
gated = 1.5 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2.25·4.5 = 99.33 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) = 2.25 + 0.8438/(2.25·4.5) = 2.333 m

Answer

ycp = 2.333 m
13.Continuity & Bernoulli

Answer: p2 = 191.3 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 = 1.25·(200/75)² = 8.889 m/s
½ρ(v1² − v2²) = ½·1000·(1.25² − 8.889²)/1000 = −38.72 kPa
p2 = p1 + ½ρ(v1² − v2²) = 230 + (−38.72) = 191.3 kPa

Answer

p2 = 191.3 kPa
14.Continuity & Bernoulli

Answer: p2 = 80.76 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·(75/25)² = 9 m/s
½ρ(v1² − v2²) = ½·1000·(1² − 9²)/1000 = −40 kPa
ρgΔz = 1000·9.81·4/1000 = 39.24 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 160 + (−40) − 39.24 = 80.76 kPa

Answer

p2 = 80.76 kPa
15.Ideal gas law

Answer: P = 62.05 kPa

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

Moles

n = m/M = 30/39.95 = 0.7509 mol
T = 25 + 273.15 = 298.1 K

Pressure

P = nRT/V = 0.7509·8.314·298.1/0.03 = 62.05 kPa

Answer

P = 62.05 kPa
16.Ideal gas law

Answer: ρ = 5.299 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 90 + 273.15 = 363.1 K

Density

ρ = 500·32/(8.314·363.1) = 5.299 kg/m³

Answer

ρ = 5.299 kg/m³
17.Heat engines & refrigerators

Answer: Wmax = 883.3 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 = 225 + 273.15 = 498.1 K
TL = 25 + 273.15 = 298.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 298.1/498.1 = 40.15 %

Maximum work

Wmax = ηmax·QH = 0.4015·2200 = 883.3 kJ

Answer

Wmax = 883.3 kJ
18.Heat engines & refrigerators

Answer: Tm = 234.6 °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 = 550 + 273.15 = 823.1 K
TL = 40 + 273.15 = 313.1 K

Equal efficiencies

1 − Tm/TH = 1 − TL/Tm gives Tm² = TH·TL.

Tm = √(823.1·313.1) = 507.7 K = 234.6 °C

Answer

Tm = 234.6 °C
19.Waves, sound & optics

Answer: di = −60 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 = 1/30 − 1/20
di = −60 cm
FF20 cmf = 30 cm

Ray diagram

virtual, on the same side as the object

Answer

di = −60 cm
20.Waves, sound & optics

Answer: di2 = 19.79 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 = 1/8 − 1/50 → di1 = 9.524 cm

Object for lens 2

do2 = 40 − 9.524 = 30.48 cm

Final image

1/di2 = 1/12 − 1/30.48 → di2 = 19.79 cm

Answer

di2 = 19.79 cm

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