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)8.571 s30

A car driving at 108 km/h brakes with a constant deceleration of 3.5 m/s² until it stops. Find the braking distance s.

v₀ = 108 km/ha = −3.5 m/s²v = 0
s = m
2.KinematicsHard
v₀ = 9 m/s20 m

A ball is thrown straight up at 9 m/s from the edge of a roof 20 m above the ground. Ignore air resistance and use g = 9.81 m/s². Find the greatest height hmax above the ground.

v₀ = 9 m/sh₀ = 20 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
θ = 30°a = ?m = 15 kg

A 15 kg block slides down a slope at 30° 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 = 15 kgθ = 30°μ = 0.15g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
θ = 20°blockv₀ = 3.5 m/s

A block is given a push so that it starts sliding up a ramp at 20° with a speed of 3.5 m/s. The coefficient of kinetic friction is 0.1. Use g = 9.81 m/s². How far d along the ramp does it slide before it stops?

v₀ = 3.5 m/sθ = 20°μ = 0.1g = 9.81 m/s²
d = m
5.Projectile motionMedium
47 my = ?v0​ = 32 m/s20°

A ball is kicked from level ground at 32 m/s and 20° above the horizontal towards a wall 47 m away. Ignore air resistance and use g = 9.81 m/s². At what height y does the ball pass the wall?

v₀ = 32 m/sθ = 20°x = 47 mg = 9.81 m/s²
y = m
6.Projectile motionHard
h = 25 mv0​ = 34 m/s15°α = ?

A ball is launched at 34 m/s and 15° 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 = 34 m/sθ = 15°h = 25 mg = 9.81 m/s²
α = °
7.Work & energyMedium
20°d = 3 mμ = 0.2

A 5 kg block slides 3 m down a slope at 20° to the horizontal, with a coefficient of kinetic friction of 0.2. Find the work Wf done against friction.

m = 5 kgθ = 20°μ = 0.2d = 3 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
h = 2 mL = 2.5 mμ = 0.2k = 4000 N/m

A 4 kg block is released from rest at height 2 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 2.5 m long (μ = 0.2) and then runs onto a spring (k = 4000 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 4 kgh = 2 mL = 2.5 mμ = 0.2k = 4000 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
1300 kg9 m/s800 kg

A 1300 kg car moving at 9 m/s runs into a stationary 800 kg car and the two lock together. How much kinetic energy ΔK is lost in the collision?

m1 = 1300 kgv1 = 9 m/sm2 = 800 kgv2 = 0
ΔK = J
10.Momentum & collisionsHard
2000 kgv1​ = ?1600 kg

A 2000 kg car runs into a parked 1600 kg car. The wrecks lock together and skid 9 m before stopping. The coefficient of kinetic friction between tyres and road is 0.6. Use g = 9.81 m/s². Find the speed v1 of the first car just before the collision.

m1 = 2000 kgm2 = 1600 kgd = 9 mμ = 0.6g = 9.81 m/s²
v1 = m/s
11.Hydrostatic forceMedium
gated = 2.5 mH = 2 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of water, with its top edge 2.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 2.5 mH = 2 mb = 1 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 4 mH = 2.5 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of oil, with its top edge 4 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 4 mH = 2.5 mb = 2 mρ = 880 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 75 mm, p1​ = 270 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 270 kPa and the velocity is 0.75 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 75 mmd2 = 40 mmp1 = 270 kPav1 = 0.75 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 100 mm, p1​ = 370 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 370 kPa and the velocity is 1.25 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 100 mmd2 = 40 mmp1 = 370 kPav1 = 1.25 m/sΔz = 9 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
230 g of O₂P = 550 kPaT = 15 °CV = ?

What volume V does 230 g of O₂ occupy at 550 kPa and 15 °C? Treat it as an ideal gas.

m = 230 gM = 32 g/molP = 550 kPaT = 15 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
State 1State 2

A fixed amount of CO₂ goes from 350 kPa, 5 L, 15 °C to 350 kPa and 220 °C. Find the new volume V2.

P1 = 350 kPaV1 = 5 LT1 = 15 °CP2 = 350 kPaT2 = 220 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 775 °CTL​ = 25 °CEQH​ = 2900 kJQL​W = ?

A heat engine works between a hot reservoir at 775 °C and a cold reservoir at 25 °C. It takes in 2900 kJ of heat. Find the most work Wmax it could possibly produce.

TH = 775 °CTL = 25 °CQH = 2900 kJ
Wmax = kJ
18.Heat engines & refrigeratorsHard
TH​ = 600 °CT0​ = 20 °CTL​ = 0 °CERWQ̇H​ = 40 kWQ̇L​ = ?

A Carnot heat engine receives 40 kW of heat from a source at 600 °C and rejects heat to the surroundings at 20 °C. All of its work drives a Carnot refrigerator that removes heat from a freezer at 0 °C and also rejects heat to the surroundings at 20 °C. Find the rate Q̇L at which heat is removed from the freezer.

TH = 600 °CT0 = 20 °CTL = 0 °CQ̇H = 40 kW
Q̇L = kW
19.Waves, sound & opticsMedium
L = 0.5 mn = 5

A string fixed at both ends is 0.5 m long; waves travel on it at 100 m/s. Find the frequency f5 of its harmonic number 5.

v = 100 m/sn = 5L = 0.5 m
f5 = Hz
20.Waves, sound & opticsHard
f1​ = 10 cmf2​ = −15 cm18 cm50 cm

Two thin lenses share an axis, 50 cm apart: lens 1 with f₁ = 10 cm and lens 2 with f₂ = −15 cm. An object stands 18 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 = 10 cmf2 = −15 cms = 50 cmdo = 18 cm
di2 = cm

3Solutions

1.Kinematics

Answer: s = 128.6 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 = 108/3.6 = 30 m/s

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 30²/(2·3.5) = 128.6 m

Answer

s = 128.6 m
2.Kinematics

Answer: hmax = 24.13 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 = 9²/(2·9.81) = 4.128 m

Height above the ground

hmax = 20 + 4.128 = 24.13 m

Answer

hmax = 24.13 m
3.Newton’s laws

Answer: a = 3.631 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 30° − 0.15·cos 30°) = 9.81·(0.5 − 0.1299) = 3.631 m/s²

Answer

a = 3.631 m/s²
4.Newton’s laws

Answer: d = 1.432 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 20° + 0.1·cos 20°) = 4.277 m/s²

Distance

d = v₀²/(2a) = 3.5²/(2·4.277) = 1.432 m

Answer

d = 1.432 m
5.Projectile motion

Answer: y = 5.124 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.

Time to the wall

vx = 32·cos 20° = 30.07 m/s
t = x/vx = 47/30.07 = 1.563 s

Height at that time

y = 10.94·1.563 − ½·9.81·1.563² = 5.124 m

Answer

y = 5.124 m

The ball is already on its way down at the wall.

6.Projectile motion

Answer: α = 35.97 °

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 = 34·cos 15° = 32.84 m/s
vy0 = 34·sin 15° = 8.8 m/s

Vertical speed at impact

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

vy = √(8.8² + 2·9.81·25) = 23.83 m/s

Impact angle

tan α = vy/vx = 23.83/32.84 → α = 35.97°

Answer

α = 35.97°
7.Work & energy

Answer: Wf = 27.66 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 = 49.05·0.9397 = 46.09 N
F = μN = 0.2·46.09 = 9.218 N

Work against friction

Wf = F·d = 9.218·3 = 27.66 J

Answer

Wf = 27.66 J
8.Work & energy

Answer: x = 17.16 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 = 39.24·(2 − 0.2·2.5) = 58.86 J

Maximum compression

½kx² = 58.86 → x = √(2·58.86/4000) = 0.1716 m = 17.16 cm

Answer

x = 17.16 cm
9.Momentum & collisions

Answer: ΔK = 20057 J

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.

Common velocity

v′ = m1·v1/(m1 + m2) = 1300·9/2100 = 5.571 m/s

Kinetic energy before and after

Kbefore = ½·1300·9² = 52650 J
Kafter = ½·2100·5.571² = 32593 J

Energy lost

ΔK = 52650 − 32593 = 20057 J

Answer

ΔK = 20057 J

The lost energy goes into deformation, heat and sound.

10.Momentum & collisions

Answer: v1 = 18.53 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) = √(2·0.6·9.81·9) = 10.29 m/s

Momentum in the collision

m1·v1 = (m1 + m2)·V → v1 = 3600·10.29/2000 = 18.53 m/s

Answer

v1 = 18.53 m/s
(66.7 km/h)
11.Hydrostatic force

Answer: F = 68.67 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 = 2.5 + 2/2 = 3.5 m
A = H·b = 2·1 = 2 m²
gated = 2.5 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·3.5·2 = 68.67 kN

Answer

F = 68.67 kN
12.Hydrostatic force

Answer: ycp = 5.349 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 = 4 + 2.5/2 = 5.25 m
A = H·b = 2.5·2 = 5 m²
gated = 4 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 880·9.81·5.25·5 = 226.6 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) = 5.25 + 2.604/(5.25·5) = 5.349 m

Answer

ycp = 5.349 m
13.Continuity & Bernoulli

Answer: p2 = 266.8 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 = 0.75·(75/40)² = 2.637 m/s
½ρ(v1² − v2²) = ½·1000·(0.75² − 2.637²)/1000 = −3.195 kPa
p2 = p1 + ½ρ(v1² − v2²) = 270 + (−3.195) = 266.8 kPa

Answer

p2 = 266.8 kPa
14.Continuity & Bernoulli

Answer: p2 = 252 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·(100/40)² = 7.813 m/s
½ρ(v1² − v2²) = ½·1000·(1.25² − 7.813²)/1000 = −29.74 kPa
ρgΔz = 1000·9.81·9/1000 = 88.29 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 370 + (−29.74) − 88.29 = 252 kPa

Answer

p2 = 252 kPa
15.Ideal gas law

Answer: V = 31.31 L

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

Moles

n = 230/32 = 7.188 mol
T = 15 + 273.15 = 288.1 K

Volume

V = nRT/P = 7.188·8.314·288.1/550 = 31.31 L

Answer

V = 31.31 L
16.Ideal gas law

Answer: V2 = 8.557 L

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

Absolute temperatures

T1 = 288.1 K, T2 = 493.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 5·(350/350)·(493.1/288.1) = 8.557 L

Answer

V2 = 8.557 L
17.Heat engines & refrigerators

Answer: Wmax = 2075 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 = 775 + 273.15 = 1048 K
TL = 25 + 273.15 = 298.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 298.1/1048 = 71.55 %

Maximum work

Wmax = ηmax·QH = 0.7155·2900 = 2075 kJ

Answer

Wmax = 2075 kJ
18.Heat engines & refrigerators

Answer: Q̇L = 362.9 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 = 600 + 273.15 = 873.1 K
T0 = 20 + 273.15 = 293.1 K
TL = 0 + 273.15 = 273.1 K

Engine work

η = 1 − 293.1/873.1 = 0.6643
Ẇ = 0.6643·40 = 26.57 kW

Heat removed by the refrigerator

COPR = 273.1/(293.1 − 273.1) = 13.66
Q̇L = 13.66·26.57 = 362.9 kW

Answer

Q̇L = 362.9 kW
19.Waves, sound & optics

Answer: f5 = 500 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 = 2·0.5/5 = 0.2 m

Frequency

f = v/λ = 100/0.2 = 500 Hz

Answer

f5 = 500 Hz
20.Waves, sound & optics

Answer: di2 = −9.706 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 = 1/10 − 1/18 → di1 = 22.5 cm

Object for lens 2

do2 = 50 − 22.5 = 27.5 cm

Final image

1/di2 = 1/(−15) − 1/27.5 → di2 = −9.706 cm

Answer

di2 = −9.706 cm

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