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)0.8 s16.67

A driver moving at 60 km/h sees an obstacle. Her reaction time is 0.8 s, after which the car brakes with a constant deceleration of 5.5 m/s². Find the total stopping distance d from the moment she sees the obstacle.

v₀ = 60 km/htr = 0.8 sa = −5.5 m/s²
d = m
2.KinematicsHard
v₀ = 10 m/s5 m

A ball is thrown straight up at 10 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 = 10 m/sh₀ = 5 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
θ = 45°a = ?m = 2 kg

A 2 kg block slides down a slope at 45° to the horizontal. The coefficient of kinetic friction is 0.3. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 2 kgθ = 45°μ = 0.3g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 7.5 kg5.5 kgμ = 0.3

A 7.5 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 5.5 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 = 7.5 kgm2 = 5.5 kgμ = 0.3g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 18 m/s20°rangeH = ?

A ball is launched at 20° above horizontal from level ground. Ignore air resistance. Find the maximum height H the ball reaches.

v0 = 18 m/sθ = 20°g = 9.81 m/s²
H = m
6.Projectile motionHard
h = 30 mv0​ = 25 m/s50°H = ?

A ball is launched at 25 m/s and 50° above the horizontal from the top of a 30 m cliff. Ignore air resistance and use g = 9.81 m/s². Find the greatest height H above the ground at the foot of the cliff.

v₀ = 25 m/sθ = 50°h = 30 mg = 9.81 m/s²
H = m
7.Work & energyMedium
40°d = 10 mμ = 0.25

A block slides from rest down a slope at 40° to the horizontal. The coefficient of kinetic friction is 0.25. Find its speed v after it has slid 10 m along the slope.

θ = 40°μ = 0.25d = 10 mg = 9.81 m/s²
v = m/s
8.Work & energyHard
h = 4.5 mL = 5 mμ = 0.1k = 5000 N/m

A 2 kg block is released from rest at height 4.5 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 5 m long (μ = 0.1) and then runs onto a spring (k = 5000 N/m) on a smooth surface. Find the speed v of the block when it reaches the spring.

m = 2 kgh = 4.5 mL = 5 mμ = 0.1k = 5000 N/mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
3.5 kgv = ?8 gh = 23 cm

An 8 g bullet is fired horizontally into a 3.5 kg wooden block hanging on light strings, and stays inside it. The block swings up until it is 23 cm higher than at the start. Use g = 9.81 m/s². Find the speed v of the bullet before impact.

m = 8 gM = 3.5 kgh = 23 cmg = 9.81 m/s²
v = m/s
10.Momentum & collisionsHard
1500 kgv1​ = ?1200 kg

A 1500 kg car runs into a parked 1200 kg car. The wrecks lock together and skid 6.5 m before stopping. The coefficient of kinetic friction between tyres and road is 0.75. Use g = 9.81 m/s². Find the speed v1 of the first car just before the collision.

m1 = 1500 kgm2 = 1200 kgd = 6.5 mμ = 0.75g = 9.81 m/s²
v1 = m/s
11.Hydrostatic forceMedium
gated = 1 mH = 3 m

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of water, with its top edge 1 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 1 mH = 3 mb = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 2 mH = 2 m

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of glycerin, with its top edge 2 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 2 mH = 2 mb = 1.5 mρ = 1260 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 150 mm, p1​ = 130 kPad2​ = 40 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 150 mm to 40 mm. In the wide section the pressure is 130 kPa and the velocity is 0.5 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 150 mmd2 = 40 mmp1 = 130 kPav1 = 0.5 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 100 mm, p1​ = 350 kPad2​ = 25 mm, p2​ = ?Δz = 2 m

Water flows up through a pipe that narrows from 100 mm to 25 mm while rising 2 m. At section 1 the pressure is 350 kPa and the velocity is 0.75 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 100 mmd2 = 25 mmp1 = 350 kPav1 = 0.75 m/sΔz = 2 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
220 g of O₂P = 200 kPaT = 40 °CV = ?

What volume V does 220 g of O₂ occupy at 200 kPa and 40 °C? Treat it as an ideal gas.

m = 220 gM = 32 g/molP = 200 kPaT = 40 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
O₂, M = 32 g/molP = 150 kPaT = 80 °Cρ = ?

Find the density ρ of O₂ at 150 kPa and 80 °C, treating it as an ideal gas.

M = 32 g/molP = 150 kPaT = 80 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 450 °CTL​ = 40 °CEQH​QL​W

A heat engine works between a hot reservoir at 450 °C and a cold reservoir at 40 °C. Find the highest possible thermal efficiency ηmax.

TH = 450 °CTL = 40 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 32 °CTL​ = 4 °CRQ̇H​Q̇L​ = 0.5 kWẆ = ?

A refrigerator keeps its cold space at 4 °C in a kitchen at 32 °C, removing heat from the cold space at 0.5 kW. Find the minimum power input Ẇmin.

TH = 32 °CTL = 4 °CQ̇L = 0.5 kW
Ẇmin = kW
19.Waves, sound & opticsMedium
θc = ?90°ethanol, n1​ = 1.36air, n2​ = 1.00

Light travels in ethanol (n = 1.36) towards a flat boundary with air (n = 1.00). Find the critical angle θc beyond which it is totally reflected.

n1 = 1.36n2 = 1.00
θc = °
20.Waves, sound & opticsHard
f1​ = 10 cmf2​ = −15 cm25 cm25 cm

Two thin lenses share an axis, 25 cm apart: lens 1 with f₁ = 10 cm and lens 2 with f₂ = −15 cm. An object stands 25 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 = 25 cmdo = 25 cm
di2 = cm

3Solutions

1.Kinematics

Answer: d = 38.59 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.

Units

v₀ = 60/3.6 = 16.67 m/s

Reaction distance

d1 = v₀·tr = 16.67·0.8 = 13.33 m

Braking distance

d2 = v₀²/(2a) = 16.67²/(2·5.5) = 25.25 m

Total

d = 13.33 + 25.25 = 38.59 m

Answer

d = 38.59 m
2.Kinematics

Answer: hmax = 10.1 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 = 10²/(2·9.81) = 5.097 m

Height above the ground

hmax = 5 + 5.097 = 10.1 m

Answer

hmax = 10.1 m
3.Newton’s laws

Answer: a = 4.856 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 45° − 0.3·cos 45°) = 9.81·(0.7071 − 0.2121) = 4.856 m/s²

Answer

a = 4.856 m/s²
4.Newton’s laws

Answer: T = 40.47 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) = (53.96 − 22.07)/13 = 2.453 m/s²

Tension from the block on the table

T − μ·m1·g = m1·a
T = 7.5·2.453 + 22.07 = 40.47 N

Answer

T = 40.47 N
5.Projectile motion

Answer: H = 1.932 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 = 18·cos 20° = 16.91 m/s
vy = v0·sin θ = 18·sin 20° = 6.156 m/s

Highest point

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

H = vy²/(2g) = 6.156²/(2·9.81) = 1.932 m

Answer

H = 1.932 m
6.Projectile motion

Answer: H = 48.69 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.

Vertical launch speed

vy = 25·sin 50° = 19.15 m/s

Rise above the cliff

Δh = vy²/(2g) = 19.15²/(2·9.81) = 18.69 m

Height above the ground

H = 30 + 18.69 = 48.69 m

Answer

H = 48.69 m
7.Work & energy

Answer: v = 9.41 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 = √(2·9.81·10·(0.6428 − 0.25·0.766)) = 9.41 m/s

Answer

v = 9.41 m/s
8.Work & energy

Answer: v = 8.859 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 left after the rough strip

The ramp is smooth, so only the strip removes energy.

mgh − μmgL = 19.62·(4.5 − 0.1·5) = 78.48 J

Speed at the spring

½mv² = mg(h − μL) → v = √(2g(h − μL)) = √(2·9.81·4) = 8.859 m/s

Answer

v = 8.859 m/s
9.Momentum & collisions

Answer: v = 931.5 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.

Swing after impact

V = √(2·g·h) = √(2·9.81·0.23) = 2.124 m/s

Collision

m·v = (m + M)·V → v = (0.008 + 3.5)·2.124/0.008 = 931.5 m/s

Answer

v = 931.5 m/s
10.Momentum & collisions

Answer: v1 = 17.6 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) = √(2·0.75·9.81·6.5) = 9.78 m/s

Momentum in the collision

m1·v1 = (m1 + m2)·V → v1 = 2700·9.78/1500 = 17.6 m/s

Answer

v1 = 17.6 m/s
(63.37 km/h)
11.Hydrostatic force

Answer: F = 110.4 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 = 1 + 3/2 = 2.5 m
A = H·b = 3·1.5 = 4.5 m²
gated = 1 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2.5·4.5 = 110.4 kN

Answer

F = 110.4 kN
12.Hydrostatic force

Answer: ycp = 3.111 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 = 2 + 2/2 = 3 m
A = H·b = 2·1.5 = 3 m²
gated = 2 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1260·9.81·3·3 = 111.2 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) = 3 + 1/(3·3) = 3.111 m

Answer

ycp = 3.111 m
13.Continuity & Bernoulli

Answer: p2 = 105.4 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·(150/40)² = 7.031 m/s
½ρ(v1² − v2²) = ½·1000·(0.5² − 7.031²)/1000 = −24.59 kPa
p2 = p1 + ½ρ(v1² − v2²) = 130 + (−24.59) = 105.4 kPa

Answer

p2 = 105.4 kPa
14.Continuity & Bernoulli

Answer: p2 = 258.7 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 = 0.75·(100/25)² = 12 m/s
½ρ(v1² − v2²) = ½·1000·(0.75² − 12²)/1000 = −71.72 kPa
ρgΔz = 1000·9.81·2/1000 = 19.62 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 350 + (−71.72) − 19.62 = 258.7 kPa

Answer

p2 = 258.7 kPa
15.Ideal gas law

Answer: V = 89.5 L

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

Moles

n = 220/32 = 6.875 mol
T = 40 + 273.15 = 313.1 K

Volume

V = nRT/P = 6.875·8.314·313.1/200 = 89.5 L

Answer

V = 89.5 L
16.Ideal gas law

Answer: ρ = 1.635 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 80 + 273.15 = 353.1 K

Density

ρ = 150·32/(8.314·353.1) = 1.635 kg/m³

Answer

ρ = 1.635 kg/m³
17.Heat engines & refrigerators

Answer: ηmax = 56.7 %

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 = 450 + 273.15 = 723.1 K
TL = 40 + 273.15 = 313.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 313.1/723.1 = 56.7 %

Answer

ηmax = 56.7 %
18.Heat engines & refrigerators

Answer: Ẇmin = 0.05051 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 = 32 + 273.15 = 305.1 K
TL = 4 + 273.15 = 277.1 K

Best possible COP

COPR,max = TL/(TH − TL) = 277.1/(305.1 − 277.1) = 9.898

Minimum power

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

Ẇmin = Q̇L/COP = 0.5/9.898 = 0.05051 kW

Answer

Ẇmin = 0.05051 kW
19.Waves, sound & optics

Answer: θc = 47.33 °

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.

Refraction at 90°

sin θc = n₂/n₁ = 1.00/1.36 = 0.7353

Critical angle

θc = arcsin(0.7353) = 47.33°

Answer

θc = 47.33°
20.Waves, sound & optics

Answer: di2 = −5.357 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 − 1/25 → di1 = 16.67 cm

Object for lens 2

do2 = 25 − 16.67 = 8.333 cm

Final image

1/di2 = 1/(−15) − 1/8.333 → di2 = −5.357 cm

Answer

di2 = −5.357 cm

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