Physics for Engineers: cram pack

Formula sheets, the key method steps for every topic and 20 practice problems, with full solutions at the back.

New problemsBack to the course

In the print window, choose “Save as PDF” to keep a copy on your device.

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)4.63 s27.78

A car driving at 100 km/h brakes with a constant deceleration of 6 m/s² until it stops. Find the braking distance s.

v₀ = 100 km/ha = −6 m/s²v = 0
s = m
2.KinematicsHard
t (s)v (m/s)6 s

A tram starts from rest and accelerates at 1 m/s² for 6 s, then runs at constant speed for 5 s, and finally brakes at 4.5 m/s² until it stops. Find the total travel time t.

a1 = 1 m/s²t1 = 6 st2 = 5 sa3 = −4.5 m/s²
t = s
3.Newton’s lawsMedium
boxv₀ = 5 m/sμ = ?

A box slides across a level floor with an initial speed of 5 m/s and comes to rest after 3.2 m. Use g = 9.81 m/s². Find the coefficient of kinetic friction μ.

v₀ = 5 m/sd = 3.2 mg = 9.81 m/s²
μ =
4.Newton’s lawsHard
m1​ = 6 kg3 kgμ = 0.3

A 6 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 3 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 = 6 kgm2 = 3 kgμ = 0.3g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 38 m/s50°rangeH = ?

A ball is launched at 50° above horizontal from level ground. Ignore air resistance. Find the maximum height H the ball reaches.

v0 = 38 m/sθ = 50°g = 9.81 m/s²
H = m
6.Projectile motionHard
h = 35 mv0​ = 24 m/s55°range

A ball is launched at 55° above horizontal from the top of a 35 m cliff. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 24 m/sθ = 55°h = 35 mg = 9.81 m/s²
t = s
7.Work & energyMedium
45°L = 2 m0.2 kg

A 0.2 kg ball hangs on a light string of length 2 m. It is pulled aside until the string makes 45° with the vertical and released from rest. Find the tension T in the string when the ball passes the lowest point.

m = 0.2 kgL = 2 mθ = 45°g = 9.81 m/s²
T = N
8.Work & energyHard
h = 2 mL = 3 mμ = 0.3k = 500 N/m

A 0.5 kg block is released from rest at height 2 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 3 m long (μ = 0.3) and then runs onto a spring (k = 500 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 0.5 kgh = 2 mL = 3 mμ = 0.3k = 500 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
5 kg4 m/s4.5 kg

A 5 kg glider moving at 4 m/s makes a perfectly elastic head-on collision with a 4.5 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 = 5 kgm2 = 4.5 kgv1 = 4 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
3 kgv = ?20 g10°L = 1.4 m

A 20 g bullet is fired horizontally into a 3 kg block hanging from light strings 1.4 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 = 20 gM = 3 kgL = 1.4 mθ = 10°g = 9.81 m/s²
v = m/s
11.Hydrostatic forceMedium
gated = 4 mH = 2 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of water, with its top edge 4 m below the surface. Find the resultant hydrostatic force F on the gate.

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

A vertical rectangular gate 3 m wide sits in the wall of a tank of seawater, with its top edge 2 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 2 mH = 2 mb = 3 mρ = 1025 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
d1​ = 200 mmd2​ = 100 mm12p1​ − p2​ = 44 kPaQ = ?

Water flows through a horizontal venturi meter with an inlet diameter of 200 mm and a throat diameter of 100 mm. The pressure at the inlet is 44 kPa higher than at the throat. Ignoring losses, find the flow rate Q.

d1 = 200 mmd2 = 100 mmp1 − p2 = 44 kPaρ = 1000 kg/m³
Q = L/s
14.Continuity & BernoulliHard
C210.5 m1 md = 20 mmpC​ = ?

A hose with an inner diameter of 20 mm siphons water from an open tank. The highest point C of the hose is 0.5 m above the water surface, and the outlet (open to the air) is 1 m below the water surface. Ignore losses and take g = 9.81 m/s². Find the absolute pressure pC at point C. The atmospheric pressure is 101.3 kPa.

d = 20 mmzC = +0.5 mz2 = −1 mg = 9.81 m/s²patm = 101.3 kPa
pC = kPa
15.Ideal gas lawMedium
460 g of ArV = 10 LT = 20 °CP = ?

A tank of 10 L contains 460 g of Ar at 20 °C. Treat it as an ideal gas and find the pressure P.

m = 460 gM = 39.95 g/molV = 10 LT = 20 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
CO₂, M = 44.01 g/molP = 550 kPaT = 40 °Cρ = ?

Find the density ρ of CO₂ at 550 kPa and 40 °C, treating it as an ideal gas.

M = 44.01 g/molP = 550 kPaT = 40 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 28 °CTL​ = -25 °CRQ̇H​ = ?Q̇L​ = 10 kWẆ

A reversible refrigerator keeps a cold room at -25 °C by removing 10 kW of heat, and rejects heat to the surroundings at 28 °C. Find the rate Q̇H at which it rejects heat.

TL = -25 °CTH = 28 °CQ̇L = 10 kW
Q̇H = kW
18.Heat engines & refrigeratorsHard
TH​ = 45 °CTL​ = 2 °CHPQ̇H​ = 7 kWQ̇L​Ẇ = ?

A heat pump delivers 7 kW of heat to a heating system at 45 °C, taking heat from a source at 2 °C. Its actual COP is 30% of the Carnot COP between these temperatures. Find the electrical power Ẇ it uses.

TH = 45 °CTL = 2 °CηII = 30%Q̇H = 7 kW
Ẇ = kW
19.Waves, sound & opticsMedium
θc = ?90°glycerol, n1​ = 1.47air, n2​ = 1.00

Light travels in glycerol (n = 1.47) towards a flat boundary with air (n = 1.00). Find the critical angle θc beyond which it is totally reflected.

n1 = 1.47n2 = 1.00
θc = °
20.Waves, sound & opticsHard
Fdo​ = 4 cmR = 20 cm

An object is 4 cm in front of a convex mirror with a radius of curvature of 20 cm. Find the image distance di, positive for an image in front of the mirror (real) and negative for one behind it (virtual).

do = 4 cmR = 20 cm
di = cm

3Solutions

1.Kinematics

Answer: s = 64.3 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 = 100/3.6 = 27.78 m/s

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 27.78²/(2·6) = 64.3 m

Answer

s = 64.3 m
2.Kinematics

Answer: t = 12.33 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.

Top speed

v = a1·t1 = 1·6 = 6 m/s

Braking time

t3 = v/a3 = 6/4.5 = 1.333 s

Total time

t = 6 + 5 + 1.333 = 12.33 s

Answer

t = 12.33 s
3.Newton’s laws

Answer: μ = 0.3982

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

a = v₀²/(2d) = 5²/(2·3.2) = 3.906 m/s²

Friction coefficient

μ·m·g = m·a → μ = a/g = 3.906/9.81 = 0.3982

Answer

μ = 0.3982
4.Newton’s laws

Answer: T = 25.51 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) = (29.43 − 17.66)/9 = 1.308 m/s²

Tension from the block on the table

T − μ·m1·g = m1·a
T = 6·1.308 + 17.66 = 25.51 N

Answer

T = 25.51 N
5.Projectile motion

Answer: H = 43.19 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 = 38·cos 50° = 24.43 m/s
vy = v0·sin θ = 38·sin 50° = 29.11 m/s

Highest point

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

H = vy²/(2g) = 29.11²/(2·9.81) = 43.19 m

Answer

H = 43.19 m
6.Projectile motion

Answer: t = 5.343 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 = 24·cos 55° = 13.77 m/s
vy = v0·sin θ = 24·sin 55° = 19.66 m/s

Time in the air

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

0 = 35 + 19.66·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (19.66 + √(386.5 + 686.7))/9.81 = 5.343 s

Answer

t = 5.343 s
7.Work & energy

Answer: T = 3.111 N

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). On a circular path the net force towards the centre must equal mv²/r.

Speed at the bottom

v² = 2gL(1 − cos θ) = 2·9.81·2·(1 − cos 45°) = 11.49 m²/s²

Forces at the bottom

m·g = 0.2·9.81 = 1.962 N
T = mg + mv²/L = 1.962 + 0.2·11.49/2 = 3.111 N

Answer

T = 3.111 N

Check: T = mg(3 − 2cos θ) = 3.111 N.

8.Work & energy

Answer: x = 14.69 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 = 4.905·(2 − 0.3·3) = 5.396 J

Maximum compression

½kx² = 5.396 → x = √(2·5.396/500) = 0.1469 m = 14.69 cm

Answer

x = 14.69 cm
9.Momentum & collisions

Answer: v′1 = 0.2105 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 = (5 − 4.5)/(5 + 4.5)·4 = 0.2105 m/s
v′2 = 2·5/(5 + 4.5)·4 = 4.211 m/s

Answer

v′1 = 0.2105 m/s
10.Momentum & collisions

Answer: v = 97.54 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) = 1.4·(1 − cos 10°) = 0.02127 m

Speed after impact

V = √(2·9.81·0.02127) = 0.646 m/s

Collision

v = (m + M)·V/m = 3.02·0.646/0.02 = 97.54 m/s

Answer

v = 97.54 m/s
11.Hydrostatic force

Answer: F = 98.1 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 = 4 + 2/2 = 5 m
A = H·b = 2·1 = 2 m²
gated = 4 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·5·2 = 98.1 kN

Answer

F = 98.1 kN
12.Hydrostatic force

Answer: F = 181 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 + 2/2 = 3 m
A = H·b = 2·3 = 6 m²
gated = 2 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1025·9.81·3·6 = 181 kN

Answer

F = 181 kN
13.Continuity & Bernoulli

Answer: Q = 76.09 L/s

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

v1 = v2·(100/200)² = 0.25·v2

Bernoulli between inlet and throat

The pipe is horizontal, so only pressure and velocity change.

p1 − p2 = ½ρv2²(1 − β⁴)
v2 = √(2·44000/(1000·(1 − 0.0625))) = 9.688 m/s
v1 = 2.422 m/s

Flow rate

Q = A2·v2 = 0.007854·9.688 = 0.07609 m³/s = 76.09 L/s

Answer

Q = 76.09 L/s
14.Continuity & Bernoulli

Answer: pC = 86.58 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.

Velocity in the hose

Surface and outlet are both open to the air, so the pressure terms cancel.

v = √(2g·1) = √(2·9.81·1) = 4.429 m/s

Bernoulli from the surface to C

patm = pC + ½ρv² + ρgzC
pC = 101.3 − 1000·(4.429²/2 + 9.81·0.5)/1000 = 101.3 − 14.71 = 86.58 kPa

Answer

pC = 86.58 kPa

If this pressure falls to the vapour pressure of the water, the siphon stops working.

15.Ideal gas law

Answer: P = 2806 kPa

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

Moles

n = m/M = 460/39.95 = 11.51 mol
T = 20 + 273.15 = 293.1 K

Pressure

P = nRT/V = 11.51·8.314·293.1/0.01 = 2806 kPa

Answer

P = 2806 kPa
16.Ideal gas law

Answer: ρ = 9.297 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 40 + 273.15 = 313.1 K

Density

ρ = 550·44.01/(8.314·313.1) = 9.297 kg/m³

Answer

ρ = 9.297 kg/m³
17.Heat engines & refrigerators

Answer: Q̇H = 12.14 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 = -25 + 273.15 = 248.1 K

Reversible heat ratio

Q̇H = Q̇L·TH/TL = 10·301.1/248.1 = 12.14 kW

Answer

Q̇H = 12.14 kW

Power input: Ẇ = 2.136 kW.

18.Heat engines & refrigerators

Answer: Ẇ = 3.154 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 = 45 + 273.15 = 318.1 K
TL = 2 + 273.15 = 275.1 K

Carnot and actual COP

COPmax = 318.1/(318.1 − 275.1) = 7.399
COP = 0.3·7.399 = 2.22

Power input

Ẇ = Q̇H/COP = 7/2.22 = 3.154 kW

Answer

Ẇ = 3.154 kW
19.Waves, sound & optics

Answer: θc = 42.86 °

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 = 1.00/1.47 = 0.6803

Critical angle

θc = arcsin(0.6803) = 42.86°

Answer

θc = 42.86°
20.Waves, sound & optics

Answer: di = −2.857 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.

Focal length

f = −R/2 = −10 cm

Mirror equation

1/di = 1/f − 1/do = 1/(−10) − 1/4
di = −2.857 cm
F4 cmf = −10 cm

Ray diagram

virtual image behind the mirror

Answer

di = −2.857 cm

ExamProblems · examproblems.com/courses/physics-for-engineers