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)0.6 s12.5

A driver moving at 45 km/h sees an obstacle. Her reaction time is 0.6 s, after which the car brakes with a constant deceleration of 4.5 m/s². Find the total stopping distance d from the moment she sees the obstacle.

v₀ = 45 km/htr = 0.6 sa = −4.5 m/s²
d = m
2.KinematicsHard
t (s)v (m/s)11 s

A tram starts from rest and accelerates at 1 m/s² for 11 s, then runs at constant speed for 24 s, and finally brakes at 3 m/s² until it stops. Find the total distance s between the two stops.

a1 = 1 m/s²t1 = 11 st2 = 24 sa3 = −3 m/s²
s = m
3.Newton’s lawsMedium
θ = 20°25 kgF = ?

A 25 kg box is pushed up a ramp at 20° to the horizontal at constant speed, by a force parallel to the ramp. The coefficient of kinetic friction is 0.4. Use g = 9.81 m/s². Find the pushing force F.

m = 25 kgθ = 20°μ = 0.4g = 9.81 m/s²
F = N
4.Newton’s lawsHard
m1​ = 4 kg1.5 kgμ = 0.2

A 4 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 1.5 kg mass. The coefficient of kinetic friction between block and table is 0.2. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 4 kgm2 = 1.5 kgμ = 0.2g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 26 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 = 26 m/sθ = 50°g = 9.81 m/s²
H = m
6.Projectile motionHard
h = 35 mv0​ = 13 m/s20°range

A ball is launched at 20° 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 = 13 m/sθ = 20°h = 35 mg = 9.81 m/s²
t = s
7.Work & energyMedium
90°L = 2 m2 kg

A 2 kg ball hangs on a light string of length 2 m. It is pulled aside until the string makes 90° with the vertical and released from rest. Find the tension T in the string when the ball passes the lowest point.

m = 2 kgL = 2 mθ = 90°g = 9.81 m/s²
T = N
8.Work & energyHard
h = 4.5 mL = 4 mμ = 0.15k = 800 N/m

A 0.5 kg block is released from rest at height 4.5 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 4 m long (μ = 0.15) and then runs onto a spring (k = 800 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 0.5 kgh = 4.5 mL = 4 mμ = 0.15k = 800 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
4 kg55 m/s1 kgv′2​ = ?

A 5 kg projectile moving horizontally at 8 m/s explodes into two fragments that move along the same line. The 4 kg fragment continues forwards at 55 m/s. Find the velocity v′2 of the 1 kg fragment (positive in the original direction).

M = 5 kgu = 8 m/sm1 = 4 kgv′1 = 55 m/sm2 = 1 kg
v′2 = m/s
10.Momentum & collisionsHard
1700 kgv1​ = ?1800 kg

A 1700 kg car runs into a parked 1800 kg car. The wrecks lock together and skid 8.5 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 = 1700 kgm2 = 1800 kgd = 8.5 mμ = 0.6g = 9.81 m/s²
v1 = m/s
11.Hydrostatic forceMedium
gated = 1 mH = 1 m

A vertical rectangular gate 2 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 = 1 mb = 2 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 4 mH = 3 m

A vertical rectangular gate 3 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 = 3 mb = 3 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
d1​ = 250 mmd2​ = 125 mm12p1​ − p2​ = 35 kPaQ = ?

Water flows through a horizontal venturi meter with an inlet diameter of 250 mm and a throat diameter of 125 mm. The pressure at the inlet is 35 kPa higher than at the throat. Ignoring losses, find the flow rate Q.

d1 = 250 mmd2 = 125 mmp1 − p2 = 35 kPaρ = 1000 kg/m³
Q = L/s
14.Continuity & BernoulliHard
C210.5 m3 md = 20 mmQ = ?

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 3 m below the water surface. Ignore losses and take g = 9.81 m/s². Find the flow rate Q.

d = 20 mmzC = +0.5 mz2 = −3 mg = 9.81 m/s²
Q = L/s
15.Ideal gas lawMedium
100 g of CO₂V = 5 LT = 15 °CP = ?

A tank of 5 L contains 100 g of CO₂ at 15 °C. Treat it as an ideal gas and find the pressure P.

m = 100 gM = 44.01 g/molV = 5 LT = 15 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
CH₄, M = 16.04 g/molP = 850 kPaT = 20 °Cρ = ?

Find the density ρ of CH₄ at 850 kPa and 20 °C, treating it as an ideal gas.

M = 16.04 g/molP = 850 kPaT = 20 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 325 °CTL​ = ?EQH​ = 1500 kJQL​ = 748 kJW

A reversible (Carnot) heat engine takes in 1500 kJ of heat from a reservoir at 325 °C and rejects 748 kJ per cycle. Find the temperature TL of the cold reservoir in °C.

TH = 325 °CQH = 1500 kJQL = 748 kJ
TL = °C
18.Heat engines & refrigeratorsHard
TH​ = 550 °CT0​ = 30 °CTL​ = -5 °CERWQ̇H​ = 110 kWQ̇L​ = ?

A Carnot heat engine receives 110 kW of heat from a source at 550 °C and rejects heat to the surroundings at 30 °C. All of its work drives a Carnot refrigerator that removes heat from a freezer at -5 °C and also rejects heat to the surroundings at 30 °C. Find the rate Q̇L at which heat is removed from the freezer.

TH = 550 °CT0 = 30 °CTL = -5 °CQ̇H = 110 kW
Q̇L = kW
19.Waves, sound & opticsMedium
P4 × 60 dB

One machine gives a sound level of 60 dB at a certain point. Find the level β at that point when 4 identical machines run at the same time (incoherent sources).

β1 = 60 dBn = 4
β = dB
20.Waves, sound & opticsHard
θn1​ = 1.46n2​ = 1.36n0​ = 1.00

An optical fibre has a core with n₁ = 1.46 and a cladding with n₂ = 1.36. Find its numerical aperture NA.

n1 = 1.46n2 = 1.36
NA =

3Solutions

1.Kinematics

Answer: d = 24.86 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 = 45/3.6 = 12.5 m/s

Reaction distance

d1 = v₀·tr = 12.5·0.6 = 7.5 m

Braking distance

d2 = v₀²/(2a) = 12.5²/(2·4.5) = 17.36 m

Total

d = 7.5 + 17.36 = 24.86 m

Answer

d = 24.86 m
2.Kinematics

Answer: s = 344.7 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.

Top speed

v = a1·t1 = 1·11 = 11 m/s

Distance of each phase

s1 = ½·1·11² = 60.5 m
s2 = 11·24 = 264 m
s3 = 11²/(2·3) = 20.17 m

Total distance

s = 60.5 + 264 + 20.17 = 344.7 m

Answer

s = 344.7 m
3.Newton’s laws

Answer: F = 176.1 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.

Forces along the slope

Constant speed: the forces balance.

F = m·g·sin θ + μ·m·g·cos θ

Pushing force

F = 83.88 + 92.18 = 176.1 N

Answer

F = 176.1 N
4.Newton’s laws

Answer: a = 1.249 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) = (14.71 − 7.848)/5.5 = 1.249 m/s²

Answer

a = 1.249 m/s²
5.Projectile motion

Answer: H = 20.22 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 = 26·cos 50° = 16.71 m/s
vy = v0·sin θ = 26·sin 50° = 19.92 m/s

Highest point

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

H = vy²/(2g) = 19.92²/(2·9.81) = 20.22 m

Answer

H = 20.22 m
6.Projectile motion

Answer: t = 3.163 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 = 13·cos 20° = 12.22 m/s
vy = v0·sin θ = 13·sin 20° = 4.446 m/s

Time in the air

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

0 = 35 + 4.446·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (4.446 + √(19.77 + 686.7))/9.81 = 3.163 s

Answer

t = 3.163 s
7.Work & energy

Answer: T = 58.86 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 90°) = 39.24 m²/s²

Forces at the bottom

m·g = 2·9.81 = 19.62 N
T = mg + mv²/L = 19.62 + 2·39.24/2 = 58.86 N

Answer

T = 58.86 N

Check: T = mg(3 − 2cos θ) = 58.86 N.

8.Work & energy

Answer: x = 21.87 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·(4.5 − 0.15·4) = 19.13 J

Maximum compression

½kx² = 19.13 → x = √(2·19.13/800) = 0.2187 m = 21.87 cm

Answer

x = 21.87 cm
9.Momentum & collisions

Answer: v′2 = −180 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.

Momentum before

p = M·u = 5·8 = 40 kg·m/s

Momentum after

40 = 4·55 + 1·v′2
v′2 = (40 − 220)/1 = −180 m/s

Answer

v′2 = −180 m/s

The minus sign means the second fragment flies backwards.

10.Momentum & collisions

Answer: v1 = 20.59 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) = √(2·0.6·9.81·8.5) = 10 m/s

Momentum in the collision

m1·v1 = (m1 + m2)·V → v1 = 3500·10/1700 = 20.59 m/s

Answer

v1 = 20.59 m/s
(74.14 km/h)
11.Hydrostatic force

Answer: F = 29.43 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 + 1/2 = 1.5 m
A = H·b = 1·2 = 2 m²
gated = 1 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·1.5·2 = 29.43 kN

Answer

F = 29.43 kN
12.Hydrostatic force

Answer: F = 485.6 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 + 3/2 = 5.5 m
A = H·b = 3·3 = 9 m²
gated = 4 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·5.5·9 = 485.6 kN

Answer

F = 485.6 kN
13.Continuity & Bernoulli

Answer: Q = 106 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·(125/250)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 = √(2·35000/(1000·(1 − 0.0625))) = 8.641 m/s
v1 = 2.16 m/s

Flow rate

Q = A2·v2 = 0.01227·8.641 = 0.106 m³/s = 106 L/s

Answer

Q = 106 L/s
14.Continuity & Bernoulli

Answer: Q = 2.41 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.

Velocity in the hose

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

v = √(2g·3) = √(2·9.81·3) = 7.672 m/s

Flow rate

Q = A·v = 0.0003142·7.672 = 0.00241 m³/s = 2.41 L/s

Answer

Q = 2.41 L/s
15.Ideal gas law

Answer: P = 1089 kPa

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

Moles

n = m/M = 100/44.01 = 2.272 mol
T = 15 + 273.15 = 288.1 K

Pressure

P = nRT/V = 2.272·8.314·288.1/0.005 = 1089 kPa

Answer

P = 1089 kPa
16.Ideal gas law

Answer: ρ = 5.594 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 20 + 273.15 = 293.1 K

Density

ρ = 850·16.04/(8.314·293.1) = 5.594 kg/m³

Answer

ρ = 5.594 kg/m³
17.Heat engines & refrigerators

Answer: TL = 25.13 °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 temperature of the source

TH = 325 + 273.15 = 598.1 K

Reversible heat ratio

TL = TH·QL/QH = 598.1·748/1500 = 298.3 K = 25.13 °C

Answer

TL = 25.13 °C
18.Heat engines & refrigerators

Answer: Q̇L = 532.4 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 = 550 + 273.15 = 823.1 K
T0 = 30 + 273.15 = 303.1 K
TL = -5 + 273.15 = 268.1 K

Engine work

η = 1 − 303.1/823.1 = 0.6317
Ẇ = 0.6317·110 = 69.49 kW

Heat removed by the refrigerator

COPR = 268.1/(303.1 − 268.1) = 7.661
Q̇L = 7.661·69.49 = 532.4 kW

Answer

Q̇L = 532.4 kW
19.Waves, sound & optics

Answer: β = 66.02 dB

Waves: a periodic wave moves one wavelength in one period, so v = fλ with T = 1/f. On a stretched string v = √(T/μ), with T the tension and μ = m/L the mass per metre. Sound in air travels at about 343 m/s at 20 °C, light in vacuum at c = 3.00 × 10⁸ m/s. Loudness is measured on a logarithmic scale: β = 10·log₁₀(I/I₀) dB with I₀ = 10⁻¹² W/m², so 10 times the intensity adds 10 dB. A point source spreads its power P over a sphere: I = P/(4πr²).

Total intensity

I = 4·I₁

Level

β = 60 + 10·log₁₀(4) = 66.02 dB

Answer

β = 66.02 dB
20.Waves, sound & optics

Answer: NA = 0.531

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.

Critical angle at the cladding

sin θc = 1.36/1.46 = 0.9315 → θc = 68.67°

Numerical aperture

NA = √(1.46² − 1.36²) = 0.531

Answer

NA = 0.531

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