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)1.4 s12.5

A driver moving at 45 km/h sees an obstacle. Her reaction time is 1.4 s, after which the car brakes with a constant deceleration of 5 m/s². Find the total stopping distance d from the moment she sees the obstacle.

v₀ = 45 km/htr = 1.4 sa = −5 m/s²
d = m
2.KinematicsHard
v₀ = 7 m/s40 m

A ball is thrown straight up at 7 m/s from the edge of a roof 40 m above the ground. Ignore air resistance and use g = 9.81 m/s². Find the greatest height hmax above the ground.

v₀ = 7 m/sh₀ = 40 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
8.5 kg1 kg

Masses of 8.5 kg and 1 kg hang on either side of a light, frictionless pulley, connected by a light string. The system is released from rest. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 8.5 kgm2 = 1 kgg = 9.81 m/s²
T = N
4.Newton’s lawsHard
m1​ = 4.5 kg4.5 kgno friction

A 4.5 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 4.5 kg mass. The table is frictionless. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 4.5 kgm2 = 4.5 kgμ = 0g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = ?55°R = 20 m

A ball is launched from level ground at 55° above the horizontal and lands 20 m away. Ignore air resistance and use g = 9.81 m/s². Find the launch speed v0.

θ = 55°R = 20 mg = 9.81 m/s²
v0 = m/s
6.Projectile motionHard
h = 50 mv0​ = 12 m/s45°x = ?

A ball is launched at 45° above horizontal from the top of a 50 m cliff. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 12 m/sθ = 45°h = 50 mg = 9.81 m/s²
x = m
7.Work & energyMedium
30 km/h

A car travelling at 30 km/h on a level road brakes hard and skids to a stop with its wheels locked. The coefficient of kinetic friction between the tyres and the road is 0.4. Find the stopping distance d.

v = 30 km/hμ = 0.4g = 9.81 m/s²
d = m
8.Work & energyHard
k = 3000 N/m30°μ = 0.15 kg

A spring of stiffness 3000 N/m at the bottom of a 30° slope is compressed by 20 cm against a 5 kg block and released. The coefficient of kinetic friction between block and slope is 0.1. 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 = 5 kgk = 3000 N/mx = 20 cmθ = 30°μ = 0.1g = 9.81 m/s²
d = m
9.Momentum & collisionsMedium
1.5 kg6 m/s2 kg

A 1.5 kg glider moving at 6 m/s makes a perfectly elastic head-on collision with a 2 kg glider at rest on a frictionless track. Find the velocity v′2 of the second glider after the collision.

m1 = 1.5 kgm2 = 2 kgv1 = 6 m/sv2 = 0
v′2 = m/s
10.Momentum & collisionsHard
2000 kgv1​ = ?800 kg

A 2000 kg car runs into a parked 800 kg car. The wrecks lock together and skid 14.5 m before stopping. The coefficient of kinetic friction between tyres and road is 0.7. Use g = 9.81 m/s². Find the speed v1 of the first car just before the collision.

m1 = 2000 kgm2 = 800 kgd = 14.5 mμ = 0.7g = 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 = 1.5 mH = 3 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of glycerin, 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 = 3 mb = 1 mρ = 1260 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 100 mm, p1​ = 210 kPad2​ = 75 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 100 mm to 75 mm. In the wide section the pressure is 210 kPa and the velocity is 1.5 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 100 mmd2 = 75 mmp1 = 210 kPav1 = 1.5 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
pair​ = 70 kPaQ = ?d = 30 mmh = 3.5 m

A closed water tank has compressed air above the water at a gauge pressure of 70 kPa. Water leaves through an opening with a diameter of 30 mm, 3.5 m below the water surface, into the open air. Ignoring losses, find the flow rate Q. Use g = 9.81 m/s².

pair = 70 kPa (gauge)h = 3.5 md = 30 mmρ = 1000 kg/m³g = 9.81 m/s²
Q = L/s
15.Ideal gas lawMedium
70 g of CH₄P = 100 kPaT = 0 °CV = ?

What volume V does 70 g of CH₄ occupy at 100 kPa and 0 °C? Treat it as an ideal gas.

m = 70 gM = 16.04 g/molP = 100 kPaT = 0 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
O₂, M = 32 g/molP = 150 kPaT = 140 °Cρ = ?

Find the density ρ of O₂ at 150 kPa and 140 °C, treating it as an ideal gas.

M = 32 g/molP = 150 kPaT = 140 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 600 °CTL​ = 15 °CEQH​QL​η = 37%

A heat engine receives heat from a source at 600 °C and rejects heat to the surroundings at 15 °C. Its actual thermal efficiency is 37%. Find its second-law efficiency ηII, the ratio of the actual efficiency to the Carnot efficiency.

TH = 600 °CTL = 15 °Cη = 37%
ηII = %
18.Heat engines & refrigeratorsHard
TH​ = 500 °CTL​ = 25 °CEQH​ = 600 kJQL​ = 378 kJW = 222 kJ

A heat engine takes in 600 kJ of heat from a reservoir at 500 °C, produces 222 kJ of work and rejects the rest to a reservoir at 25 °C, per cycle. Find the total entropy generated Sgen per cycle.

TH = 500 °CTL = 25 °CQH = 600 kJW = 222 kJ
Sgen = kJ/K
19.Waves, sound & opticsMedium
L = 1 mn = 3

A pipe closed at one end is 1 m long. The speed of sound is 343 m/s. Find the frequency f3 of its harmonic number 3.

v = 343 m/sn = 3L = 1 m
f3 = Hz
20.Waves, sound & opticsHard
λ = 656 nmθ1​ = ?

Light of wavelength 656 nm falls at right angles on a grating with 500 lines per millimetre. Find the angle θ1 of the order-1 maximum.

N = 500 mm⁻¹λ = 656 nmm = 1
θ1 = °

3Solutions

1.Kinematics

Answer: d = 33.13 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.

Units

v₀ = 45/3.6 = 12.5 m/s

Reaction distance

d1 = v₀·tr = 12.5·1.4 = 17.5 m

Braking distance

d2 = v₀²/(2a) = 12.5²/(2·5) = 15.63 m

Total

d = 17.5 + 15.63 = 33.13 m

Answer

d = 33.13 m
2.Kinematics

Answer: hmax = 42.5 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 = 7²/(2·9.81) = 2.497 m

Height above the ground

hmax = 40 + 2.497 = 42.5 m

Answer

hmax = 42.5 m
3.Newton’s laws

Answer: T = 17.55 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

The net driving force is the difference of the weights; it moves the total mass.

a = (8.5 − 1)·9.81/(8.5 + 1) = 7.745 m/s²

Tension from the lighter mass

T − m2·g = m2·a → T = 1·(9.81 + 7.745) = 17.55 N

Answer

T = 17.55 N
4.Newton’s laws

Answer: T = 22.07 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) = (44.15 − 0)/9 = 4.905 m/s²

Tension from the block on the table

T − μ·m1·g = m1·a
T = 4.5·4.905 + 0 = 22.07 N

Answer

T = 22.07 N
5.Projectile motion

Answer: v0 = 14.45 m/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.

Solve the range formula for v₀

v₀ = √(g·R/sin 2θ) = √(9.81·20/sin 110°) = 14.45 m/s

Answer

v0 = 14.45 m/s
6.Projectile motion

Answer: x = 35.41 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 = 12·cos 45° = 8.485 m/s
vy = v0·sin θ = 12·sin 45° = 8.485 m/s

Time in the air

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

0 = 50 + 8.485·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (8.485 + √(72 + 981))/9.81 = 4.173 s

Horizontal distance

x = vx·t = 8.485·4.173 = 35.41 m

Answer

x = 35.41 m
7.Work & energy

Answer: d = 8.849 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).

Speed in base units

v = 30/3.6 = 8.333 m/s

Energy balance

½mv² = μmg·d → d = v²/(2μg) = 8.333²/(2·0.4·9.81) = 8.849 m

Answer

d = 8.849 m

Doubling the speed makes the stopping distance four times longer.

8.Work & energy

Answer: d = 2.085 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 = 20 cm = 0.2 m
½kx² = ½·3000·0.2² = 60 J

Energy balance along the slope

m·g = 5·9.81 = 49.05 N
½kx² = mg·d·(sin θ + μ·cos θ)
d = 60/(49.05·(0.5 + 0.1·0.866)) = 2.085 m

Answer

d = 2.085 m
9.Momentum & collisions

Answer: v′2 = 5.143 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 = (1.5 − 2)/(1.5 + 2)·6 = −0.8571 m/s
v′2 = 2·1.5/(1.5 + 2)·6 = 5.143 m/s

Answer

v′2 = 5.143 m/s
10.Momentum & collisions

Answer: v1 = 19.76 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) = √(2·0.7·9.81·14.5) = 14.11 m/s

Momentum in the collision

m1·v1 = (m1 + m2)·V → v1 = 2800·14.11/2000 = 19.76 m/s

Answer

v1 = 19.76 m/s
(71.12 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 = 3.25 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 + 3/2 = 3 m
A = H·b = 3·1 = 3 m²
gated = 1.5 mH = 3 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 = 1·3³/12 = 2.25 m⁴
ycp = yc + Ic/(yc·A) = 3 + 2.25/(3·3) = 3.25 m

Answer

ycp = 3.25 m
13.Continuity & Bernoulli

Answer: p2 = 207.6 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 = 1.5·(100/75)² = 2.667 m/s
½ρ(v1² − v2²) = ½·1000·(1.5² − 2.667²)/1000 = −2.431 kPa
p2 = p1 + ½ρ(v1² − v2²) = 210 + (−2.431) = 207.6 kPa

Answer

p2 = 207.6 kPa
14.Continuity & Bernoulli

Answer: Q = 10.21 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.

Bernoulli from the surface to the jet

v = √(2·(70000/1000 + 9.81·3.5)) = 14.45 m/s

Flow rate

Q = A·v = 0.0007069·14.45 = 0.01021 m³/s = 10.21 L/s

Answer

Q = 10.21 L/s
15.Ideal gas law

Answer: V = 99.11 L

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

Moles

n = 70/16.04 = 4.364 mol
T = 0 + 273.15 = 273.1 K

Volume

V = nRT/P = 4.364·8.314·273.1/100 = 99.11 L

Answer

V = 99.11 L
16.Ideal gas law

Answer: ρ = 1.397 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 140 + 273.15 = 413.1 K

Density

ρ = 150·32/(8.314·413.1) = 1.397 kg/m³

Answer

ρ = 1.397 kg/m³
17.Heat engines & refrigerators

Answer: ηII = 55.22 %

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
TL = 15 + 273.15 = 288.1 K

Carnot efficiency

ηCarnot = 1 − 288.1/873.1 = 67 %

Second-law efficiency

ηII = η/ηCarnot = 37/67 = 55.22 %

Answer

ηII = 55.22 %
18.Heat engines & refrigerators

Answer: Sgen = 0.4918 kJ/K

Entropy generation: over a full cycle the working fluid has no net entropy change. The hot reservoir loses QH/TH and the cold reservoir gains QL/TL. Their sum is the entropy generated, which is zero for a reversible cycle and positive for every real one.

Heat rejected

QL = QH − W = 600 − 222 = 378 kJ

Absolute temperatures

TH = 500 + 273.15 = 773.1 K
TL = 25 + 273.15 = 298.1 K

Entropy changes of the reservoirs

ΔSH = −600/773.1 = −0.776 kJ/K
ΔSL = 378/298.1 = 1.268 kJ/K
Sgen = 1.268 − 0.776 = 0.4918 kJ/K

Answer

Sgen = 0.4918 kJ/K

Sgen > 0, so the engine is possible but irreversible.

19.Waves, sound & optics

Answer: f3 = 257.3 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 = 4L/n = 4·1/3 = 1.333 m

Frequency

f = v/λ = 343/1.333 = 257.3 Hz

Answer

f3 = 257.3 Hz
20.Waves, sound & optics

Answer: θ1 = 19.15 °

Interference and diffraction: light from two slits a distance d apart reaches a point on the screen with a path difference d·sin θ. Bright fringes appear where d·sin θ = mλ (m = 0, ±1, ±2, …). For a screen at distance L ≫ d, the m-th bright fringe is at y = mλL/d and the fringe spacing is Δy = λL/d. A grating with N lines per millimetre has d = 1/N and sharp maxima at d·sin θ = mλ; since sin θ ≤ 1, the highest order is the largest whole number m ≤ d/λ. A single slit of width a has dark fringes at a·sin θ = mλ, m = ±1, ±2, …

Line spacing

d = 1/500 mm = 2 × 10⁻⁶ m

Grating equation

sin θ = mλ/d = 1·656 × 10⁻⁹/(2 × 10⁻⁶) = 0.328
θ = 19.15°

Answer

θ1 = 19.15°

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