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)1.818 s10

A car driving at 36 km/h brakes with a constant deceleration of 5.5 m/s² until it stops. Find the braking distance s.

v₀ = 36 km/ha = −5.5 m/s²v = 0
s = m
2.KinematicsHard
v₀ = 5 m/s5 m

A ball is thrown straight up at 5 m/s from the edge of a roof 5 m above the ground. Ignore air resistance and use g = 9.81 m/s². How long after the throw does it hit the ground? Find t.

v₀ = 5 m/sh₀ = 5 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
θ = 30°a = ?m = 13 kg

A 13 kg block slides down a slope at 30° to the horizontal. The coefficient of kinetic friction is 0.2. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 13 kgθ = 30°μ = 0.2g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 9.5 kg6 kgμ = 0.25

A 9.5 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 6 kg mass. The coefficient of kinetic friction between block and table is 0.25. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 9.5 kgm2 = 6 kgμ = 0.25g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 24 m/s25°x = ?

A ball is launched at 25° above horizontal from level ground. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 24 m/sθ = 25°g = 9.81 m/s²
x = m
6.Projectile motionHard
h = 15 mv0​ = 33 m/s60°range

A ball is launched at 60° above horizontal from the top of a 15 m cliff. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 33 m/sθ = 60°h = 15 mg = 9.81 m/s²
t = s
7.Work & energyMedium
45°d = 16 mμ = 0.25

A block slides from rest down a slope at 45° to the horizontal. The coefficient of kinetic friction is 0.25. Find its speed v after it has slid 16 m along the slope.

θ = 45°μ = 0.25d = 16 mg = 9.81 m/s²
v = m/s
8.Work & energyHard
k = 2000 N/m40°μ = 0.33 kg

A spring of stiffness 2000 N/m at the bottom of a 40° slope is compressed by 15 cm against a 3 kg block and released. The coefficient of kinetic friction between block and slope is 0.3. 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 = 3 kgk = 2000 N/mx = 15 cmθ = 40°μ = 0.3g = 9.81 m/s²
d = m
9.Momentum & collisionsMedium
4.5 kg5 m/s3.5 kg

A 4.5 kg glider moving at 5 m/s makes a perfectly elastic head-on collision with a 3.5 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 = 4.5 kgm2 = 3.5 kgv1 = 5 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
17 m/s4 m/s

A 0.6 kg ball hits a wall at 17 m/s and bounces straight back at 4 m/s. The contact lasts 40 ms. Find the average force Favg of the wall on the ball.

m = 0.6 kgvin = 17 m/svout = 4 m/sΔt = 40 ms
Favg = N
11.Hydrostatic forceMedium
gated = 4 mH = 3 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 = 3 mb = 1 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 4 mH = 1.5 m

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of glycerin, with its top edge 4 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 4 mH = 1.5 mb = 1.5 mρ = 1260 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
12d1​ = 150 mm, p1​ = 320 kPad2​ = 50 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 150 mm to 50 mm. In the wide section the pressure is 320 kPa and the velocity is 1.5 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 150 mmd2 = 50 mmp1 = 320 kPav1 = 1.5 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
pair​ = 200 kPaQ = ?d = 50 mmh = 1.5 m

A closed water tank has compressed air above the water at a gauge pressure of 200 kPa. Water leaves through an opening with a diameter of 50 mm, 1.5 m below the water surface, into the open air. Ignoring losses, find the flow rate Q. Use g = 9.81 m/s².

pair = 200 kPa (gauge)h = 1.5 md = 50 mmρ = 1000 kg/m³g = 9.81 m/s²
Q = L/s
15.Ideal gas lawMedium
220 g of HeP = 350 kPaT = 25 °CV = ?

What volume V does 220 g of He occupy at 350 kPa and 25 °C? Treat it as an ideal gas.

m = 220 gM = 4.003 g/molP = 350 kPaT = 25 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
State 1State 2

A fixed amount of N₂ goes from 250 kPa, 10 L, 35 °C to 200 kPa and 100 °C. Find the new volume V2.

P1 = 250 kPaV1 = 10 LT1 = 35 °CP2 = 200 kPaT2 = 100 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 550 °CTL​ = 40 °CEQH​QL​η = 25%

A heat engine receives heat from a source at 550 °C and rejects heat to the surroundings at 40 °C. Its actual thermal efficiency is 25%. Find its second-law efficiency ηII, the ratio of the actual efficiency to the Carnot efficiency.

TH = 550 °CTL = 40 °Cη = 25%
ηII = %
18.Heat engines & refrigeratorsHard
1150 °CTm​ = ?35 °CABWA​WB​

Two Carnot engines work in series. Engine A receives heat from a reservoir at 1150 °C and rejects heat to an intermediate reservoir at temperature Tm. Engine B takes all that heat and rejects heat to a reservoir at 35 °C. Both engines produce the same work. Find Tm in °C.

TH = 1150 °CTL = 35 °C
Tm = °C
19.Waves, sound & opticsMedium
L = 0.6 mn = 1

A pipe open at both ends is 0.6 m long. The speed of sound is 343 m/s. Find the frequency f1 of its fundamental (first harmonic).

v = 343 m/sn = 1L = 0.6 m
f1 = Hz
20.Waves, sound & opticsHard
SO20 m/sf = 25 kHz

A parking sensor at rest sends ultrasound of 25 kHz towards a car that moves away at 20 m/s. Find the frequency f″ of the echo received back at the sensor (speed of sound 343 m/s).

f = 25 kHzu = 20 m/sv = 343 m/s
f″ = Hz

3Solutions

1.Kinematics

Answer: s = 9.091 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 = 36/3.6 = 10 m/s

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 10²/(2·5.5) = 9.091 m

Answer

s = 9.091 m
2.Kinematics

Answer: t = 1.641 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.

Equation of motion

Up is positive and the ground is h₀ below the starting point.

−5 = 5·t − ½·9.81·t²
4.905·t² − 5·t − 5 = 0

Solve the quadratic

Only the positive root is physical.

t = (5 + √(5² + 2·9.81·5))/9.81 = 1.641 s

Answer

t = 1.641 s
3.Newton’s laws

Answer: a = 3.206 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° − 0.2·cos 30°) = 9.81·(0.5 − 0.1732) = 3.206 m/s²

Answer

a = 3.206 m/s²
4.Newton’s laws

Answer: a = 2.294 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) = (58.86 − 23.3)/15.5 = 2.294 m/s²

Answer

a = 2.294 m/s²
5.Projectile motion

Answer: x = 44.98 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 = 24·cos 25° = 21.75 m/s
vy = v0·sin θ = 24·sin 25° = 10.14 m/s

Time in the air

Starting and landing at the same height: t = 2vy/g.

t = 2·10.14/9.81 = 2.068 s

Horizontal distance

x = vx·t = 21.75·2.068 = 44.98 m

Answer

x = 44.98 m
6.Projectile motion

Answer: t = 6.311 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 = 33·cos 60° = 16.5 m/s
vy = v0·sin θ = 33·sin 60° = 28.58 m/s

Time in the air

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

0 = 15 + 28.58·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (28.58 + √(816.7 + 294.3))/9.81 = 6.311 s

Answer

t = 6.311 s
7.Work & energy

Answer: v = 12.9 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 = √(2·9.81·16·(0.7071 − 0.25·0.7071)) = 12.9 m/s

Answer

v = 12.9 m/s
8.Work & energy

Answer: d = 0.8761 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 = 15 cm = 0.15 m
½kx² = ½·2000·0.15² = 22.5 J

Energy balance along the slope

m·g = 3·9.81 = 29.43 N
½kx² = mg·d·(sin θ + μ·cos θ)
d = 22.5/(29.43·(0.6428 + 0.3·0.766)) = 0.8761 m

Answer

d = 0.8761 m
9.Momentum & collisions

Answer: v′1 = 0.625 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 = (4.5 − 3.5)/(4.5 + 3.5)·5 = 0.625 m/s
v′2 = 2·4.5/(4.5 + 3.5)·5 = 5.625 m/s

Answer

v′1 = 0.625 m/s
10.Momentum & collisions

Answer: Favg = 315 N

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.

Change in momentum

J = m·Δv = 0.6·(4 + 17) = 12.6 N·s

Average force

Favg = J/Δt = 12.6/0.04 = 315 N

Answer

Favg = 315 N
11.Hydrostatic force

Answer: F = 161.9 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 = 3·1 = 3 m²
gated = 4 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·5.5·3 = 161.9 kN

Answer

F = 161.9 kN
12.Hydrostatic force

Answer: F = 132.1 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 + 1.5/2 = 4.75 m
A = H·b = 1.5·1.5 = 2.25 m²
gated = 4 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1260·9.81·4.75·2.25 = 132.1 kN

Answer

F = 132.1 kN
13.Continuity & Bernoulli

Answer: p2 = 230 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·(150/50)² = 13.5 m/s
½ρ(v1² − v2²) = ½·1000·(1.5² − 13.5²)/1000 = −90 kPa
p2 = p1 + ½ρ(v1² − v2²) = 320 + (−90) = 230 kPa

Answer

p2 = 230 kPa
14.Continuity & Bernoulli

Answer: Q = 40.69 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·(200000/1000 + 9.81·1.5)) = 20.72 m/s

Flow rate

Q = A·v = 0.001963·20.72 = 0.04069 m³/s = 40.69 L/s

Answer

Q = 40.69 L/s
15.Ideal gas law

Answer: V = 389.2 L

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

Moles

n = 220/4.003 = 54.96 mol
T = 25 + 273.15 = 298.1 K

Volume

V = nRT/P = 54.96·8.314·298.1/350 = 389.2 L

Answer

V = 389.2 L
16.Ideal gas law

Answer: V2 = 15.14 L

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

Absolute temperatures

T1 = 308.1 K, T2 = 373.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 10·(250/200)·(373.1/308.1) = 15.14 L

Answer

V2 = 15.14 L
17.Heat engines & refrigerators

Answer: ηII = 40.35 %

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
TL = 40 + 273.15 = 313.1 K

Carnot efficiency

ηCarnot = 1 − 313.1/823.1 = 61.96 %

Second-law efficiency

ηII = η/ηCarnot = 25/61.96 = 40.35 %

Answer

ηII = 40.35 %
18.Heat engines & refrigerators

Answer: Tm = 592.5 °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 temperatures

TH = 1150 + 273.15 = 1423 K
TL = 35 + 273.15 = 308.1 K

Equal work

W = Q·(1 − Tlow/Thigh) and Q/T is the same at every reservoir, so W is proportional to the temperature drop.

Tm = (1423 + 308.1)/2 = 865.7 K = 592.5 °C

Answer

Tm = 592.5 °C
19.Waves, sound & optics

Answer: f1 = 285.8 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 = 2·0.6/1 = 1.2 m

Frequency

f = v/λ = 343/1.2 = 285.8 Hz

Answer

f1 = 285.8 Hz
20.Waves, sound & optics

Answer: f″ = 22245 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|.

Frequency at the car

f′ = 25000·(343 − 20)/343 = 23542 Hz

Frequency of the echo

f″ = f′·343/(343 + 20) = 22245 Hz

Answer

f″ = 22245 Hz

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