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)1.667 s12.5

A car driving at 45 km/h brakes with a constant deceleration of 7.5 m/s² until it stops. Find the braking distance s.

v₀ = 45 km/ha = −7.5 m/s²v = 0
s = m
2.KinematicsHard
v₀ = 5 m/s25 m

A ball is thrown straight up at 5 m/s from the edge of a roof 25 m above the ground. Ignore air resistance and use g = 9.81 m/s². Find the greatest height hmax above the ground.

v₀ = 5 m/sh₀ = 25 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
θ = 45°a = ?m = 13 kg

A 13 kg block slides down a slope at 45° to the horizontal. The coefficient of kinetic friction is 0.1. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 13 kgθ = 45°μ = 0.1g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 3.5 kg2.5 kgμ = 0.1

A 3.5 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 2.5 kg mass. The coefficient of kinetic friction between block and table is 0.1. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 3.5 kgm2 = 2.5 kgμ = 0.1g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 14 m/s55°x = ?

A ball is launched at 55° above horizontal from level ground. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 14 m/sθ = 55°g = 9.81 m/s²
x = m
6.Projectile motionHard
h = 40 mv0​ = 31 m/s60°v = ?

A ball is launched at 31 m/s and 60° above the horizontal from the top of a 40 m cliff. Ignore air resistance and use g = 9.81 m/s². Find the speed v with which it hits the ground.

v₀ = 31 m/sθ = 60°h = 40 mg = 9.81 m/s²
v = m/s
7.Work & energyMedium
45°d = 4 mμ = 0.35

A 0.5 kg block slides 4 m down a slope at 45° to the horizontal, with a coefficient of kinetic friction of 0.35. Find the work Wf done against friction.

m = 0.5 kgθ = 45°μ = 0.35d = 4 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
k = 2000 N/m20°μ = 0.25 kg

A spring of stiffness 2000 N/m at the bottom of a 20° slope is compressed by 20 cm against a 5 kg block and released. The coefficient of kinetic friction between block and slope is 0.2. 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 = 2000 N/mx = 20 cmθ = 20°μ = 0.2g = 9.81 m/s²
d = m
9.Momentum & collisionsMedium
1 kg66 m/s4 kgv′2​ = ?

A 5 kg projectile moving horizontally at 37 m/s explodes into two fragments that move along the same line. The 1 kg fragment continues forwards at 66 m/s. Find the velocity v′2 of the 4 kg fragment (positive in the original direction).

M = 5 kgu = 37 m/sm1 = 1 kgv′1 = 66 m/sm2 = 4 kg
v′2 = m/s
10.Momentum & collisionsHard
28 m/s19 m/s

A 0.35 kg ball hits a wall at 28 m/s and bounces straight back at 19 m/s. The contact lasts 50 ms. Find the magnitude of the impulse J the wall gives the ball.

m = 0.35 kgvin = 28 m/svout = 19 m/sΔt = 50 ms
J = N·s
11.Hydrostatic forceMedium
gated = 0.5 mH = 3 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of water, with its top edge 0.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 0.5 mH = 3 mb = 2 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 1.5 mH = 1 m

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

d = 1.5 mH = 1 mb = 1 mρ = 1025 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
12d1​ = 100 mm, p1​ = 300 kPad2​ = 40 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 100 mm to 40 mm. In the wide section the pressure is 300 kPa and the velocity is 0.75 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 100 mmd2 = 40 mmp1 = 300 kPav1 = 0.75 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 75 mm, p1​ = 220 kPad2​ = 40 mm, p2​ = ?Δz = 10 m

Water flows up through a pipe that narrows from 75 mm to 40 mm while rising 10 m. At section 1 the pressure is 220 kPa and the velocity is 2.25 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 75 mmd2 = 40 mmp1 = 220 kPav1 = 2.25 m/sΔz = 10 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
20 g of HeP = 300 kPaT = 75 °CV = ?

What volume V does 20 g of He occupy at 300 kPa and 75 °C? Treat it as an ideal gas.

m = 20 gM = 4.003 g/molP = 300 kPaT = 75 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
State 1State 2

A fixed amount of He goes from 100 kPa, 10 L, 30 °C to 800 kPa and 220 °C. Find the new volume V2.

P1 = 100 kPaV1 = 10 LT1 = 30 °CP2 = 800 kPaT2 = 220 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 500 °CTL​ = 15 °CEQH​ = 1600 kJQL​W = ?

A heat engine works between a hot reservoir at 500 °C and a cold reservoir at 15 °C. It takes in 1600 kJ of heat. Find the most work Wmax it could possibly produce.

TH = 500 °CTL = 15 °CQH = 1600 kJ
Wmax = kJ
18.Heat engines & refrigeratorsHard
TH​ = 32 °CTL​ = -25 °CRQ̇H​Q̇L​ = 3 kWẆ = ?

A refrigerator keeps its cold space at -25 °C in a kitchen at 32 °C, removing heat from the cold space at 3 kW. Find the minimum power input Ẇmin.

TH = 32 °CTL = -25 °CQ̇L = 3 kW
Ẇmin = kW
19.Waves, sound & opticsMedium
L = ?n = 2

A pipe open at both ends must have its harmonic number 2 at 457 Hz. The speed of sound is 343 m/s. Find the length L of the pipe.

v = 343 m/sn = 2f2 = 457 Hz
L = m
20.Waves, sound & opticsHard
SO30 m/sf = 20 kHz

A sensor at rest sends ultrasound of 20 kHz towards a car that approaches at 30 m/s and mixes the echo with the emitted signal. Find the beat frequency fb (speed of sound 343 m/s).

f = 20 kHzu = 30 m/sv = 343 m/s
fb = Hz

3Solutions

1.Kinematics

Answer: s = 10.42 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

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 12.5²/(2·7.5) = 10.42 m

Answer

s = 10.42 m
2.Kinematics

Answer: hmax = 26.27 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 = 5²/(2·9.81) = 1.274 m

Height above the ground

hmax = 25 + 1.274 = 26.27 m

Answer

hmax = 26.27 m
3.Newton’s laws

Answer: a = 6.243 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° − 0.1·cos 45°) = 9.81·(0.7071 − 0.07071) = 6.243 m/s²

Answer

a = 6.243 m/s²
4.Newton’s laws

Answer: a = 3.515 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) = (24.53 − 3.434)/6 = 3.515 m/s²

Answer

a = 3.515 m/s²
5.Projectile motion

Answer: x = 18.77 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 = 14·cos 55° = 8.03 m/s
vy = v0·sin θ = 14·sin 55° = 11.47 m/s

Time in the air

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

t = 2·11.47/9.81 = 2.338 s

Horizontal distance

x = vx·t = 8.03·2.338 = 18.77 m

Answer

x = 18.77 m
6.Projectile motion

Answer: v = 41.78 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.

Split the launch velocity

vx = 31·cos 60° = 15.5 m/s
vy0 = 31·sin 60° = 26.85 m/s

Vertical speed at impact

Energy or v² = v₀² + 2as in the vertical direction.

vy = √(26.85² + 2·9.81·40) = 38.8 m/s

Impact speed

v = √(15.5² + 38.8²) = 41.78 m/s

Answer

v = 41.78 m/s

Check with energy: v² = v₀² + 2gh.

7.Work & energy

Answer: Wf = 4.856 J

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).

Friction force

N = mg·cos θ = 4.905·0.7071 = 3.468 N
F = μN = 0.35·3.468 = 1.214 N

Work against friction

Wf = F·d = 1.214·4 = 4.856 J

Answer

Wf = 4.856 J
8.Work & energy

Answer: d = 1.539 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 = ½·2000·0.2² = 40 J

Energy balance along the slope

m·g = 5·9.81 = 49.05 N
½kx² = mg·d·(sin θ + μ·cos θ)
d = 40/(49.05·(0.342 + 0.2·0.9397)) = 1.539 m

Answer

d = 1.539 m
9.Momentum & collisions

Answer: v′2 = 29.75 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 = 5·37 = 185 kg·m/s

Momentum after

185 = 1·66 + 4·v′2
v′2 = (185 − 66)/4 = 29.75 m/s

Answer

v′2 = 29.75 m/s
10.Momentum & collisions

Answer: J = 16.45 N·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.

Change in momentum

J = m·Δv = 0.35·(19 + 28) = 16.45 N·s

Answer

J = 16.45 N·s
11.Hydrostatic force

Answer: F = 117.7 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 = 0.5 + 3/2 = 2 m
A = H·b = 3·2 = 6 m²
gated = 0.5 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2·6 = 117.7 kN

Answer

F = 117.7 kN
12.Hydrostatic force

Answer: F = 20.11 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 = 1.5 + 1/2 = 2 m
A = H·b = 1·1 = 1 m²
gated = 1.5 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1025·9.81·2·1 = 20.11 kN

Answer

F = 20.11 kN
13.Continuity & Bernoulli

Answer: p2 = 289.3 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·(100/40)² = 4.688 m/s
½ρ(v1² − v2²) = ½·1000·(0.75² − 4.688²)/1000 = −10.71 kPa
p2 = p1 + ½ρ(v1² − v2²) = 300 + (−10.71) = 289.3 kPa

Answer

p2 = 289.3 kPa
14.Continuity & Bernoulli

Answer: p2 = 93.15 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 = 2.25·(75/40)² = 7.91 m/s
½ρ(v1² − v2²) = ½·1000·(2.25² − 7.91²)/1000 = −28.75 kPa
ρgΔz = 1000·9.81·10/1000 = 98.1 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 220 + (−28.75) − 98.1 = 93.15 kPa

Answer

p2 = 93.15 kPa
15.Ideal gas law

Answer: V = 48.21 L

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

Moles

n = 20/4.003 = 4.996 mol
T = 75 + 273.15 = 348.1 K

Volume

V = nRT/P = 4.996·8.314·348.1/300 = 48.21 L

Answer

V = 48.21 L
16.Ideal gas law

Answer: V2 = 2.033 L

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

Absolute temperatures

T1 = 303.1 K, T2 = 493.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 10·(100/800)·(493.1/303.1) = 2.033 L

Answer

V2 = 2.033 L
17.Heat engines & refrigerators

Answer: Wmax = 1004 kJ

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 = 500 + 273.15 = 773.1 K
TL = 15 + 273.15 = 288.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 288.1/773.1 = 62.73 %

Maximum work

Wmax = ηmax·QH = 0.6273·1600 = 1004 kJ

Answer

Wmax = 1004 kJ
18.Heat engines & refrigerators

Answer: Ẇmin = 0.6891 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 = -25 + 273.15 = 248.1 K

Best possible COP

COPR,max = TL/(TH − TL) = 248.1/(305.1 − 248.1) = 4.354

Minimum power

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

Ẇmin = Q̇L/COP = 3/4.354 = 0.6891 kW

Answer

Ẇmin = 0.6891 kW
19.Waves, sound & optics

Answer: L = 0.7505 m

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

λ = v/f = 343/457 = 0.7505 m

Length

L = nλ/2 = 2·0.7505/2 = 0.7505 m

Answer

L = 0.7505 m
20.Waves, sound & optics

Answer: fb = 3834 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′ = 20000·(343 + 30)/343 = 21749 Hz

Frequency of the echo

f″ = f′·343/(343 − 30) = 23834 Hz

Beat frequency

fb = |f″ − f| = 3834 Hz

Answer

fb = 3834 Hz

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