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
a = 3.25 m/s²s = 1700 m

A plane starts from rest and accelerates uniformly at 3.25 m/s² along a runway. Find its speed v after 1700 m.

v₀ = 0a = 3.25 m/s²s = 1700 m
v = m/s
2.KinematicsHard
v₀ = 5 m/s15 m

A ball is thrown straight up at 5 m/s from the edge of a roof 15 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 = 15 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
θ = 35°a = ?m = 13 kg

A 13 kg block slides down a slope at 35° to the horizontal. The coefficient of kinetic friction is 0.15. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 13 kgθ = 35°μ = 0.15g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
5 kg7 kgTF = 20 Nμ = 0.1

Two blocks on a level floor are joined by a light horizontal string. A horizontal force of 20 N pulls the front 7 kg block; the 5 kg block is towed behind. The coefficient of kinetic friction is 0.1 for both blocks. Use g = 9.81 m/s². Find the acceleration a of the blocks.

m1 = 5 kgm2 = 7 kgF = 20 Nμ = 0.1g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
21 my = ?v0​ = 26 m/s45°

A ball is kicked from level ground at 26 m/s and 45° above the horizontal towards a wall 21 m away. Ignore air resistance and use g = 9.81 m/s². At what height y does the ball pass the wall?

v₀ = 26 m/sθ = 45°x = 21 mg = 9.81 m/s²
y = m
6.Projectile motionHard
h = 50 mv0​ = 25 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 = 25 m/sθ = 45°h = 50 mg = 9.81 m/s²
x = m
7.Work & energyMedium
25°d = 17 mμ = 0.3

A block slides from rest down a slope at 25° to the horizontal. The coefficient of kinetic friction is 0.3. Find its speed v after it has slid 17 m along the slope.

θ = 25°μ = 0.3d = 17 mg = 9.81 m/s²
v = m/s
8.Work & energyHard
h = 1.5 mL = 1 mμ = 0.15k = 1000 N/m

A 10 kg block is released from rest at height 1.5 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 1 m long (μ = 0.15) and then runs onto a spring (k = 1000 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 10 kgh = 1.5 mL = 1 mμ = 0.15k = 1000 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
2 kg81 m/s2 kgv′2​ = ?

A 4 kg projectile moving horizontally at 25 m/s explodes into two fragments that move along the same line. The 2 kg fragment continues forwards at 81 m/s. Find the velocity v′2 of the 2 kg fragment (positive in the original direction).

M = 4 kgu = 25 m/sm1 = 2 kgv′1 = 81 m/sm2 = 2 kg
v′2 = m/s
10.Momentum & collisionsHard
30 m/s7 m/s

A 0.2 kg ball hits a wall at 30 m/s and bounces straight back at 7 m/s. The contact lasts 40 ms. Find the magnitude of the impulse J the wall gives the ball.

m = 0.2 kgvin = 30 m/svout = 7 m/sΔt = 40 ms
J = N·s
11.Hydrostatic forceMedium
gated = 0.5 mH = 1.5 m

A vertical rectangular gate 1 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 = 1.5 mb = 1 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 0.5 mH = 2 m

A vertical rectangular gate 3 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 = 2 mb = 3 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
12d1​ = 75 mm, p1​ = 390 kPad2​ = 40 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 75 mm to 40 mm. In the wide section the pressure is 390 kPa and the velocity is 3 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 75 mmd2 = 40 mmp1 = 390 kPav1 = 3 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 75 mm, p1​ = 300 kPad2​ = 40 mm, p2​ = ?Δz = 1 m

Water flows up through a pipe that narrows from 75 mm to 40 mm while rising 1 m. At section 1 the pressure is 300 kPa and the velocity is 2 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 75 mmd2 = 40 mmp1 = 300 kPav1 = 2 m/sΔz = 1 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
440 g of N₂P = 700 kPaT = 55 °CV = ?

What volume V does 440 g of N₂ occupy at 700 kPa and 55 °C? Treat it as an ideal gas.

m = 440 gM = 28.01 g/molP = 700 kPaT = 55 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
CO₂, M = 44.01 g/molP = 850 kPaT = 180 °Cρ = ?

Find the density ρ of CO₂ at 850 kPa and 180 °C, treating it as an ideal gas.

M = 44.01 g/molP = 850 kPaT = 180 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 500 °CTL​ = 40 °CEQH​QL​W

A heat engine works between a hot reservoir at 500 °C and a cold reservoir at 40 °C. Find the highest possible thermal efficiency ηmax.

TH = 500 °CTL = 40 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 45 °CTL​ = 2 °CHPQ̇H​ = 12 kWQ̇L​Ẇ = ?

A heat pump delivers 12 kW of heat to a heating system at 45 °C, taking heat from a source at 2 °C. Its actual COP is 50% of the Carnot COP between these temperatures. Find the electrical power Ẇ it uses.

TH = 45 °CTL = 2 °CηII = 50%Q̇H = 12 kW
Ẇ = kW
19.Waves, sound & opticsMedium
θc = ?90°diamond, n1​ = 2.42air, n2​ = 1.00

Light travels in diamond (n = 2.42) towards a flat boundary with air (n = 1.00). Find the critical angle θc beyond which it is totally reflected.

n1 = 2.42n2 = 1.00
θc = °
20.Waves, sound & opticsHard
λ = 550 nma = 0.08 mm

Light of wavelength 550 nm passes through a single slit 0.08 mm wide. Find the angle θ3 of dark fringe number 3 from the straight-through direction.

λ = 550 nma = 0.08 mmm = 3
θ3 = °

3Solutions

1.Kinematics

Answer: v = 105.1 m/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.

Speed after the distance

v = √(2·a·s) = √(2·3.25·1700) = 105.1 m/s

Answer

v = 105.1 m/s
(378.4 km/h)
2.Kinematics

Answer: hmax = 16.27 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 = 15 + 1.274 = 16.27 m

Answer

hmax = 16.27 m
3.Newton’s laws

Answer: a = 4.421 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 35° − 0.15·cos 35°) = 9.81·(0.5736 − 0.1229) = 4.421 m/s²

Answer

a = 4.421 m/s²
4.Newton’s laws

Answer: a = 0.6857 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.

Whole system

a = (F − μ·(m1 + m2)·g)/(m1 + m2) = (20 − 11.77)/12 = 0.6857 m/s²

Answer

a = 0.6857 m/s²
5.Projectile motion

Answer: y = 14.6 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.

Time to the wall

vx = 26·cos 45° = 18.38 m/s
t = x/vx = 21/18.38 = 1.142 s

Height at that time

y = 18.38·1.142 − ½·9.81·1.142² = 14.6 m

Answer

y = 14.6 m

The ball is still rising at the wall.

6.Projectile motion

Answer: x = 96.66 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 = 25·cos 45° = 17.68 m/s
vy = v0·sin θ = 25·sin 45° = 17.68 m/s

Time in the air

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

0 = 50 + 17.68·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (17.68 + √(312.5 + 981))/9.81 = 5.468 s

Horizontal distance

x = vx·t = 17.68·5.468 = 96.66 m

Answer

x = 96.66 m
7.Work & energy

Answer: v = 7.09 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 = √(2·9.81·17·(0.4226 − 0.3·0.9063)) = 7.09 m/s

Answer

v = 7.09 m/s
8.Work & energy

Answer: x = 51.47 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 = 98.1·(1.5 − 0.15·1) = 132.4 J

Maximum compression

½kx² = 132.4 → x = √(2·132.4/1000) = 0.5147 m = 51.47 cm

Answer

x = 51.47 cm
9.Momentum & collisions

Answer: v′2 = −31 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 = 4·25 = 100 kg·m/s

Momentum after

100 = 2·81 + 2·v′2
v′2 = (100 − 162)/2 = −31 m/s

Answer

v′2 = −31 m/s

The minus sign means the second fragment flies backwards.

10.Momentum & collisions

Answer: J = 7.4 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 = 0.2·(7 + 30) = 7.4 N·s

Answer

J = 7.4 N·s
11.Hydrostatic force

Answer: F = 18.39 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 + 1.5/2 = 1.25 m
A = H·b = 1.5·1 = 1.5 m²
gated = 0.5 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·1.25·1.5 = 18.39 kN

Answer

F = 18.39 kN
12.Hydrostatic force

Answer: F = 88.29 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 + 2/2 = 1.5 m
A = H·b = 2·3 = 6 m²
gated = 0.5 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·1.5·6 = 88.29 kN

Answer

F = 88.29 kN
13.Continuity & Bernoulli

Answer: p2 = 338.9 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 = 3·(75/40)² = 10.55 m/s
½ρ(v1² − v2²) = ½·1000·(3² − 10.55²)/1000 = −51.12 kPa
p2 = p1 + ½ρ(v1² − v2²) = 390 + (−51.12) = 338.9 kPa

Answer

p2 = 338.9 kPa
14.Continuity & Bernoulli

Answer: p2 = 267.5 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·(75/40)² = 7.031 m/s
½ρ(v1² − v2²) = ½·1000·(2² − 7.031²)/1000 = −22.72 kPa
ρgΔz = 1000·9.81·1/1000 = 9.81 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 300 + (−22.72) − 9.81 = 267.5 kPa

Answer

p2 = 267.5 kPa
15.Ideal gas law

Answer: V = 61.22 L

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

Moles

n = 440/28.01 = 15.71 mol
T = 55 + 273.15 = 328.1 K

Volume

V = nRT/P = 15.71·8.314·328.1/700 = 61.22 L

Answer

V = 61.22 L
16.Ideal gas law

Answer: ρ = 9.929 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 180 + 273.15 = 453.1 K

Density

ρ = 850·44.01/(8.314·453.1) = 9.929 kg/m³

Answer

ρ = 9.929 kg/m³
17.Heat engines & refrigerators

Answer: ηmax = 59.5 %

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 = 40 + 273.15 = 313.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 313.1/773.1 = 59.5 %

Answer

ηmax = 59.5 %
18.Heat engines & refrigerators

Answer: Ẇ = 3.244 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 = 0.5·7.399 = 3.699

Power input

Ẇ = Q̇H/COP = 12/3.699 = 3.244 kW

Answer

Ẇ = 3.244 kW
19.Waves, sound & optics

Answer: θc = 24.41 °

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 = 1.00/2.42 = 0.4132

Critical angle

θc = arcsin(0.4132) = 24.41°

Answer

θc = 24.41°
20.Waves, sound & optics

Answer: θ3 = 1.182 °

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, …

Dark fringe condition

sin θ = mλ/a = 0.02063
θ = 1.182°

Answer

θ3 = 1.182°

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