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
a = ?s = 2400 m

A plane needs a speed of 300 km/h to take off and the usable runway is 2400 m long. Starting from rest, what constant acceleration a does it need?

v₀ = 0v = 300 km/hs = 2400 m
a = m/s²
2.KinematicsHard
v₀ = 17 m/s10 m

A ball is thrown straight up at 17 m/s from the edge of a roof 10 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 = 17 m/sh₀ = 10 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
30 kg30°F = 170 Nμ = 0.1

A 30 kg sled is pulled across level snow by a rope at 30° above the horizontal with a force of 170 N. The coefficient of kinetic friction is 0.1. Use g = 9.81 m/s². Find the acceleration a of the sled.

m = 30 kgF = 170 Nθ = 30°μ = 0.1g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
6 kg8 kgTF = 75 Nμ = 0.2

Two blocks on a level floor are joined by a light horizontal string. A horizontal force of 75 N pulls the front 8 kg block; the 6 kg block is towed behind. The coefficient of kinetic friction is 0.2 for both blocks. Use g = 9.81 m/s². Find the acceleration a of the blocks.

m1 = 6 kgm2 = 8 kgF = 75 Nμ = 0.2g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 40 m/s55°rangeH = ?

A ball is launched at 55° above horizontal from level ground. Ignore air resistance. Find the maximum height H the ball reaches.

v0 = 40 m/sθ = 55°g = 9.81 m/s²
H = m
6.Projectile motionHard
h = 15 mv0​ = 24 m/s35°α = ?

A ball is launched at 24 m/s and 35° above the horizontal from the top of a 15 m cliff. Ignore air resistance and use g = 9.81 m/s². At what angle α below the horizontal does it hit the ground?

v₀ = 24 m/sθ = 35°h = 15 mg = 9.81 m/s²
α = °
7.Work & energyMedium
54 km/h4°1500 kg

A 1500 kg car drives up a 4° slope at a constant 54 km/h. Air resistance and rolling resistance together amount to 250 N. Find the power P the wheels must deliver, in kW.

m = 1500 kgθ = 4°Fr = 250 Nv = 54 km/hg = 9.81 m/s²
P = kW
8.Work & energyHard
h = 3.5 mL = 2.5 mμ = 0.1k = 2500 N/m

A 2 kg block is released from rest at height 3.5 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 2.5 m long (μ = 0.1) and then runs onto a spring (k = 2500 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 2 kgh = 3.5 mL = 2.5 mμ = 0.1k = 2500 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
1 kg61 m/s7 kgv′2​ = ?

An 8 kg projectile moving horizontally at 6 m/s explodes into two fragments that move along the same line. The 1 kg fragment continues forwards at 61 m/s. Find the velocity v′2 of the 7 kg fragment (positive in the original direction).

M = 8 kgu = 6 m/sm1 = 1 kgv′1 = 61 m/sm2 = 7 kg
v′2 = m/s
10.Momentum & collisionsHard
13 m/s15 m/s

A 0.15 kg ball hits a wall at 13 m/s and bounces straight back at 15 m/s. The contact lasts 40 ms. Find the magnitude of the impulse J the wall gives the ball.

m = 0.15 kgvin = 13 m/svout = 15 m/sΔt = 40 ms
J = N·s
11.Hydrostatic forceMedium
gated = 1 mH = 2.5 m

A vertical rectangular gate 3 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 = 2.5 mb = 3 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 0.5 mH = 3 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of oil, 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 = 880 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
Q = ?d = 50 mm, Cd​ = 0.65h = 2.5 m

Water drains from a large open tank through a sharp-edged orifice with a diameter of 50 mm. The water level is kept 2.5 m above the orifice and the discharge coefficient is 0.65. Find the flow rate Q. Use g = 9.81 m/s².

d = 50 mmh = 2.5 mCd = 0.65g = 9.81 m/s²
Q = L/s
14.Continuity & BernoulliHard
12d1​ = 100 mm, p1​ = 230 kPad2​ = 50 mm, p2​ = ?Δz = 10 m

Water flows up through a pipe that narrows from 100 mm to 50 mm while rising 10 m. At section 1 the pressure is 230 kPa and the velocity is 1.25 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 100 mmd2 = 50 mmp1 = 230 kPav1 = 1.25 m/sΔz = 10 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
210 g of HeV = 50 LT = 100 °CP = ?

A tank of 50 L contains 210 g of He at 100 °C. Treat it as an ideal gas and find the pressure P.

m = 210 gM = 4.003 g/molV = 50 LT = 100 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
He, M = 4.003 g/molP = 550 kPaT = 10 °Cρ = ?

Find the density ρ of He at 550 kPa and 10 °C, treating it as an ideal gas.

M = 4.003 g/molP = 550 kPaT = 10 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 550 °CTL​ = 25 °CEQH​QL​W

A heat engine works between a hot reservoir at 550 °C and a cold reservoir at 25 °C. Find the highest possible thermal efficiency ηmax.

TH = 550 °CTL = 25 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 400 °CTL​ = 15 °CEQH​ = 5000 kJQL​ = 3550 kJW = 1450 kJ

A heat engine takes in 5000 kJ of heat from a reservoir at 400 °C, produces 1450 kJ of work and rejects the rest to a reservoir at 15 °C, per cycle. Find the total entropy generated Sgen per cycle.

TH = 400 °CTL = 15 °CQH = 5000 kJW = 1450 kJ
Sgen = kJ/K
19.Waves, sound & opticsMedium
θc = ?90°crown glass, n1​ = 1.50acrylic, n2​ = 1.49

Light travels in crown glass (n = 1.50) towards a flat boundary with acrylic (n = 1.49). Find the critical angle θc beyond which it is totally reflected.

n1 = 1.50n2 = 1.49
θc = °
20.Waves, sound & opticsHard
λ = 450 nmθ2​ = ?

Light of wavelength 450 nm falls at right angles on a grating with 400 lines per millimetre. Find the angle θ2 of the order-2 maximum.

N = 400 mm⁻¹λ = 450 nmm = 2
θ2 = °

3Solutions

1.Kinematics

Answer: a = 1.447 m/s²

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

v = 300/3.6 = 83.33 m/s

Acceleration

a = v²/(2s) = 83.33²/(2·2400) = 1.447 m/s²

Answer

a = 1.447 m/s²
2.Kinematics

Answer: t = 3.978 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.

−10 = 17·t − ½·9.81·t²
4.905·t² − 17·t − 10 = 0

Solve the quadratic

Only the positive root is physical.

t = (17 + √(17² + 2·9.81·10))/9.81 = 3.978 s

Answer

t = 3.978 s
3.Newton’s laws

Answer: a = 4.21 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.

Normal force

N = m·g − F·sin θ = 294.3 − 170·sin 30° = 209.3 N

Horizontal forces

m·a = F·cos θ − μ·N = 147.2 − 20.93
a = 126.3/30 = 4.21 m/s²

Answer

a = 4.21 m/s²
4.Newton’s laws

Answer: a = 3.395 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) = (75 − 27.47)/14 = 3.395 m/s²

Answer

a = 3.395 m/s²
5.Projectile motion

Answer: H = 54.72 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 = 40·cos 55° = 22.94 m/s
vy = v0·sin θ = 40·sin 55° = 32.77 m/s

Highest point

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

H = vy²/(2g) = 32.77²/(2·9.81) = 54.72 m

Answer

H = 54.72 m
6.Projectile motion

Answer: α = 48.21 °

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 = 24·cos 35° = 19.66 m/s
vy0 = 24·sin 35° = 13.77 m/s

Vertical speed at impact

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

vy = √(13.77² + 2·9.81·15) = 22 m/s

Impact angle

tan α = vy/vx = 22/19.66 → α = 48.21°

Answer

α = 48.21°
7.Work & energy

Answer: P = 19.15 kW

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). Power is force times speed: P = F·v.

Driving force

m·g = 1500·9.81 = 14715 N
mg·sin θ = 14715·sin 4° = 1026 N
F = 1026 + 250 = 1276 N

Power

v = 54/3.6 = 15 m/s
P = F·v = 1276·15 = 19147 W = 19.15 kW

Answer

P = 19.15 kW
8.Work & energy

Answer: x = 22.59 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 = 19.62·(3.5 − 0.1·2.5) = 63.77 J

Maximum compression

½kx² = 63.77 → x = √(2·63.77/2500) = 0.2259 m = 22.59 cm

Answer

x = 22.59 cm
9.Momentum & collisions

Answer: v′2 = −1.857 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 = 8·6 = 48 kg·m/s

Momentum after

48 = 1·61 + 7·v′2
v′2 = (48 − 61)/7 = −1.857 m/s

Answer

v′2 = −1.857 m/s

The minus sign means the second fragment flies backwards.

10.Momentum & collisions

Answer: J = 4.2 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 = 0.15·(15 + 13) = 4.2 N·s

Answer

J = 4.2 N·s
11.Hydrostatic force

Answer: F = 165.5 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 + 2.5/2 = 2.25 m
A = H·b = 2.5·3 = 7.5 m²
gated = 1 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2.25·7.5 = 165.5 kN

Answer

F = 165.5 kN
12.Hydrostatic force

Answer: F = 103.6 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 = 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 = 880·9.81·2·6 = 103.6 kN

Answer

F = 103.6 kN
13.Continuity & Bernoulli

Answer: Q = 8.938 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.

Ideal jet velocity

√(2gh) = √(2·9.81·2.5) = 7.004 m/s

Actual flow rate

The discharge coefficient accounts for the contraction of the jet and friction at the edge.

Q = Cd·A·√(2gh) = 0.65·0.001963·7.004 = 0.008938 m³/s = 8.938 L/s

Answer

Q = 8.938 L/s
14.Continuity & Bernoulli

Answer: p2 = 120.2 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 = 1.25·(100/50)² = 5 m/s
½ρ(v1² − v2²) = ½·1000·(1.25² − 5²)/1000 = −11.72 kPa
ρgΔz = 1000·9.81·10/1000 = 98.1 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 230 + (−11.72) − 98.1 = 120.2 kPa

Answer

p2 = 120.2 kPa
15.Ideal gas law

Answer: P = 3255 kPa

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

Moles

n = m/M = 210/4.003 = 52.46 mol
T = 100 + 273.15 = 373.1 K

Pressure

P = nRT/V = 52.46·8.314·373.1/0.05 = 3255 kPa

Answer

P = 3255 kPa
16.Ideal gas law

Answer: ρ = 0.9352 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 10 + 273.15 = 283.1 K

Density

ρ = 550·4.003/(8.314·283.1) = 0.9352 kg/m³

Answer

ρ = 0.9352 kg/m³
17.Heat engines & refrigerators

Answer: ηmax = 63.78 %

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 = 25 + 273.15 = 298.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 298.1/823.1 = 63.78 %

Answer

ηmax = 63.78 %
18.Heat engines & refrigerators

Answer: Sgen = 4.892 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 = 5000 − 1450 = 3550 kJ

Absolute temperatures

TH = 400 + 273.15 = 673.1 K
TL = 15 + 273.15 = 288.1 K

Entropy changes of the reservoirs

ΔSH = −5000/673.1 = −7.428 kJ/K
ΔSL = 3550/288.1 = 12.32 kJ/K
Sgen = 12.32 − 7.428 = 4.892 kJ/K

Answer

Sgen = 4.892 kJ/K

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

19.Waves, sound & optics

Answer: θc = 83.38 °

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 = 1.49/1.50 = 0.9933

Critical angle

θc = arcsin(0.9933) = 83.38°

Answer

θc = 83.38°
20.Waves, sound & optics

Answer: θ2 = 21.1 °

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 = 1/400 mm = 2.5 × 10⁻⁶ m

Grating equation

sin θ = mλ/d = 2·450 × 10⁻⁹/(2.5 × 10⁻⁶) = 0.36
θ = 21.1°

Answer

θ2 = 21.1°

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