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 = 3.75 m/s²s = 1700 m

A plane starts from rest and accelerates uniformly at 3.75 m/s² along a runway. Find its speed v after 1700 m.

v₀ = 0a = 3.75 m/s²s = 1700 m
v = m/s
2.KinematicsHard
v₀ = 17 m/s35 m

A ball is thrown straight up at 17 m/s from the edge of a roof 35 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 = 35 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
9 kg1.5 kg

Masses of 9 kg and 1.5 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 acceleration a of the masses.

m1 = 9 kgm2 = 1.5 kgg = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
θ = 30°blockv₀ = 9.5 m/s

A block is given a push so that it starts sliding up a ramp at 30° with a speed of 9.5 m/s. The coefficient of kinetic friction is 0.25. Use g = 9.81 m/s². How far d along the ramp does it slide before it stops?

v₀ = 9.5 m/sθ = 30°μ = 0.25g = 9.81 m/s²
d = m
5.Projectile motionMedium
v0​ = ?50°R = 15 m

A ball is launched from level ground at 50° above the horizontal and lands 15 m away. Ignore air resistance and use g = 9.81 m/s². Find the launch speed v0.

θ = 50°R = 15 mg = 9.81 m/s²
v0 = m/s
6.Projectile motionHard
h = 20 mv0​ = 25 m/s30°range

A ball is launched at 30° above horizontal from the top of a 20 m cliff. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 25 m/sθ = 30°h = 20 mg = 9.81 m/s²
t = s
7.Work & energyMedium
0.15 kgk = 2000 N/mh = ?

A toy launcher has a vertical spring of stiffness 2000 N/m. A 0.15 kg ball is placed on it and the spring is compressed by 5 cm, then released. Ignoring air resistance and the spring’s mass, find the height h the ball rises, measured from its position when the spring was compressed.

m = 0.15 kgk = 2000 N/mx = 5 cmg = 9.81 m/s²
h = m
8.Work & energyHard
h = 4 mL = 3.5 mμ = 0.3k = 800 N/m

A 2 kg block is released from rest at height 4 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 3.5 m long (μ = 0.3) and then runs onto a spring (k = 800 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 2 kgh = 4 mL = 3.5 mμ = 0.3k = 800 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
1 kg27 m/s5 kgv′2​ = ?

A 6 kg projectile moving horizontally at 14 m/s explodes into two fragments that move along the same line. The 1 kg fragment continues forwards at 27 m/s. Find the velocity v′2 of the 5 kg fragment (positive in the original direction).

M = 6 kgu = 14 m/sm1 = 1 kgv′1 = 27 m/sm2 = 5 kg
v′2 = m/s
10.Momentum & collisionsHard
9 m/s4 m/s

A 0.5 kg ball hits a wall at 9 m/s and bounces straight back at 4 m/s. The contact lasts 25 ms. Find the average force Favg of the wall on the ball.

m = 0.5 kgvin = 9 m/svout = 4 m/sΔt = 25 ms
Favg = N
11.Hydrostatic forceMedium
gated = 3 mH = 2 m

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of water, with its top edge 3 m below the surface. Find the resultant hydrostatic force F on the gate.

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

A vertical rectangular gate 2 m wide sits in the wall of a tank of seawater, with its top edge 2 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 2 mH = 3 mb = 2 mρ = 1025 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
d1​ = 150 mmd2​ = 75 mm12p1​ − p2​ = 37 kPaQ = ?

Water flows through a horizontal venturi meter with an inlet diameter of 150 mm and a throat diameter of 75 mm. The pressure at the inlet is 37 kPa higher than at the throat. Ignoring losses, find the flow rate Q.

d1 = 150 mmd2 = 75 mmp1 − p2 = 37 kPaρ = 1000 kg/m³
Q = L/s
14.Continuity & BernoulliHard
12d1​ = 75 mm, p1​ = 140 kPad2​ = 50 mm, p2​ = ?Δz = 8 m

Water flows up through a pipe that narrows from 75 mm to 50 mm while rising 8 m. At section 1 the pressure is 140 kPa and the velocity is 1.75 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 75 mmd2 = 50 mmp1 = 140 kPav1 = 1.75 m/sΔz = 8 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
120 g of ArV = 30 LT = 35 °CP = ?

A tank of 30 L contains 120 g of Ar at 35 °C. Treat it as an ideal gas and find the pressure P.

m = 120 gM = 39.95 g/molV = 30 LT = 35 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
O₂, M = 32 g/molP = 450 kPaT = 170 °Cρ = ?

Find the density ρ of O₂ at 450 kPa and 170 °C, treating it as an ideal gas.

M = 32 g/molP = 450 kPaT = 170 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 350 °CTL​ = 20 °CEQH​QL​η = 32%

A heat engine receives heat from a source at 350 °C and rejects heat to the surroundings at 20 °C. Its actual thermal efficiency is 32%. Find its second-law efficiency ηII, the ratio of the actual efficiency to the Carnot efficiency.

TH = 350 °CTL = 20 °Cη = 32%
ηII = %
18.Heat engines & refrigeratorsHard
TH​ = 450 °CTL​ = 25 °CEQH​ = 3700 kJQL​ = 2405 kJW = 1295 kJ

A heat engine takes in 3700 kJ of heat from a reservoir at 450 °C, produces 1295 kJ of work and rejects the rest to a reservoir at 25 °C, per cycle. Find the total entropy generated Sgen per cycle.

TH = 450 °CTL = 25 °CQH = 3700 kJW = 1295 kJ
Sgen = kJ/K
19.Waves, sound & opticsMedium
θc = ?90°glycerol, n1​ = 1.47water, n2​ = 1.33

Light travels in glycerol (n = 1.47) towards a flat boundary with water (n = 1.33). Find the critical angle θc beyond which it is totally reflected.

n1 = 1.47n2 = 1.33
θc = °
20.Waves, sound & opticsHard
λ = 600 nma = 0.08 mmL = 2.5 m

Light of wavelength 600 nm passes through a single slit 0.08 mm wide. Find the width w of the central bright maximum on a screen 2.5 m away (between the first dark fringes on either side).

λ = 600 nma = 0.08 mmL = 2.5 m
w = mm

3Solutions

1.Kinematics

Answer: v = 112.9 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) = √(2·3.75·1700) = 112.9 m/s

Answer

v = 112.9 m/s
(406.5 km/h)
2.Kinematics

Answer: t = 4.917 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.

−35 = 17·t − ½·9.81·t²
4.905·t² − 17·t − 35 = 0

Solve the quadratic

Only the positive root is physical.

t = (17 + √(17² + 2·9.81·35))/9.81 = 4.917 s

Answer

t = 4.917 s
3.Newton’s laws

Answer: a = 7.007 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

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

a = (9 − 1.5)·9.81/(9 + 1.5) = 7.007 m/s²

Answer

a = 7.007 m/s²
4.Newton’s laws

Answer: d = 6.42 m

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.

Deceleration

Both forces point down the slope; the mass cancels.

a = 9.81·(sin 30° + 0.25·cos 30°) = 7.029 m/s²

Distance

d = v₀²/(2a) = 9.5²/(2·7.029) = 6.42 m

Answer

d = 6.42 m
5.Projectile motion

Answer: v0 = 12.22 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) = √(9.81·15/sin 100°) = 12.22 m/s

Answer

v0 = 12.22 m/s
6.Projectile motion

Answer: t = 3.662 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 = 25·cos 30° = 21.65 m/s
vy = v0·sin θ = 25·sin 30° = 12.5 m/s

Time in the air

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

0 = 20 + 12.5·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (12.5 + √(156.2 + 392.4))/9.81 = 3.662 s

Answer

t = 3.662 s
7.Work & energy

Answer: h = 1.699 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 = 5 cm = 0.05 m
½kx² = ½·2000·0.05² = 2.5 J

Height

m·g = 0.15·9.81 = 1.472 N
h = ½kx²/(mg) = 2.5/1.472 = 1.699 m

Answer

h = 1.699 m
8.Work & energy

Answer: x = 38.04 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·(4 − 0.3·3.5) = 57.88 J

Maximum compression

½kx² = 57.88 → x = √(2·57.88/800) = 0.3804 m = 38.04 cm

Answer

x = 38.04 cm
9.Momentum & collisions

Answer: v′2 = 11.4 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 = 6·14 = 84 kg·m/s

Momentum after

84 = 1·27 + 5·v′2
v′2 = (84 − 27)/5 = 11.4 m/s

Answer

v′2 = 11.4 m/s
10.Momentum & collisions

Answer: Favg = 260 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 = 0.5·(4 + 9) = 6.5 N·s

Average force

Favg = J/Δt = 6.5/0.025 = 260 N

Answer

Favg = 260 N
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 = 3 + 2/2 = 4 m
A = H·b = 2·1.5 = 3 m²
gated = 3 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·4·3 = 117.7 kN

Answer

F = 117.7 kN
12.Hydrostatic force

Answer: ycp = 3.714 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 = 2 + 3/2 = 3.5 m
A = H·b = 3·2 = 6 m²
gated = 2 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 1025·9.81·3.5·6 = 211.2 kN

Centre of pressure

Pressure grows with depth, so the resultant acts below the centroid.

Ic = b·H³/12 = 2·3³/12 = 4.5 m⁴
ycp = yc + Ic/(yc·A) = 3.5 + 4.5/(3.5·6) = 3.714 m

Answer

ycp = 3.714 m
13.Continuity & Bernoulli

Answer: Q = 39.25 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.

Continuity

v1 = v2·(75/150)² = 0.25·v2

Bernoulli between inlet and throat

The pipe is horizontal, so only pressure and velocity change.

p1 − p2 = ½ρv2²(1 − β⁴)
v2 = √(2·37000/(1000·(1 − 0.0625))) = 8.884 m/s
v1 = 2.221 m/s

Flow rate

Q = A2·v2 = 0.004418·8.884 = 0.03925 m³/s = 39.25 L/s

Answer

Q = 39.25 L/s
14.Continuity & Bernoulli

Answer: p2 = 55.3 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 = 1.75·(75/50)² = 3.938 m/s
½ρ(v1² − v2²) = ½·1000·(1.75² − 3.938²)/1000 = −6.221 kPa
ρgΔz = 1000·9.81·8/1000 = 78.48 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 140 + (−6.221) − 78.48 = 55.3 kPa

Answer

p2 = 55.3 kPa
15.Ideal gas law

Answer: P = 256.5 kPa

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

Moles

n = m/M = 120/39.95 = 3.004 mol
T = 35 + 273.15 = 308.1 K

Pressure

P = nRT/V = 3.004·8.314·308.1/0.03 = 256.5 kPa

Answer

P = 256.5 kPa
16.Ideal gas law

Answer: ρ = 3.908 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 170 + 273.15 = 443.1 K

Density

ρ = 450·32/(8.314·443.1) = 3.908 kg/m³

Answer

ρ = 3.908 kg/m³
17.Heat engines & refrigerators

Answer: ηII = 60.43 %

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 = 350 + 273.15 = 623.1 K
TL = 20 + 273.15 = 293.1 K

Carnot efficiency

ηCarnot = 1 − 293.1/623.1 = 52.96 %

Second-law efficiency

ηII = η/ηCarnot = 32/52.96 = 60.43 %

Answer

ηII = 60.43 %
18.Heat engines & refrigerators

Answer: Sgen = 2.95 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 = 3700 − 1295 = 2405 kJ

Absolute temperatures

TH = 450 + 273.15 = 723.1 K
TL = 25 + 273.15 = 298.1 K

Entropy changes of the reservoirs

ΔSH = −3700/723.1 = −5.117 kJ/K
ΔSL = 2405/298.1 = 8.066 kJ/K
Sgen = 8.066 − 5.117 = 2.95 kJ/K

Answer

Sgen = 2.95 kJ/K

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

19.Waves, sound & optics

Answer: θc = 64.79 °

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 = 1.33/1.47 = 0.9048

Critical angle

θc = arcsin(0.9048) = 64.79°

Answer

θc = 64.79°
20.Waves, sound & optics

Answer: w = 37.5 mm

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, …

First dark fringe

y₁ = λL/a = 600 × 10⁻⁹·2.5/(0.08 × 10⁻³) = 18.75 mm

Width of the central maximum

w = 2y₁ = 37.5 mm

Answer

w = 37.5 mm

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