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)0.9 s16.67

A driver moving at 60 km/h sees an obstacle. Her reaction time is 0.9 s, after which the car brakes with a constant deceleration of 7.5 m/s². Find the total stopping distance d from the moment she sees the obstacle.

v₀ = 60 km/htr = 0.9 sa = −7.5 m/s²
d = m
2.KinematicsHard
v₀ = 15 m/s35 m

A ball is thrown straight up at 15 m/s from the edge of a roof 35 m above the ground. Ignore air resistance and use g = 9.81 m/s². Find the greatest height hmax above the ground.

v₀ = 15 m/sh₀ = 35 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
θ = 30°a = ?m = 12 kg

A 12 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 = 12 kgθ = 30°μ = 0.2g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
θ = 25°blockv₀ = 6 m/s

A block is given a push so that it starts sliding up a ramp at 25° with a speed of 6 m/s. The coefficient of kinetic friction is 0.2. Use g = 9.81 m/s². How far d along the ramp does it slide before it stops?

v₀ = 6 m/sθ = 25°μ = 0.2g = 9.81 m/s²
d = m
5.Projectile motionMedium
v0​ = 32 m/s20°x = ?

A ball is launched at 20° above horizontal from level ground. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 32 m/sθ = 20°g = 9.81 m/s²
x = m
6.Projectile motionHard
h = 20 mv0​ = 10 m/s40°α = ?

A ball is launched at 10 m/s and 40° above the horizontal from the top of a 20 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 = 10 m/sθ = 40°h = 20 mg = 9.81 m/s²
α = °
7.Work & energyMedium
40 km/h

A car travelling at 40 km/h on a level road brakes hard and skids to a stop with its wheels locked. The coefficient of kinetic friction between the tyres and the road is 0.7. Find the stopping distance d.

v = 40 km/hμ = 0.7g = 9.81 m/s²
d = m
8.Work & energyHard
h = 1 mL = 1 mμ = 0.25k = 2000 N/m

A 2.5 kg block is released from rest at height 1 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 1 m long (μ = 0.25) and then runs onto a spring (k = 2000 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 2.5 kgh = 1 mL = 1 mμ = 0.25k = 2000 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
3 kg49 m/s5 kgv′2​ = ?

An 8 kg projectile moving horizontally at 37 m/s explodes into two fragments that move along the same line. The 3 kg fragment continues forwards at 49 m/s. Find the velocity v′2 of the 5 kg fragment (positive in the original direction).

M = 8 kgu = 37 m/sm1 = 3 kgv′1 = 49 m/sm2 = 5 kg
v′2 = m/s
10.Momentum & collisionsHard
26 m/s8 m/s

A 0.3 kg ball hits a wall at 26 m/s and bounces straight back at 8 m/s. The contact lasts 50 ms. Find the average force Favg of the wall on the ball.

m = 0.3 kgvin = 26 m/svout = 8 m/sΔt = 50 ms
Favg = N
11.Hydrostatic forceMedium
gated = 1.5 mH = 1.5 m

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

d = 1.5 mH = 1.5 mb = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 1.5 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 1.5 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 1.5 mH = 1.5 mb = 1.5 mρ = 1260 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 150 mm, p1​ = 400 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 400 kPa and the velocity is 0.75 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 150 mmd2 = 50 mmp1 = 400 kPav1 = 0.75 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 100 mm, p1​ = 320 kPad2​ = 50 mm, p2​ = ?Δz = 9 m

Water flows up through a pipe that narrows from 100 mm to 50 mm while rising 9 m. At section 1 the pressure is 320 kPa and the velocity is 1 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 100 mmd2 = 50 mmp1 = 320 kPav1 = 1 m/sΔz = 9 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
240 g of CH₄P = 450 kPaT = 30 °CV = ?

What volume V does 240 g of CH₄ occupy at 450 kPa and 30 °C? Treat it as an ideal gas.

m = 240 gM = 16.04 g/molP = 450 kPaT = 30 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
N₂, M = 28.01 g/molP = 100 kPaT = 160 °Cρ = ?

Find the density ρ of N₂ at 100 kPa and 160 °C, treating it as an ideal gas.

M = 28.01 g/molP = 100 kPaT = 160 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 650 °CTL​ = 10 °CEQH​QL​W

A heat engine works between a hot reservoir at 650 °C and a cold reservoir at 10 °C. Find the highest possible thermal efficiency ηmax.

TH = 650 °CTL = 10 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 500 °CTL​ = 30 °CEQH​ = 4700 kJQL​ = 2397 kJW = 2303 kJ

A heat engine takes in 4700 kJ of heat from a reservoir at 500 °C, produces 2303 kJ of work and rejects the rest to a reservoir at 30 °C, per cycle. Find the total entropy generated Sgen per cycle.

TH = 500 °CTL = 30 °CQH = 4700 kJW = 2303 kJ
Sgen = kJ/K
19.Waves, sound & opticsMedium
L = ?n = 5

A pipe open at both ends must have its harmonic number 5 at 2144 Hz. The speed of sound is 343 m/s. Find the length L of the pipe.

v = 343 m/sn = 5f5 = 2144 Hz
L = m
20.Waves, sound & opticsHard
θn1​ = 1.52n2​ = 1.47n0​ = 1.00

An optical fibre has a core with n₁ = 1.52 and a cladding with n₂ = 1.47. Find its numerical aperture NA.

n1 = 1.52n2 = 1.47
NA =

3Solutions

1.Kinematics

Answer: d = 33.52 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 = 60/3.6 = 16.67 m/s

Reaction distance

d1 = v₀·tr = 16.67·0.9 = 15 m

Braking distance

d2 = v₀²/(2a) = 16.67²/(2·7.5) = 18.52 m

Total

d = 15 + 18.52 = 33.52 m

Answer

d = 33.52 m
2.Kinematics

Answer: hmax = 46.47 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 = 15²/(2·9.81) = 11.47 m

Height above the ground

hmax = 35 + 11.47 = 46.47 m

Answer

hmax = 46.47 m
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: d = 3.038 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 25° + 0.2·cos 25°) = 5.924 m/s²

Distance

d = v₀²/(2a) = 6²/(2·5.924) = 3.038 m

Answer

d = 3.038 m
5.Projectile motion

Answer: x = 67.1 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 = 32·cos 20° = 30.07 m/s
vy = v0·sin θ = 32·sin 20° = 10.94 m/s

Time in the air

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

t = 2·10.94/9.81 = 2.231 s

Horizontal distance

x = vx·t = 30.07·2.231 = 67.1 m

Answer

x = 67.1 m
6.Projectile motion

Answer: α = 69.8 °

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 = 10·cos 40° = 7.66 m/s
vy0 = 10·sin 40° = 6.428 m/s

Vertical speed at impact

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

vy = √(6.428² + 2·9.81·20) = 20.83 m/s

Impact angle

tan α = vy/vx = 20.83/7.66 → α = 69.8°

Answer

α = 69.8°
7.Work & energy

Answer: d = 8.989 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).

Speed in base units

v = 40/3.6 = 11.11 m/s

Energy balance

½mv² = μmg·d → d = v²/(2μg) = 11.11²/(2·0.7·9.81) = 8.989 m

Answer

d = 8.989 m

Doubling the speed makes the stopping distance four times longer.

8.Work & energy

Answer: x = 13.56 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 = 24.53·(1 − 0.25·1) = 18.39 J

Maximum compression

½kx² = 18.39 → x = √(2·18.39/2000) = 0.1356 m = 13.56 cm

Answer

x = 13.56 cm
9.Momentum & collisions

Answer: v′2 = 29.8 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 = 8·37 = 296 kg·m/s

Momentum after

296 = 3·49 + 5·v′2
v′2 = (296 − 147)/5 = 29.8 m/s

Answer

v′2 = 29.8 m/s
10.Momentum & collisions

Answer: Favg = 204 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 = 0.3·(8 + 26) = 10.2 N·s

Average force

Favg = J/Δt = 10.2/0.05 = 204 N

Answer

Favg = 204 N
11.Hydrostatic force

Answer: F = 49.66 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 + 1.5/2 = 2.25 m
A = H·b = 1.5·1.5 = 2.25 m²
gated = 1.5 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2.25·2.25 = 49.66 kN

Answer

F = 49.66 kN
12.Hydrostatic force

Answer: ycp = 2.333 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 = 1.5 + 1.5/2 = 2.25 m
A = H·b = 1.5·1.5 = 2.25 m²
gated = 1.5 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1260·9.81·2.25·2.25 = 62.58 kN

Centre of pressure

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

Ic = b·H³/12 = 1.5·1.5³/12 = 0.4219 m⁴
ycp = yc + Ic/(yc·A) = 2.25 + 0.4219/(2.25·2.25) = 2.333 m

Answer

ycp = 2.333 m
13.Continuity & Bernoulli

Answer: p2 = 377.5 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 = 0.75·(150/50)² = 6.75 m/s
½ρ(v1² − v2²) = ½·1000·(0.75² − 6.75²)/1000 = −22.5 kPa
p2 = p1 + ½ρ(v1² − v2²) = 400 + (−22.5) = 377.5 kPa

Answer

p2 = 377.5 kPa
14.Continuity & Bernoulli

Answer: p2 = 224.2 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·(100/50)² = 4 m/s
½ρ(v1² − v2²) = ½·1000·(1² − 4²)/1000 = −7.5 kPa
ρgΔz = 1000·9.81·9/1000 = 88.29 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 320 + (−7.5) − 88.29 = 224.2 kPa

Answer

p2 = 224.2 kPa
15.Ideal gas law

Answer: V = 83.8 L

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

Moles

n = 240/16.04 = 14.96 mol
T = 30 + 273.15 = 303.1 K

Volume

V = nRT/P = 14.96·8.314·303.1/450 = 83.8 L

Answer

V = 83.8 L
16.Ideal gas law

Answer: ρ = 0.7778 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 160 + 273.15 = 433.1 K

Density

ρ = 100·28.01/(8.314·433.1) = 0.7778 kg/m³

Answer

ρ = 0.7778 kg/m³
17.Heat engines & refrigerators

Answer: ηmax = 69.33 %

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 = 650 + 273.15 = 923.1 K
TL = 10 + 273.15 = 283.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 283.1/923.1 = 69.33 %

Answer

ηmax = 69.33 %
18.Heat engines & refrigerators

Answer: Sgen = 1.828 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 = 4700 − 2303 = 2397 kJ

Absolute temperatures

TH = 500 + 273.15 = 773.1 K
TL = 30 + 273.15 = 303.1 K

Entropy changes of the reservoirs

ΔSH = −4700/773.1 = −6.079 kJ/K
ΔSL = 2397/303.1 = 7.907 kJ/K
Sgen = 7.907 − 6.079 = 1.828 kJ/K

Answer

Sgen = 1.828 kJ/K

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

19.Waves, sound & optics

Answer: L = 0.4 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 = 343/2144 = 0.16 m

Length

L = nλ/2 = 5·0.16/2 = 0.4 m

Answer

L = 0.4 m
20.Waves, sound & optics

Answer: NA = 0.3867

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.

Critical angle at the cladding

sin θc = 1.47/1.52 = 0.9671 → θc = 75.26°

Numerical aperture

NA = √(1.52² − 1.47²) = 0.3867

Answer

NA = 0.3867

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