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
policea = 5.5 m/s²car17 m/s

A car speeding at a constant 17 m/s passes a police car standing still. At that moment the police car starts and accelerates uniformly at 5.5 m/s². How long does it take the police car to catch up? Find t.

vcar = 17 m/sapolice = 5.5 m/s²v0,police = 0
t = s
2.KinematicsHard
v₀ = 16 m/s15 m

A ball is thrown straight up at 16 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 = 16 m/sh₀ = 15 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
15 kg35°F = 110 Nμ = 0.1

A 15 kg sled is pulled across level snow by a rope at 35° above the horizontal with a force of 110 N. The coefficient of kinetic friction is 0.1. Use g = 9.81 m/s². Find the acceleration a of the sled.

m = 15 kgF = 110 Nθ = 35°μ = 0.1g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 5.5 kg6 kgθ = 35°

A 5.5 kg block on a ramp at 35° is connected by a light string over a frictionless pulley at the top of the ramp to a hanging 6 kg mass. The hanging mass moves down. The coefficient of kinetic friction between block and ramp is 0.2. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 5.5 kgm2 = 6 kgθ = 35°μ = 0.2g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 38 m/s65°x = ?

A ball is launched at 65° above horizontal from level ground. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 38 m/sθ = 65°g = 9.81 m/s²
x = m
6.Projectile motionHard
h = 25 mv0​ = 26 m/s50°range

A ball is launched at 50° above horizontal from the top of a 25 m cliff. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 26 m/sθ = 50°h = 25 mg = 9.81 m/s²
t = s
7.Work & energyMedium
20°L = 2 m0.5 kg

A 0.5 kg ball hangs on a light string of length 2 m. It is pulled aside until the string makes 20° with the vertical and released from rest. Find the tension T in the string when the ball passes the lowest point.

m = 0.5 kgL = 2 mθ = 20°g = 9.81 m/s²
T = N
8.Work & energyHard
F = 130 N20°μ = 0.115 kg

A 15 kg block starts from rest at the bottom of a 20° slope and is pulled up the slope by a constant force of 130 N parallel to the slope. The coefficient of kinetic friction is 0.1. Find the speed v of the block after it has moved 3 m up the slope.

m = 15 kgF = 130 Nθ = 20°μ = 0.1d = 3 mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
1.5 kgv = ?10 gh = 14 cm

A 10 g bullet is fired horizontally into a 1.5 kg wooden block hanging on light strings, and stays inside it. The block swings up until it is 14 cm higher than at the start. Use g = 9.81 m/s². Find the speed v of the bullet before impact.

m = 10 gM = 1.5 kgh = 14 cmg = 9.81 m/s²
v = m/s
10.Momentum & collisionsHard
1400 kgv1​ = ?1500 kg

A 1400 kg car runs into a parked 1500 kg car. The wrecks lock together and skid 18 m before stopping. The coefficient of kinetic friction between tyres and road is 0.7. Use g = 9.81 m/s². Find the speed v1 of the first car just before the collision.

m1 = 1400 kgm2 = 1500 kgd = 18 mμ = 0.7g = 9.81 m/s²
v1 = m/s
11.Hydrostatic forceMedium
gated = 4 mH = 3 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of water, with its top edge 4 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 4 mH = 3 mb = 1 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 3 mH = 3 m

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

d = 3 mH = 3 mb = 3 mρ = 1260 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
12d1​ = 75 mm, p1​ = 390 kPad2​ = 50 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 75 mm to 50 mm. In the wide section the pressure is 390 kPa and the velocity is 0.75 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 75 mmd2 = 50 mmp1 = 390 kPav1 = 0.75 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 75 mm, p1​ = 170 kPad2​ = 50 mm, p2​ = ?Δz = 6 m

Water flows up through a pipe that narrows from 75 mm to 50 mm while rising 6 m. At section 1 the pressure is 170 kPa and the velocity is 1.25 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 75 mmd2 = 50 mmp1 = 170 kPav1 = 1.25 m/sΔz = 6 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
410 g of HeV = 30 LT = 85 °CP = ?

A tank of 30 L contains 410 g of He at 85 °C. Treat it as an ideal gas and find the pressure P.

m = 410 gM = 4.003 g/molV = 30 LT = 85 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
N₂, M = 28.01 g/molP = 900 kPaT = 100 °Cρ = ?

Find the density ρ of N₂ at 900 kPa and 100 °C, treating it as an ideal gas.

M = 28.01 g/molP = 900 kPaT = 100 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 450 °CTL​ = 20 °CEQH​QL​W

A heat engine works between a hot reservoir at 450 °C and a cold reservoir at 20 °C. Find the highest possible thermal efficiency ηmax.

TH = 450 °CTL = 20 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 30 °CTL​ = -20 °CRQ̇H​Q̇L​ = 5 kWẆ

A refrigerator keeps its cold space at -20 °C in a kitchen at 30 °C, removing heat from the cold space at 5 kW. Find the highest possible coefficient of performance COPmax.

TH = 30 °CTL = -20 °CQ̇L = 5 kW
COPmax =
19.Waves, sound & opticsMedium
θc = ?90°crown glass, n1​ = 1.50ethanol, n2​ = 1.36

Light travels in crown glass (n = 1.50) towards a flat boundary with ethanol (n = 1.36). Find the critical angle θc beyond which it is totally reflected.

n1 = 1.50n2 = 1.36
θc = °
20.Waves, sound & opticsHard
λ = 650 nma = 0.2 mmL = 1 m

Light of wavelength 650 nm passes through a single slit 0.2 mm wide. Find the width w of the central bright maximum on a screen 1 m away (between the first dark fringes on either side).

λ = 650 nma = 0.2 mmL = 1 m
w = mm

3Solutions

1.Kinematics

Answer: t = 6.182 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.

Equal distances

v·t = ½·a·t² → t = 2v/a = 2·17/5.5 = 6.182 s

Answer

t = 6.182 s

At that moment the police car moves at 2v = 34 m/s.

2.Kinematics

Answer: hmax = 28.05 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 = 16²/(2·9.81) = 13.05 m

Height above the ground

hmax = 15 + 13.05 = 28.05 m

Answer

hmax = 28.05 m
3.Newton’s laws

Answer: a = 5.447 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 = 147.2 − 110·sin 35° = 84.06 N

Horizontal forces

m·a = F·cos θ − μ·N = 90.11 − 8.406
a = 81.7/15 = 5.447 m/s²

Answer

a = 5.447 m/s²
4.Newton’s laws

Answer: a = 1.659 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 string

m₂·g = 58.86 N
m₁·g·sin θ = 30.95 N
μ·m₁·g·cos θ = 8.839 N

Acceleration of the system

a = (58.86 − 30.95 − 8.839)/11.5 = 1.659 m/s²

Answer

a = 1.659 m/s²
5.Projectile motion

Answer: x = 112.8 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 = 38·cos 65° = 16.06 m/s
vy = v0·sin θ = 38·sin 65° = 34.44 m/s

Time in the air

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

t = 2·34.44/9.81 = 7.021 s

Horizontal distance

x = vx·t = 16.06·7.021 = 112.8 m

Answer

x = 112.8 m
6.Projectile motion

Answer: t = 5.067 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 = 26·cos 50° = 16.71 m/s
vy = v0·sin θ = 26·sin 50° = 19.92 m/s

Time in the air

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

0 = 25 + 19.92·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (19.92 + √(396.7 + 490.5))/9.81 = 5.067 s

Answer

t = 5.067 s
7.Work & energy

Answer: T = 5.497 N

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). On a circular path the net force towards the centre must equal mv²/r.

Speed at the bottom

v² = 2gL(1 − cos θ) = 2·9.81·2·(1 − cos 20°) = 2.366 m²/s²

Forces at the bottom

m·g = 0.5·9.81 = 4.905 N
T = mg + mv²/L = 4.905 + 0.5·2.366/2 = 5.497 N

Answer

T = 5.497 N

Check: T = mg(3 − 2cos θ) = 5.497 N.

8.Work & energy

Answer: v = 5.132 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).

Forces along the slope

m·g = 15·9.81 = 147.2 N
mg·sin θ = 50.33 N
μ·mg·cos θ = 13.83 N

Work–energy

½mv² = (130 − 64.16)·3 = 197.5 J
v = √(2·197.5/15) = 5.132 m/s

Answer

v = 5.132 m/s
9.Momentum & collisions

Answer: v = 250.3 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.

Swing after impact

V = √(2·g·h) = √(2·9.81·0.14) = 1.657 m/s

Collision

m·v = (m + M)·V → v = (0.01 + 1.5)·1.657/0.01 = 250.3 m/s

Answer

v = 250.3 m/s
10.Momentum & collisions

Answer: v1 = 32.57 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.

Speed after the collision

V = √(2·μ·g·d) = √(2·0.7·9.81·18) = 15.72 m/s

Momentum in the collision

m1·v1 = (m1 + m2)·V → v1 = 2900·15.72/1400 = 32.57 m/s

Answer

v1 = 32.57 m/s
(117.2 km/h)
11.Hydrostatic force

Answer: F = 161.9 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 = 4 + 3/2 = 5.5 m
A = H·b = 3·1 = 3 m²
gated = 4 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·5.5·3 = 161.9 kN

Answer

F = 161.9 kN
12.Hydrostatic force

Answer: F = 500.6 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 = 3 + 3/2 = 4.5 m
A = H·b = 3·3 = 9 m²
gated = 3 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 1260·9.81·4.5·9 = 500.6 kN

Answer

F = 500.6 kN
13.Continuity & Bernoulli

Answer: p2 = 388.9 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 = 0.75·(75/50)² = 1.688 m/s
½ρ(v1² − v2²) = ½·1000·(0.75² − 1.688²)/1000 = −1.143 kPa
p2 = p1 + ½ρ(v1² − v2²) = 390 + (−1.143) = 388.9 kPa

Answer

p2 = 388.9 kPa
14.Continuity & Bernoulli

Answer: p2 = 108 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·(75/50)² = 2.813 m/s
½ρ(v1² − v2²) = ½·1000·(1.25² − 2.813²)/1000 = −3.174 kPa
ρgΔz = 1000·9.81·6/1000 = 58.86 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 170 + (−3.174) − 58.86 = 108 kPa

Answer

p2 = 108 kPa
15.Ideal gas law

Answer: P = 10166 kPa

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

Moles

n = m/M = 410/4.003 = 102.4 mol
T = 85 + 273.15 = 358.1 K

Pressure

P = nRT/V = 102.4·8.314·358.1/0.03 = 10166 kPa

Answer

P = 10166 kPa
16.Ideal gas law

Answer: ρ = 8.126 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 100 + 273.15 = 373.1 K

Density

ρ = 900·28.01/(8.314·373.1) = 8.126 kg/m³

Answer

ρ = 8.126 kg/m³
17.Heat engines & refrigerators

Answer: ηmax = 59.46 %

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 = 450 + 273.15 = 723.1 K
TL = 20 + 273.15 = 293.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 293.1/723.1 = 59.46 %

Answer

ηmax = 59.46 %
18.Heat engines & refrigerators

Answer: COPmax = 5.063

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 = 30 + 273.15 = 303.1 K
TL = -20 + 273.15 = 253.1 K

Best possible COP

COPR,max = TL/(TH − TL) = 253.1/(303.1 − 253.1) = 5.063

Answer

COPmax = 5.063
19.Waves, sound & optics

Answer: θc = 65.05 °

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 = 1.36/1.50 = 0.9067

Critical angle

θc = arcsin(0.9067) = 65.05°

Answer

θc = 65.05°
20.Waves, sound & optics

Answer: w = 6.5 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 = 650 × 10⁻⁹·1/(0.2 × 10⁻³) = 3.25 mm

Width of the central maximum

w = 2y₁ = 6.5 mm

Answer

w = 6.5 mm

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