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)0.6 s25

A driver moving at 90 km/h sees an obstacle. Her reaction time is 0.6 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 = 90 km/htr = 0.6 sa = −7.5 m/s²
d = m
2.KinematicsHard
d = ?

A stone is dropped from rest into a well. The splash is heard 3.7 s after the stone is released. The speed of sound is 343 m/s; ignore air resistance and use g = 9.81 m/s². Find the depth d of the well.

ttotal = 3.7 svsound = 343 m/sg = 9.81 m/s²
d = m
3.Newton’s lawsMedium
θ = 40°a = ?m = 3 kg

A 3 kg block slides down a slope at 40° 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 = 3 kgθ = 40°μ = 0.2g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 4 kg3 kgμ = 0.3

A 4 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 3 kg mass. The coefficient of kinetic friction between block and table is 0.3. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 4 kgm2 = 3 kgμ = 0.3g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 12 m/s30°rangeH = ?

A ball is launched at 30° above horizontal from level ground. Ignore air resistance. Find the maximum height H the ball reaches.

v0 = 12 m/sθ = 30°g = 9.81 m/s²
H = m
6.Projectile motionHard
h = 50 mv0​ = 34 m/s20°H = ?

A ball is launched at 34 m/s and 20° above the horizontal from the top of a 50 m cliff. Ignore air resistance and use g = 9.81 m/s². Find the greatest height H above the ground at the foot of the cliff.

v₀ = 34 m/sθ = 20°h = 50 mg = 9.81 m/s²
H = m
7.Work & energyMedium
40°d = 8 mμ = 0.2

A 0.5 kg block slides 8 m down a slope at 40° to the horizontal, with a coefficient of kinetic friction of 0.2. Find the work Wf done against friction.

m = 0.5 kgθ = 40°μ = 0.2d = 8 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
k = 2000 N/m20°μ = 0.11 kg

A spring of stiffness 2000 N/m at the bottom of a 20° slope is compressed by 15 cm against a 1 kg block and released. The coefficient of kinetic friction between block and slope is 0.1. How far d up the slope does the block travel from the release point before it stops? (Ignore the short distance over which the spring pushes, i.e. take friction and gravity over the whole distance d.)

m = 1 kgk = 2000 N/mx = 15 cmθ = 20°μ = 0.1g = 9.81 m/s²
d = m
9.Momentum & collisionsMedium
1.5 kg7 m/s4 kg

A 1.5 kg glider moving at 7 m/s makes a perfectly elastic head-on collision with a 4 kg glider at rest on a frictionless track. Find the velocity v′1 of the first glider after the collision (positive in its original direction).

m1 = 1.5 kgm2 = 4 kgv1 = 7 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
1000 kgv1​ = ?1100 kg

A 1000 kg car runs into a parked 1100 kg car. The wrecks lock together and skid 19.5 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 = 1000 kgm2 = 1100 kgd = 19.5 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 = 4 mH = 1 m

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

d = 4 mH = 1 mb = 1 mρ = 880 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
12d1​ = 100 mm, p1​ = 100 kPad2​ = 50 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 100 mm to 50 mm. In the wide section the pressure is 100 kPa and the velocity is 2.25 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 100 mmd2 = 50 mmp1 = 100 kPav1 = 2.25 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
C211.5 m2 md = 20 mmQ = ?

A hose with an inner diameter of 20 mm siphons water from an open tank. The highest point C of the hose is 1.5 m above the water surface, and the outlet (open to the air) is 2 m below the water surface. Ignore losses and take g = 9.81 m/s². Find the flow rate Q.

d = 20 mmzC = +1.5 mz2 = −2 mg = 9.81 m/s²
Q = L/s
15.Ideal gas lawMedium
50 g of O₂V = 10 LT = 75 °CP = ?

A tank of 10 L contains 50 g of O₂ at 75 °C. Treat it as an ideal gas and find the pressure P.

m = 50 gM = 32 g/molV = 10 LT = 75 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
CO₂, M = 44.01 g/molP = 150 kPaT = 20 °Cρ = ?

Find the density ρ of CO₂ at 150 kPa and 20 °C, treating it as an ideal gas.

M = 44.01 g/molP = 150 kPaT = 20 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 40 °CTL​ = 2 °CRQ̇H​ = ?Q̇L​ = 9.5 kWẆ

A reversible refrigerator keeps a cold room at 2 °C by removing 9.5 kW of heat, and rejects heat to the surroundings at 40 °C. Find the rate Q̇H at which it rejects heat.

TL = 2 °CTH = 40 °CQ̇L = 9.5 kW
Q̇H = kW
18.Heat engines & refrigeratorsHard
TH​ = 22 °CTL​ = -5 °CHPQ̇H​ = 12 kWQ̇L​Ẇ

A heat pump keeps a house at 22 °C while it is -5 °C outside, delivering 12 kW of heat to the house. Find the highest possible coefficient of performance COPmax.

TH = 22 °CTL = -5 °CQ̇H = 12 kW
COPmax =
19.Waves, sound & opticsMedium
FF3 cmdo​ = 8 cmf = 15 cm

An object 3 cm tall stands 8 cm in front of a thin converging lens with a focal length of 15 cm. Find the image height hi (negative for an inverted image).

ho = 3 cmdo = 8 cmf = 15 cm
hi = cm
20.Waves, sound & opticsHard
λ = 650 nma = 0.12 mmL = 1.5 m

Light of wavelength 650 nm passes through a single slit 0.12 mm wide. Find the width w of the central bright maximum on a screen 1.5 m away (between the first dark fringes on either side).

λ = 650 nma = 0.12 mmL = 1.5 m
w = mm

3Solutions

1.Kinematics

Answer: d = 56.67 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 = 90/3.6 = 25 m/s

Reaction distance

d1 = v₀·tr = 25·0.6 = 15 m

Braking distance

d2 = v₀²/(2a) = 25²/(2·7.5) = 41.67 m

Total

d = 15 + 41.67 = 56.67 m

Answer

d = 56.67 m
2.Kinematics

Answer: d = 60.86 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.

Two parts of the time

½·9.81·t₁² = 343·(3.7 − t₁)
4.905·t₁² + 343·t₁ − 1269 = 0

Fall time

Only the positive root is physical.

t₁ = (−343 + √(343² + 4·4.905·1269))/(2·4.905) = 3.523 s

Depth

d = ½·9.81·3.523² = 60.86 m

Answer

d = 60.86 m
3.Newton’s laws

Answer: a = 4.803 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 40° − 0.2·cos 40°) = 9.81·(0.6428 − 0.1532) = 4.803 m/s²

Answer

a = 4.803 m/s²
4.Newton’s laws

Answer: T = 21.86 N

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 of the system

a = (m2·g − μ·m1·g)/(m1 + m2) = (29.43 − 11.77)/7 = 2.523 m/s²

Tension from the block on the table

T − μ·m1·g = m1·a
T = 4·2.523 + 11.77 = 21.86 N

Answer

T = 21.86 N
5.Projectile motion

Answer: H = 1.835 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 = 12·cos 30° = 10.39 m/s
vy = v0·sin θ = 12·sin 30° = 6 m/s

Highest point

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

H = vy²/(2g) = 6²/(2·9.81) = 1.835 m

Answer

H = 1.835 m
6.Projectile motion

Answer: H = 56.89 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.

Vertical launch speed

vy = 34·sin 20° = 11.63 m/s

Rise above the cliff

Δh = vy²/(2g) = 11.63²/(2·9.81) = 6.892 m

Height above the ground

H = 50 + 6.892 = 56.89 m

Answer

H = 56.89 m
7.Work & energy

Answer: Wf = 6.012 J

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).

Friction force

N = mg·cos θ = 4.905·0.766 = 3.757 N
F = μN = 0.2·3.757 = 0.7515 N

Work against friction

Wf = F·d = 0.7515·8 = 6.012 J

Answer

Wf = 6.012 J
8.Work & energy

Answer: d = 5.261 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 = 15 cm = 0.15 m
½kx² = ½·2000·0.15² = 22.5 J

Energy balance along the slope

m·g = 1·9.81 = 9.81 N
½kx² = mg·d·(sin θ + μ·cos θ)
d = 22.5/(9.81·(0.342 + 0.1·0.9397)) = 5.261 m

Answer

d = 5.261 m
9.Momentum & collisions

Answer: v′1 = −3.182 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.

Elastic collision with a target at rest

Solving momentum and energy conservation together gives these two results.

v′1 = (1.5 − 4)/(1.5 + 4)·7 = −3.182 m/s
v′2 = 2·1.5/(1.5 + 4)·7 = 3.818 m/s

Answer

v′1 = −3.182 m/s

The minus sign means the first glider bounces back.

10.Momentum & collisions

Answer: v1 = 34.37 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) = √(2·0.7·9.81·19.5) = 16.36 m/s

Momentum in the collision

m1·v1 = (m1 + m2)·V → v1 = 2100·16.36/1000 = 34.37 m/s

Answer

v1 = 34.37 m/s
(123.7 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 = 38.85 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 + 1/2 = 4.5 m
A = H·b = 1·1 = 1 m²
gated = 4 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 880·9.81·4.5·1 = 38.85 kN

Answer

F = 38.85 kN
13.Continuity & Bernoulli

Answer: p2 = 62.03 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 = 2.25·(100/50)² = 9 m/s
½ρ(v1² − v2²) = ½·1000·(2.25² − 9²)/1000 = −37.97 kPa
p2 = p1 + ½ρ(v1² − v2²) = 100 + (−37.97) = 62.03 kPa

Answer

p2 = 62.03 kPa
14.Continuity & Bernoulli

Answer: Q = 1.968 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.

Velocity in the hose

Surface and outlet are both open to the air, so the pressure terms cancel.

v = √(2g·2) = √(2·9.81·2) = 6.264 m/s

Flow rate

Q = A·v = 0.0003142·6.264 = 0.001968 m³/s = 1.968 L/s

Answer

Q = 1.968 L/s
15.Ideal gas law

Answer: P = 452.3 kPa

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

Moles

n = m/M = 50/32 = 1.563 mol
T = 75 + 273.15 = 348.1 K

Pressure

P = nRT/V = 1.563·8.314·348.1/0.01 = 452.3 kPa

Answer

P = 452.3 kPa
16.Ideal gas law

Answer: ρ = 2.709 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 20 + 273.15 = 293.1 K

Density

ρ = 150·44.01/(8.314·293.1) = 2.709 kg/m³

Answer

ρ = 2.709 kg/m³
17.Heat engines & refrigerators

Answer: Q̇H = 10.81 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 = 40 + 273.15 = 313.1 K
TL = 2 + 273.15 = 275.1 K

Reversible heat ratio

Q̇H = Q̇L·TH/TL = 9.5·313.1/275.1 = 10.81 kW

Answer

Q̇H = 10.81 kW

Power input: Ẇ = 1.312 kW.

18.Heat engines & refrigerators

Answer: COPmax = 10.93

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 = 22 + 273.15 = 295.1 K
TL = -5 + 273.15 = 268.1 K

Best possible COP

COPHP,max = TH/(TH − TL) = 295.1/(295.1 − 268.1) = 10.93

Answer

COPmax = 10.93
19.Waves, sound & optics

Answer: hi = 6.429 cm

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.

Thin-lens equation

1/di = 1/f − 1/do = 1/15 − 1/8
di = −17.14 cm
FF8 cmf = 15 cm

Magnification and height

m = −(−17.14)/8 = 2.143
hi = 2.143·3 = 6.429 cm

Answer

hi = 6.429 cm
20.Waves, sound & optics

Answer: w = 16.25 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 × 10⁻⁹·1.5/(0.12 × 10⁻³) = 8.125 mm

Width of the central maximum

w = 2y₁ = 16.25 mm

Answer

w = 16.25 mm

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