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)t = ?20

A car driving at 72 km/h brakes with a constant deceleration of 7.5 m/s² until it stops. How long does braking take? Find t.

v₀ = 72 km/ha = −7.5 m/s²v = 0
t = s
2.KinematicsHard
v₀ = 13 m/s15 m

A ball is thrown straight up at 13 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 = 13 m/sh₀ = 15 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
θ = 35°40 kgF = ?

A 40 kg box is pushed up a ramp at 35° to the horizontal at constant speed, by a force parallel to the ramp. The coefficient of kinetic friction is 0.15. Use g = 9.81 m/s². Find the pushing force F.

m = 40 kgθ = 35°μ = 0.15g = 9.81 m/s²
F = N
4.Newton’s lawsHard
m1​ = 6 kg5.5 kgμ = 0.25

A 6 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 5.5 kg mass. The coefficient of kinetic friction between block and table is 0.25. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 6 kgm2 = 5.5 kgμ = 0.25g = 9.81 m/s²
T = N
5.Projectile motionMedium
70 my = ?v0​ = 34 m/s40°

A ball is kicked from level ground at 34 m/s and 40° above the horizontal towards a wall 70 m away. Ignore air resistance and use g = 9.81 m/s². At what height y does the ball pass the wall?

v₀ = 34 m/sθ = 40°x = 70 mg = 9.81 m/s²
y = m
6.Projectile motionHard
h = 15 mv0​ = 23 m/s35°range

A ball is launched at 35° above horizontal from the top of a 15 m cliff. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 23 m/sθ = 35°h = 15 mg = 9.81 m/s²
t = s
7.Work & energyMedium
25°d = 8 mμ = 0.15

A 4 kg block slides 8 m down a slope at 25° to the horizontal, with a coefficient of kinetic friction of 0.15. Find the work Wf done against friction.

m = 4 kgθ = 25°μ = 0.15d = 8 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
k = 2000 N/m30°μ = 0.33 kg

A spring of stiffness 2000 N/m at the bottom of a 30° slope is compressed by 12 cm against a 3 kg block and released. The coefficient of kinetic friction between block and slope is 0.3. 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 = 3 kgk = 2000 N/mx = 12 cmθ = 30°μ = 0.3g = 9.81 m/s²
d = m
9.Momentum & collisionsMedium
4.5 kg12 m/s3 kg

A 4.5 kg glider moving at 12 m/s makes a perfectly elastic head-on collision with a 3 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 = 4.5 kgm2 = 3 kgv1 = 12 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
27 m/s19 m/s

A 0.45 kg ball hits a wall at 27 m/s and bounces straight back at 19 m/s. The contact lasts 5 ms. Find the average force Favg of the wall on the ball.

m = 0.45 kgvin = 27 m/svout = 19 m/sΔt = 5 ms
Favg = N
11.Hydrostatic forceMedium
gated = 1 mH = 2.5 m

A vertical rectangular gate 1 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 = 1 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 0.5 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 0.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 0.5 mH = 1.5 mb = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
d1​ = 150 mmd2​ = 75 mm12p1​ − p2​ = 18 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 18 kPa higher than at the throat. Ignoring losses, find the flow rate Q.

d1 = 150 mmd2 = 75 mmp1 − p2 = 18 kPaρ = 1000 kg/m³
Q = L/s
14.Continuity & BernoulliHard
12d1​ = 75 mm, p1​ = 250 kPad2​ = 50 mm, p2​ = ?Δz = 3 m

Water flows up through a pipe that narrows from 75 mm to 50 mm while rising 3 m. At section 1 the pressure is 250 kPa and the velocity is 1.75 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 75 mmd2 = 50 mmp1 = 250 kPav1 = 1.75 m/sΔz = 3 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
10 g of CH₄P = 300 kPaT = 100 °CV = ?

What volume V does 10 g of CH₄ occupy at 300 kPa and 100 °C? Treat it as an ideal gas.

m = 10 gM = 16.04 g/molP = 300 kPaT = 100 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
State 1State 2

A fixed amount of CH₄ goes from 250 kPa, 5 L, 30 °C to 750 kPa and 140 °C. Find the new volume V2.

P1 = 250 kPaV1 = 5 LT1 = 30 °CP2 = 750 kPaT2 = 140 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 750 °CTL​ = ?EQH​ = 1000 kJQL​ = 316 kJW

A reversible (Carnot) heat engine takes in 1000 kJ of heat from a reservoir at 750 °C and rejects 316 kJ per cycle. Find the temperature TL of the cold reservoir in °C.

TH = 750 °CQH = 1000 kJQL = 316 kJ
TL = °C
18.Heat engines & refrigeratorsHard
TH​ = 55 °CTL​ = 7 °CHPQ̇H​ = 8.5 kWQ̇L​Ẇ = ?

A heat pump delivers 8.5 kW of heat to a heating system at 55 °C, taking heat from a source at 7 °C. Its actual COP is 40% of the Carnot COP between these temperatures. Find the electrical power Ẇ it uses.

TH = 55 °CTL = 7 °CηII = 40%Q̇H = 8.5 kW
Ẇ = kW
19.Waves, sound & opticsMedium
L = 0.6 mn = 1

A pipe closed at one end is 0.6 m long. The speed of sound is 343 m/s. Find the frequency f1 of its fundamental (first harmonic).

v = 343 m/sn = 1L = 0.6 m
f1 = Hz
20.Waves, sound & opticsHard
λ = 633 nma = 0.05 mmL = 3 m

Light of wavelength 633 nm passes through a single slit 0.05 mm wide. Find the width w of the central bright maximum on a screen 3 m away (between the first dark fringes on either side).

λ = 633 nma = 0.05 mmL = 3 m
w = mm

3Solutions

1.Kinematics

Answer: t = 2.667 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.

Units

v₀ = 72/3.6 = 20 m/s

Braking time

0 = v₀ − a·t → t = v₀/a = 20/7.5 = 2.667 s

Answer

t = 2.667 s
2.Kinematics

Answer: hmax = 23.61 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 = 13²/(2·9.81) = 8.614 m

Height above the ground

hmax = 15 + 8.614 = 23.61 m

Answer

hmax = 23.61 m
3.Newton’s laws

Answer: F = 273.3 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.

Forces along the slope

Constant speed: the forces balance.

F = m·g·sin θ + μ·m·g·cos θ

Pushing force

F = 225.1 + 48.22 = 273.3 N

Answer

F = 273.3 N
4.Newton’s laws

Answer: T = 35.19 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) = (53.96 − 14.71)/11.5 = 3.412 m/s²

Tension from the block on the table

T − μ·m1·g = m1·a
T = 6·3.412 + 14.71 = 35.19 N

Answer

T = 35.19 N
5.Projectile motion

Answer: y = 23.31 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.

Time to the wall

vx = 34·cos 40° = 26.05 m/s
t = x/vx = 70/26.05 = 2.688 s

Height at that time

y = 21.85·2.688 − ½·9.81·2.688² = 23.31 m

Answer

y = 23.31 m

The ball is already on its way down at the wall.

6.Projectile motion

Answer: t = 3.551 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 = 23·cos 35° = 18.84 m/s
vy = v0·sin θ = 23·sin 35° = 13.19 m/s

Time in the air

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

0 = 15 + 13.19·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (13.19 + √(174 + 294.3))/9.81 = 3.551 s

Answer

t = 3.551 s
7.Work & energy

Answer: Wf = 42.68 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 = 39.24·0.9063 = 35.56 N
F = μN = 0.15·35.56 = 5.335 N

Work against friction

Wf = F·d = 5.335·8 = 42.68 J

Answer

Wf = 42.68 J
8.Work & energy

Answer: d = 0.644 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 = 12 cm = 0.12 m
½kx² = ½·2000·0.12² = 14.4 J

Energy balance along the slope

m·g = 3·9.81 = 29.43 N
½kx² = mg·d·(sin θ + μ·cos θ)
d = 14.4/(29.43·(0.5 + 0.3·0.866)) = 0.644 m

Answer

d = 0.644 m
9.Momentum & collisions

Answer: v′1 = 2.4 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.

Elastic collision with a target at rest

Solving momentum and energy conservation together gives these two results.

v′1 = (4.5 − 3)/(4.5 + 3)·12 = 2.4 m/s
v′2 = 2·4.5/(4.5 + 3)·12 = 14.4 m/s

Answer

v′1 = 2.4 m/s
10.Momentum & collisions

Answer: Favg = 4140 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 = 0.45·(19 + 27) = 20.7 N·s

Average force

Favg = J/Δt = 20.7/0.005 = 4140 N

Answer

Favg = 4140 N
11.Hydrostatic force

Answer: F = 55.18 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 = 2.5·1 = 2.5 m²
gated = 1 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2.25·2.5 = 55.18 kN

Answer

F = 55.18 kN
12.Hydrostatic force

Answer: F = 27.59 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 + 1.5/2 = 1.25 m
A = H·b = 1.5·1.5 = 2.25 m²
gated = 0.5 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·1.25·2.25 = 27.59 kN

Answer

F = 27.59 kN
13.Continuity & Bernoulli

Answer: Q = 27.38 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 = √(2·18000/(1000·(1 − 0.0625))) = 6.197 m/s
v1 = 1.549 m/s

Flow rate

Q = A2·v2 = 0.004418·6.197 = 0.02738 m³/s = 27.38 L/s

Answer

Q = 27.38 L/s
14.Continuity & Bernoulli

Answer: p2 = 214.3 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 = 1000·9.81·3/1000 = 29.43 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 250 + (−6.221) − 29.43 = 214.3 kPa

Answer

p2 = 214.3 kPa
15.Ideal gas law

Answer: V = 6.447 L

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

Moles

n = 10/16.04 = 0.6234 mol
T = 100 + 273.15 = 373.1 K

Volume

V = nRT/P = 0.6234·8.314·373.1/300 = 6.447 L

Answer

V = 6.447 L
16.Ideal gas law

Answer: V2 = 2.271 L

Combined gas law: for a fixed amount of ideal gas, P1V1/T1 = P2V2/T2.

Absolute temperatures

T1 = 303.1 K, T2 = 413.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 5·(250/750)·(413.1/303.1) = 2.271 L

Answer

V2 = 2.271 L
17.Heat engines & refrigerators

Answer: TL = 50.17 °C

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 temperature of the source

TH = 750 + 273.15 = 1023 K

Reversible heat ratio

TL = TH·QL/QH = 1023·316/1000 = 323.3 K = 50.17 °C

Answer

TL = 50.17 °C
18.Heat engines & refrigerators

Answer: Ẇ = 3.108 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 = 55 + 273.15 = 328.1 K
TL = 7 + 273.15 = 280.1 K

Carnot and actual COP

COPmax = 328.1/(328.1 − 280.1) = 6.836
COP = 0.4·6.836 = 2.735

Power input

Ẇ = Q̇H/COP = 8.5/2.735 = 3.108 kW

Answer

Ẇ = 3.108 kW
19.Waves, sound & optics

Answer: f1 = 142.9 Hz

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 of this mode

λ = 4L/n = 4·0.6/1 = 2.4 m

Frequency

f = v/λ = 343/2.4 = 142.9 Hz

Answer

f1 = 142.9 Hz
20.Waves, sound & optics

Answer: w = 75.96 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 = 633 × 10⁻⁹·3/(0.05 × 10⁻³) = 37.98 mm

Width of the central maximum

w = 2y₁ = 75.96 mm

Answer

w = 75.96 mm

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