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 = 3.25 m/s²s = 1100 m

A plane starts from rest and accelerates uniformly at 3.25 m/s² along a runway. Find its speed v after 1100 m.

v₀ = 0a = 3.25 m/s²s = 1100 m
v = m/s
2.KinematicsHard
d = ?

A stone is dropped from rest into a well. The splash is heard 4.6 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 = 4.6 svsound = 343 m/sg = 9.81 m/s²
d = m
3.Newton’s lawsMedium
6.5 kg5.5 kg

Masses of 6.5 kg and 5.5 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 = 6.5 kgm2 = 5.5 kgg = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
θ = 35°blockv₀ = 4.5 m/s

A block is given a push so that it starts sliding up a ramp at 35° with a speed of 4.5 m/s. The coefficient of kinetic friction is 0.15. Use g = 9.81 m/s². How far d along the ramp does it slide before it stops?

v₀ = 4.5 m/sθ = 35°μ = 0.15g = 9.81 m/s²
d = m
5.Projectile motionMedium
64 my = ?v0​ = 28 m/s45°

A ball is kicked from level ground at 28 m/s and 45° above the horizontal towards a wall 64 m away. Ignore air resistance and use g = 9.81 m/s². At what height y does the ball pass the wall?

v₀ = 28 m/sθ = 45°x = 64 mg = 9.81 m/s²
y = m
6.Projectile motionHard
h = 40 mv0​ = 26 m/s60°H = ?

A ball is launched at 26 m/s and 60° above the horizontal from the top of a 40 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 = 26 m/sθ = 60°h = 40 mg = 9.81 m/s²
H = m
7.Work & energyMedium
90°L = 1 m10 kg

A 10 kg ball hangs on a light string of length 1 m. It is pulled aside until the string makes 90° with the vertical and released from rest. Find the tension T in the string when the ball passes the lowest point.

m = 10 kgL = 1 mθ = 90°g = 9.81 m/s²
T = N
8.Work & energyHard
h = 6.5 mR = 2.5 mv = ?

A 1 kg cart is released from rest at a height of 6.5 m on a smooth track that leads into a vertical circular loop of radius 2.5 m. Find the speed v of the cart at the top of the loop.

m = 1 kgh = 6.5 mR = 2.5 mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
1800 kg13 m/s1100 kg

A 1800 kg car moving at 13 m/s runs into a stationary 1100 kg car and the two lock together. How much kinetic energy ΔK is lost in the collision?

m1 = 1800 kgv1 = 13 m/sm2 = 1100 kgv2 = 0
ΔK = J
10.Momentum & collisionsHard
900 kgv1​ = ?2000 kg

A 900 kg car runs into a parked 2000 kg car. The wrecks lock together and skid 18 m before stopping. The coefficient of kinetic friction between tyres and road is 0.5. Use g = 9.81 m/s². Find the speed v1 of the first car just before the collision.

m1 = 900 kgm2 = 2000 kgd = 18 mμ = 0.5g = 9.81 m/s²
v1 = m/s
11.Hydrostatic forceMedium
gated = 4 mH = 2.5 m

A vertical rectangular gate 1.5 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 = 2.5 mb = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 1.5 mH = 1 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of water, 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 mb = 1 mρ = 1000 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 200 mm, p1​ = 310 kPad2​ = 100 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 200 mm to 100 mm. In the wide section the pressure is 310 kPa and the velocity is 3 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 200 mmd2 = 100 mmp1 = 310 kPav1 = 3 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 75 mm, p1​ = 140 kPad2​ = 50 mm, p2​ = ?Δz = 9 m

Water flows up through a pipe that narrows from 75 mm to 50 mm while rising 9 m. At section 1 the pressure is 140 kPa and the velocity is 2.75 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 75 mmd2 = 50 mmp1 = 140 kPav1 = 2.75 m/sΔz = 9 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
20 g of O₂V = 20 LT = 60 °CP = ?

A tank of 20 L contains 20 g of O₂ at 60 °C. Treat it as an ideal gas and find the pressure P.

m = 20 gM = 32 g/molV = 20 LT = 60 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
State 1State 2

A fixed amount of CO₂ goes from 350 kPa, 2 L, 30 °C to 100 kPa and 100 °C. Find the new volume V2.

P1 = 350 kPaV1 = 2 LT1 = 30 °CP2 = 100 kPaT2 = 100 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 700 °CTL​ = 25 °CEQH​QL​W

A heat engine works between a hot reservoir at 700 °C and a cold reservoir at 25 °C. Find the highest possible thermal efficiency ηmax.

TH = 700 °CTL = 25 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 45 °CTL​ = 2 °CHPQ̇H​ = 17.5 kWQ̇L​Ẇ = ?

A heat pump delivers 17.5 kW of heat to a heating system at 45 °C, taking heat from a source at 2 °C. Its actual COP is 40% of the Carnot COP between these temperatures. Find the electrical power Ẇ it uses.

TH = 45 °CTL = 2 °CηII = 40%Q̇H = 17.5 kW
Ẇ = kW
19.Waves, sound & opticsMedium
L = 1 mn = 1

A pipe open at both ends is 1 m long. The speed of sound is 343 m/s. Find the frequency f1 of its fundamental (first harmonic).

v = 343 m/sn = 1L = 1 m
f1 = Hz
20.Waves, sound & opticsHard
θa​ = ?n1​ = 1.52n2​ = 1.44n0​ = 1.00

An optical fibre has a core with n₁ = 1.52 and a cladding with n₂ = 1.44. Find the largest angle θa to the fibre axis at which light from air can enter the end of the fibre and still be guided by total internal reflection.

n1 = 1.52n2 = 1.44n0 = 1.00
θa = °

3Solutions

1.Kinematics

Answer: v = 84.56 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) = √(2·3.25·1100) = 84.56 m/s

Answer

v = 84.56 m/s
(304.4 km/h)
2.Kinematics

Answer: d = 92.03 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·(4.6 − t₁)
4.905·t₁² + 343·t₁ − 1578 = 0

Fall time

Only the positive root is physical.

t₁ = (−343 + √(343² + 4·4.905·1578))/(2·4.905) = 4.332 s

Depth

d = ½·9.81·4.332² = 92.03 m

Answer

d = 92.03 m
3.Newton’s laws

Answer: a = 0.8175 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 = (6.5 − 5.5)·9.81/(6.5 + 5.5) = 0.8175 m/s²

Answer

a = 0.8175 m/s²
4.Newton’s laws

Answer: d = 1.482 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 35° + 0.15·cos 35°) = 6.832 m/s²

Distance

d = v₀²/(2a) = 4.5²/(2·6.832) = 1.482 m

Answer

d = 1.482 m
5.Projectile motion

Answer: y = 12.75 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 = 28·cos 45° = 19.8 m/s
t = x/vx = 64/19.8 = 3.232 s

Height at that time

y = 19.8·3.232 − ½·9.81·3.232² = 12.75 m

Answer

y = 12.75 m

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

6.Projectile motion

Answer: H = 65.84 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 = 26·sin 60° = 22.52 m/s

Rise above the cliff

Δh = vy²/(2g) = 22.52²/(2·9.81) = 25.84 m

Height above the ground

H = 40 + 25.84 = 65.84 m

Answer

H = 65.84 m
7.Work & energy

Answer: T = 294.3 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) = 2·9.81·1·(1 − cos 90°) = 19.62 m²/s²

Forces at the bottom

m·g = 10·9.81 = 98.1 N
T = mg + mv²/L = 98.1 + 10·19.62/1 = 294.3 N

Answer

T = 294.3 N

Check: T = mg(3 − 2cos θ) = 294.3 N.

8.Work & energy

Answer: v = 5.425 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). On a circular path the net force towards the centre must equal mv²/r.

Speed at the top

v² = 2g(h − 2R) = 2·9.81·(6.5 − 5) = 29.43 m²/s²
v = 5.425 m/s

Answer

v = 5.425 m/s

The cart just makes it round when h = 2.5R; then N = 0 at the top.

9.Momentum & collisions

Answer: ΔK = 57693 J

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.

Common velocity

v′ = m1·v1/(m1 + m2) = 1800·13/2900 = 8.069 m/s

Kinetic energy before and after

Kbefore = ½·1800·13² = 152100 J
Kafter = ½·2900·8.069² = 94407 J

Energy lost

ΔK = 152100 − 94407 = 57693 J

Answer

ΔK = 57693 J

The lost energy goes into deformation, heat and sound.

10.Momentum & collisions

Answer: v1 = 42.82 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) = √(2·0.5·9.81·18) = 13.29 m/s

Momentum in the collision

m1·v1 = (m1 + m2)·V → v1 = 2900·13.29/900 = 42.82 m/s

Answer

v1 = 42.82 m/s
(154.1 km/h)
11.Hydrostatic force

Answer: F = 193.1 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 + 2.5/2 = 5.25 m
A = H·b = 2.5·1.5 = 3.75 m²
gated = 4 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·5.25·3.75 = 193.1 kN

Answer

F = 193.1 kN
12.Hydrostatic force

Answer: ycp = 2.042 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 + 1/2 = 2 m
A = H·b = 1·1 = 1 m²
gated = 1.5 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2·1 = 19.62 kN

Centre of pressure

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

Ic = b·H³/12 = 1·1³/12 = 0.08333 m⁴
ycp = yc + Ic/(yc·A) = 2 + 0.08333/(2·1) = 2.042 m

Answer

ycp = 2.042 m
13.Continuity & Bernoulli

Answer: p2 = 242.5 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 = 3·(200/100)² = 12 m/s
½ρ(v1² − v2²) = ½·1000·(3² − 12²)/1000 = −67.5 kPa
p2 = p1 + ½ρ(v1² − v2²) = 310 + (−67.5) = 242.5 kPa

Answer

p2 = 242.5 kPa
14.Continuity & Bernoulli

Answer: p2 = 36.35 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 = 2.75·(75/50)² = 6.188 m/s
½ρ(v1² − v2²) = ½·1000·(2.75² − 6.188²)/1000 = −15.36 kPa
ρgΔz = 1000·9.81·9/1000 = 88.29 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 140 + (−15.36) − 88.29 = 36.35 kPa

Answer

p2 = 36.35 kPa
15.Ideal gas law

Answer: P = 86.56 kPa

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

Moles

n = m/M = 20/32 = 0.625 mol
T = 60 + 273.15 = 333.1 K

Pressure

P = nRT/V = 0.625·8.314·333.1/0.02 = 86.56 kPa

Answer

P = 86.56 kPa
16.Ideal gas law

Answer: V2 = 8.616 L

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

Absolute temperatures

T1 = 303.1 K, T2 = 373.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 2·(350/100)·(373.1/303.1) = 8.616 L

Answer

V2 = 8.616 L
17.Heat engines & refrigerators

Answer: ηmax = 69.36 %

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 = 700 + 273.15 = 973.1 K
TL = 25 + 273.15 = 298.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 298.1/973.1 = 69.36 %

Answer

ηmax = 69.36 %
18.Heat engines & refrigerators

Answer: Ẇ = 5.913 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 = 45 + 273.15 = 318.1 K
TL = 2 + 273.15 = 275.1 K

Carnot and actual COP

COPmax = 318.1/(318.1 − 275.1) = 7.399
COP = 0.4·7.399 = 2.96

Power input

Ẇ = Q̇H/COP = 17.5/2.96 = 5.913 kW

Answer

Ẇ = 5.913 kW
19.Waves, sound & optics

Answer: f1 = 171.5 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 = 2L/n = 2·1/1 = 2 m

Frequency

f = v/λ = 343/2 = 171.5 Hz

Answer

f1 = 171.5 Hz
20.Waves, sound & optics

Answer: θa = 29.12 °

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 = 1.44/1.52 = 0.9474 → θc = 71.33°

Numerical aperture

NA = √(1.52² − 1.44²) = 0.4866

Acceptance angle

θa = arcsin(0.4866) = 29.12°

Answer

θa = 29.12°

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