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 = 2.5 m/s²car16 m/s

A car speeding at a constant 16 m/s passes a police car standing still. At that moment the police car starts and accelerates uniformly at 2.5 m/s². How long does it take the police car to catch up? Find t.

vcar = 16 m/sapolice = 2.5 m/s²v0,police = 0
t = s
2.KinematicsHard
v₀ = 9 m/s35 m

A ball is thrown straight up at 9 m/s from the edge of a roof 35 m above the ground. Ignore air resistance and use g = 9.81 m/s². How long after the throw does it hit the ground? Find t.

v₀ = 9 m/sh₀ = 35 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
θ = 35°a = ?m = 8 kg

An 8 kg block slides down a frictionless slope at 35° to the horizontal. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 8 kgθ = 35°μ = 0g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 5 kg3.5 kgno friction

A 5 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 3.5 kg mass. The table is frictionless. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 5 kgm2 = 3.5 kgμ = 0g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 38 m/sθ = ?R = 75 m

A ball is launched from level ground at 38 m/s and must land 75 m away. Ignore air resistance and use g = 9.81 m/s². Find the smaller of the two possible launch angles θ.

v₀ = 38 m/sR = 75 mg = 9.81 m/s²
θ = °
6.Projectile motionHard
h = 25 mv0​ = 20 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 = 20 m/sθ = 50°h = 25 mg = 9.81 m/s²
t = s
7.Work & energyMedium
60°L = 0.5 m0.5 kg

A 0.5 kg ball hangs on a light string of length 0.5 m. It is pulled aside until the string makes 60° 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 = 0.5 mθ = 60°g = 9.81 m/s²
T = N
8.Work & energyHard
h = 4 mL = 4 mμ = 0.2k = 500 N/m

A 1 kg block is released from rest at height 4 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 4 m long (μ = 0.2) and then runs onto a spring (k = 500 N/m) on a smooth surface. Find the speed v of the block when it reaches the spring.

m = 1 kgh = 4 mL = 4 mμ = 0.2k = 500 N/mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
5 kg7 m/s2 kg

A 5 kg glider moving at 7 m/s makes a perfectly elastic head-on collision with a 2 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 = 5 kgm2 = 2 kgv1 = 7 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
29 m/s5 m/s

A 0.2 kg ball hits a wall at 29 m/s and bounces straight back at 5 m/s. The contact lasts 25 ms. Find the average force Favg of the wall on the ball.

m = 0.2 kgvin = 29 m/svout = 5 m/sΔt = 25 ms
Favg = N
11.Hydrostatic forceMedium
gated = 3 mH = 3 m

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of water, with its top edge 3 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 3 mH = 3 mb = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 1.5 mH = 3 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of oil, with its top edge 1.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 1.5 mH = 3 mb = 1 mρ = 880 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
12d1​ = 150 mm, p1​ = 330 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 330 kPa and the velocity is 1.25 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 150 mmd2 = 50 mmp1 = 330 kPav1 = 1.25 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
H = ?d1​ = 50 mmp1​ = 150 kPad2​ = 20 mm

A fountain nozzle points straight up. Just below the nozzle the supply pipe has a diameter of 50 mm and a gauge pressure of 150 kPa. The nozzle exit diameter is 20 mm, and the height difference across the nozzle is negligible. Ignoring losses and air resistance, find the height H the jet rises above the nozzle. Use g = 9.81 m/s².

d1 = 50 mmp1 = 150 kPa (gauge)d2 = 20 mmρ = 1000 kg/m³g = 9.81 m/s²
H = m
15.Ideal gas lawMedium
210 g of HeP = 750 kPaT = 40 °CV = ?

What volume V does 210 g of He occupy at 750 kPa and 40 °C? Treat it as an ideal gas.

m = 210 gM = 4.003 g/molP = 750 kPaT = 40 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
State 1State 2

A fixed amount of N₂ goes from 200 kPa, 20 L, 15 °C to 800 kPa and 100 °C. Find the new volume V2.

P1 = 200 kPaV1 = 20 LT1 = 15 °CP2 = 800 kPaT2 = 100 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 800 °CTL​ = 25 °CEQH​QL​η = 54%

A heat engine receives heat from a source at 800 °C and rejects heat to the surroundings at 25 °C. Its actual thermal efficiency is 54%. Find its second-law efficiency ηII, the ratio of the actual efficiency to the Carnot efficiency.

TH = 800 °CTL = 25 °Cη = 54%
ηII = %
18.Heat engines & refrigeratorsHard
TH​ = 550 °CT0​ = 27 °CTL​ = -15 °CERWQ̇H​ = 70 kWQ̇L​ = ?

A Carnot heat engine receives 70 kW of heat from a source at 550 °C and rejects heat to the surroundings at 27 °C. All of its work drives a Carnot refrigerator that removes heat from a freezer at -15 °C and also rejects heat to the surroundings at 27 °C. Find the rate Q̇L at which heat is removed from the freezer.

TH = 550 °CT0 = 27 °CTL = -15 °CQ̇H = 70 kW
Q̇L = kW
19.Waves, sound & opticsMedium
SO15 m/sf = 600 Hz

An observer moves at 15 m/s towards a stationary source of 600 Hz. The speed of sound is 343 m/s. Find the frequency f′ that the observer hears.

f = 600 Hzv = 343 m/svo = 15 m/s
f′ = Hz
20.Waves, sound & opticsHard
λ = 500 nma = 0.05 mm

Light of wavelength 500 nm passes through a single slit 0.05 mm wide. Find the angle θ2 of dark fringe number 2 from the straight-through direction.

λ = 500 nma = 0.05 mmm = 2
θ2 = °

3Solutions

1.Kinematics

Answer: t = 12.8 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 = 2·16/2.5 = 12.8 s

Answer

t = 12.8 s

At that moment the police car moves at 2v = 32 m/s.

2.Kinematics

Answer: t = 3.742 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.

Equation of motion

Up is positive and the ground is h₀ below the starting point.

−35 = 9·t − ½·9.81·t²
4.905·t² − 9·t − 35 = 0

Solve the quadratic

Only the positive root is physical.

t = (9 + √(9² + 2·9.81·35))/9.81 = 3.742 s

Answer

t = 3.742 s
3.Newton’s laws

Answer: a = 5.627 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 35° − 0·cos 35°) = 9.81·(0.5736 − 0) = 5.627 m/s²

Answer

a = 5.627 m/s²
4.Newton’s laws

Answer: T = 20.2 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) = (34.34 − 0)/8.5 = 4.039 m/s²

Tension from the block on the table

T − μ·m1·g = m1·a
T = 5·4.039 + 0 = 20.2 N

Answer

T = 20.2 N
5.Projectile motion

Answer: θ = 15.32 °

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.

Range formula

R = v₀²·sin 2θ/g → sin 2θ = 9.81·75/38² = 0.5095

Angle

2θ = 30.63° → θ = 15.32°

Answer

θ = 15.32°

The other solution is 90° − θ = 74.68°.

6.Projectile motion

Answer: t = 4.307 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 = 20·cos 50° = 12.86 m/s
vy = v0·sin θ = 20·sin 50° = 15.32 m/s

Time in the air

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

0 = 25 + 15.32·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (15.32 + √(234.7 + 490.5))/9.81 = 4.307 s

Answer

t = 4.307 s
7.Work & energy

Answer: T = 9.81 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) = 2·9.81·0.5·(1 − cos 60°) = 4.905 m²/s²

Forces at the bottom

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

Answer

T = 9.81 N

Check: T = mg(3 − 2cos θ) = 9.81 N.

8.Work & energy

Answer: v = 7.924 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).

Energy left after the rough strip

The ramp is smooth, so only the strip removes energy.

mgh − μmgL = 9.81·(4 − 0.2·4) = 31.39 J

Speed at the spring

½mv² = mg(h − μL) → v = √(2g(h − μL)) = √(2·9.81·3.2) = 7.924 m/s

Answer

v = 7.924 m/s
9.Momentum & collisions

Answer: v′1 = 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.

Elastic collision with a target at rest

Solving momentum and energy conservation together gives these two results.

v′1 = (5 − 2)/(5 + 2)·7 = 3 m/s
v′2 = 2·5/(5 + 2)·7 = 10 m/s

Answer

v′1 = 3 m/s
10.Momentum & collisions

Answer: Favg = 272 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 = 0.2·(5 + 29) = 6.8 N·s

Average force

Favg = J/Δt = 6.8/0.025 = 272 N

Answer

Favg = 272 N
11.Hydrostatic force

Answer: F = 198.7 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 = 3·1.5 = 4.5 m²
gated = 3 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·4.5·4.5 = 198.7 kN

Answer

F = 198.7 kN
12.Hydrostatic force

Answer: F = 77.7 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 + 3/2 = 3 m
A = H·b = 3·1 = 3 m²
gated = 1.5 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 880·9.81·3·3 = 77.7 kN

Answer

F = 77.7 kN
13.Continuity & Bernoulli

Answer: p2 = 267.5 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 = 1.25·(150/50)² = 11.25 m/s
½ρ(v1² − v2²) = ½·1000·(1.25² − 11.25²)/1000 = −62.5 kPa
p2 = p1 + ½ρ(v1² − v2²) = 330 + (−62.5) = 267.5 kPa

Answer

p2 = 267.5 kPa
14.Continuity & Bernoulli

Answer: H = 15.69 m

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.

Exit velocity

β = 20/50 = 0.4
v2 = √(2p1/(ρ(1 − β⁴))) = √(2·150000/(1000·0.9744)) = 17.55 m/s

Height of the jet

Bernoulli along the jet: at the top the velocity is zero and the pressure is atmospheric again.

H = v2²/(2g) = 17.55²/(2·9.81) = 15.69 m

Answer

H = 15.69 m
15.Ideal gas law

Answer: V = 182.1 L

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

Moles

n = 210/4.003 = 52.46 mol
T = 40 + 273.15 = 313.1 K

Volume

V = nRT/P = 52.46·8.314·313.1/750 = 182.1 L

Answer

V = 182.1 L
16.Ideal gas law

Answer: V2 = 6.475 L

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

Absolute temperatures

T1 = 288.1 K, T2 = 373.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 20·(200/800)·(373.1/288.1) = 6.475 L

Answer

V2 = 6.475 L
17.Heat engines & refrigerators

Answer: ηII = 74.77 %

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 = 800 + 273.15 = 1073 K
TL = 25 + 273.15 = 298.1 K

Carnot efficiency

ηCarnot = 1 − 298.1/1073 = 72.22 %

Second-law efficiency

ηII = η/ηCarnot = 54/72.22 = 74.77 %

Answer

ηII = 74.77 %
18.Heat engines & refrigerators

Answer: Q̇L = 273.4 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 = 550 + 273.15 = 823.1 K
T0 = 27 + 273.15 = 300.1 K
TL = -15 + 273.15 = 258.1 K

Engine work

η = 1 − 300.1/823.1 = 0.6354
Ẇ = 0.6354·70 = 44.48 kW

Heat removed by the refrigerator

COPR = 258.1/(300.1 − 258.1) = 6.146
Q̇L = 6.146·44.48 = 273.4 kW

Answer

Q̇L = 273.4 kW
19.Waves, sound & optics

Answer: f′ = 626.2 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|.

Doppler formula

f′ = f·(v + vo)/(v − vs) = 600·(343 + 15)/(343 − 0)
f′ = 626.2 Hz

Answer

f′ = 626.2 Hz
20.Waves, sound & optics

Answer: θ2 = 1.146 °

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, …

Dark fringe condition

sin θ = mλ/a = 0.02
θ = 1.146°

Answer

θ2 = 1.146°

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