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 = ?30

A car driving at 108 km/h brakes with a constant deceleration of 7 m/s² until it stops. How long does braking take? Find t.

v₀ = 108 km/ha = −7 m/s²v = 0
t = s
2.KinematicsHard
t (s)v (m/s)11 s

A tram starts from rest and accelerates at 2 m/s² for 11 s, then runs at constant speed for 24 s, and finally brakes at 3 m/s² until it stops. Find the total travel time t.

a1 = 2 m/s²t1 = 11 st2 = 24 sa3 = −3 m/s²
t = s
3.Newton’s lawsMedium
θ = 35°a = ?m = 12 kg

A 12 kg block slides down a slope at 35° to the horizontal. The coefficient of kinetic friction is 0.3. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 12 kgθ = 35°μ = 0.3g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 3.5 kg3 kgμ = 0.25

A 3.5 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 0.25. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 3.5 kgm2 = 3 kgμ = 0.25g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 16 m/s30°range

A ball is launched at 30° above horizontal from level ground. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 16 m/sθ = 30°g = 9.81 m/s²
t = s
6.Projectile motionHard
h = 20 mv0​ = 21 m/s15°x = ?

A ball is launched at 15° above horizontal from the top of a 20 m cliff. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 21 m/sθ = 15°h = 20 mg = 9.81 m/s²
x = m
7.Work & energyMedium
0.25 kgk = 2000 N/mh = ?

A toy launcher has a vertical spring of stiffness 2000 N/m. A 0.25 kg ball is placed on it and the spring is compressed by 5 cm, then released. Ignoring air resistance and the spring’s mass, find the height h the ball rises, measured from its position when the spring was compressed.

m = 0.25 kgk = 2000 N/mx = 5 cmg = 9.81 m/s²
h = m
8.Work & energyHard
10 kg3 kgμ = 0.1d = 0.5 m

A 10 kg block rests on a rough horizontal table (μ = 0.1). A light string runs from it over a smooth pulley at the edge of the table to a hanging 3 kg block. The system is released from rest. Find the speed v of the blocks after the hanging block has dropped 0.5 m.

m1 = 10 kgm2 = 3 kgμ = 0.1d = 0.5 mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
1 kg85 m/s7 kgv′2​ = ?

An 8 kg projectile moving horizontally at 39 m/s explodes into two fragments that move along the same line. The 1 kg fragment continues forwards at 85 m/s. Find the velocity v′2 of the 7 kg fragment (positive in the original direction).

M = 8 kgu = 39 m/sm1 = 1 kgv′1 = 85 m/sm2 = 7 kg
v′2 = m/s
10.Momentum & collisionsHard
14 m/s6 m/s

A 0.6 kg ball hits a wall at 14 m/s and bounces straight back at 6 m/s. The contact lasts 5 ms. Find the average force Favg of the wall on the ball.

m = 0.6 kgvin = 14 m/svout = 6 m/sΔt = 5 ms
Favg = N
11.Hydrostatic forceMedium
gated = 1 mH = 2.5 m

A vertical rectangular gate 2 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 = 2 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 4 mH = 1 m

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of oil, with its top edge 4 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 4 mH = 1 mb = 1.5 mρ = 880 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 75 mm, p1​ = 240 kPad2​ = 40 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 75 mm to 40 mm. In the wide section the pressure is 240 kPa and the velocity is 0.75 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 75 mmd2 = 40 mmp1 = 240 kPav1 = 0.75 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
pair​ = 70 kPaQ = ?d = 50 mmh = 2 m

A closed water tank has compressed air above the water at a gauge pressure of 70 kPa. Water leaves through an opening with a diameter of 50 mm, 2 m below the water surface, into the open air. Ignoring losses, find the flow rate Q. Use g = 9.81 m/s².

pair = 70 kPa (gauge)h = 2 md = 50 mmρ = 1000 kg/m³g = 9.81 m/s²
Q = L/s
15.Ideal gas lawMedium
30 g of CO₂P = 700 kPaT = 60 °CV = ?

What volume V does 30 g of CO₂ occupy at 700 kPa and 60 °C? Treat it as an ideal gas.

m = 30 gM = 44.01 g/molP = 700 kPaT = 60 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
State 1State 2

A fixed amount of CO₂ goes from 250 kPa, 10 L, 25 °C to 650 kPa and 120 °C. Find the new volume V2.

P1 = 250 kPaV1 = 10 LT1 = 25 °CP2 = 650 kPaT2 = 120 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 600 °CTL​ = 25 °CEQH​ = 700 kJQL​W = ?

A heat engine works between a hot reservoir at 600 °C and a cold reservoir at 25 °C. It takes in 700 kJ of heat. Find the most work Wmax it could possibly produce.

TH = 600 °CTL = 25 °CQH = 700 kJ
Wmax = kJ
18.Heat engines & refrigeratorsHard
TH​ = 600 °CTL​ = 15 °CEQH​ = 1400 kJQL​ = 840 kJW = 560 kJ

A heat engine takes in 1400 kJ of heat from a reservoir at 600 °C, produces 560 kJ of work and rejects the rest to a reservoir at 15 °C, per cycle. Find the total entropy generated Sgen per cycle.

TH = 600 °CTL = 15 °CQH = 1400 kJW = 560 kJ
Sgen = kJ/K
19.Waves, sound & opticsMedium
L = 0.65 mn = 3

A string fixed at both ends is 0.65 m long; waves travel on it at 80 m/s. Find the frequency f3 of its harmonic number 3.

v = 80 m/sn = 3L = 0.65 m
f3 = Hz
20.Waves, sound & opticsHard
λ = 633 nmθ2​ = ?

Light of wavelength 633 nm falls at right angles on a grating with 300 lines per millimetre. Find the angle θ2 of the order-2 maximum.

N = 300 mm⁻¹λ = 633 nmm = 2
θ2 = °

3Solutions

1.Kinematics

Answer: t = 4.286 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 = 108/3.6 = 30 m/s

Braking time

0 = v₀ − a·t → t = v₀/a = 30/7 = 4.286 s

Answer

t = 4.286 s
2.Kinematics

Answer: t = 42.33 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.

Top speed

v = a1·t1 = 2·11 = 22 m/s

Braking time

t3 = v/a3 = 22/3 = 7.333 s

Total time

t = 11 + 24 + 7.333 = 42.33 s

Answer

t = 42.33 s
3.Newton’s laws

Answer: a = 3.216 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° − 0.3·cos 35°) = 9.81·(0.5736 − 0.2457) = 3.216 m/s²

Answer

a = 3.216 m/s²
4.Newton’s laws

Answer: a = 3.207 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 of the system

a = (m2·g − μ·m1·g)/(m1 + m2) = (29.43 − 8.584)/6.5 = 3.207 m/s²

Answer

a = 3.207 m/s²
5.Projectile motion

Answer: t = 1.631 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 = 16·cos 30° = 13.86 m/s
vy = v0·sin θ = 16·sin 30° = 8 m/s

Time in the air

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

t = 2·8/9.81 = 1.631 s

Answer

t = 1.631 s
6.Projectile motion

Answer: x = 53.71 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 = 21·cos 15° = 20.28 m/s
vy = v0·sin θ = 21·sin 15° = 5.435 m/s

Time in the air

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

0 = 20 + 5.435·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (5.435 + √(29.54 + 392.4))/9.81 = 2.648 s

Horizontal distance

x = vx·t = 20.28·2.648 = 53.71 m

Answer

x = 53.71 m
7.Work & energy

Answer: h = 1.019 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 = 5 cm = 0.05 m
½kx² = ½·2000·0.05² = 2.5 J

Height

m·g = 0.25·9.81 = 2.453 N
h = ½kx²/(mg) = 2.5/2.453 = 1.019 m

Answer

h = 1.019 m
8.Work & energy

Answer: v = 1.229 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 released and lost

m₂g·d = 29.43·0.5 = 14.71 J
μ·m₁g·d = 0.1·98.1·0.5 = 4.905 J

Kinetic energy of both blocks

½(m₁ + m₂)v² = 9.81 → v = √(2·9.81/13) = 1.229 m/s

Answer

v = 1.229 m/s
9.Momentum & collisions

Answer: v′2 = 32.43 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.

Momentum before

p = M·u = 8·39 = 312 kg·m/s

Momentum after

312 = 1·85 + 7·v′2
v′2 = (312 − 85)/7 = 32.43 m/s

Answer

v′2 = 32.43 m/s
10.Momentum & collisions

Answer: Favg = 2400 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 = 0.6·(6 + 14) = 12 N·s

Average force

Favg = J/Δt = 12/0.005 = 2400 N

Answer

Favg = 2400 N
11.Hydrostatic force

Answer: F = 110.4 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 = 2.5·2 = 5 m²
gated = 1 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2.25·5 = 110.4 kN

Answer

F = 110.4 kN
12.Hydrostatic force

Answer: ycp = 4.519 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 = 4 + 1/2 = 4.5 m
A = H·b = 1·1.5 = 1.5 m²
gated = 4 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 880·9.81·4.5·1.5 = 58.27 kN

Centre of pressure

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

Ic = b·H³/12 = 1.5·1³/12 = 0.125 m⁴
ycp = yc + Ic/(yc·A) = 4.5 + 0.125/(4.5·1.5) = 4.519 m

Answer

ycp = 4.519 m
13.Continuity & Bernoulli

Answer: p2 = 236.8 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·(75/40)² = 2.637 m/s
½ρ(v1² − v2²) = ½·1000·(0.75² − 2.637²)/1000 = −3.195 kPa
p2 = p1 + ½ρ(v1² − v2²) = 240 + (−3.195) = 236.8 kPa

Answer

p2 = 236.8 kPa
14.Continuity & Bernoulli

Answer: Q = 26.29 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.

Bernoulli from the surface to the jet

v = √(2·(70000/1000 + 9.81·2)) = 13.39 m/s

Flow rate

Q = A·v = 0.001963·13.39 = 0.02629 m³/s = 26.29 L/s

Answer

Q = 26.29 L/s
15.Ideal gas law

Answer: V = 2.697 L

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

Moles

n = 30/44.01 = 0.6817 mol
T = 60 + 273.15 = 333.1 K

Volume

V = nRT/P = 0.6817·8.314·333.1/700 = 2.697 L

Answer

V = 2.697 L
16.Ideal gas law

Answer: V2 = 5.072 L

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

Absolute temperatures

T1 = 298.1 K, T2 = 393.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 10·(250/650)·(393.1/298.1) = 5.072 L

Answer

V2 = 5.072 L
17.Heat engines & refrigerators

Answer: Wmax = 461 kJ

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 = 600 + 273.15 = 873.1 K
TL = 25 + 273.15 = 298.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 298.1/873.1 = 65.85 %

Maximum work

Wmax = ηmax·QH = 0.6585·700 = 461 kJ

Answer

Wmax = 461 kJ
18.Heat engines & refrigerators

Answer: Sgen = 1.312 kJ/K

Entropy generation: over a full cycle the working fluid has no net entropy change. The hot reservoir loses QH/TH and the cold reservoir gains QL/TL. Their sum is the entropy generated, which is zero for a reversible cycle and positive for every real one.

Heat rejected

QL = QH − W = 1400 − 560 = 840 kJ

Absolute temperatures

TH = 600 + 273.15 = 873.1 K
TL = 15 + 273.15 = 288.1 K

Entropy changes of the reservoirs

ΔSH = −1400/873.1 = −1.603 kJ/K
ΔSL = 840/288.1 = 2.915 kJ/K
Sgen = 2.915 − 1.603 = 1.312 kJ/K

Answer

Sgen = 1.312 kJ/K

Sgen > 0, so the engine is possible but irreversible.

19.Waves, sound & optics

Answer: f3 = 184.6 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 = 2·0.65/3 = 0.4333 m

Frequency

f = v/λ = 80/0.4333 = 184.6 Hz

Answer

f3 = 184.6 Hz
20.Waves, sound & optics

Answer: θ2 = 22.32 °

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, …

Line spacing

d = 1/300 mm = 3.333 × 10⁻⁶ m

Grating equation

sin θ = mλ/d = 2·633 × 10⁻⁹/(3.333 × 10⁻⁶) = 0.3798
θ = 22.32°

Answer

θ2 = 22.32°

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