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 5.5 m/s² until it stops. How long does braking take? Find t.

v₀ = 108 km/ha = −5.5 m/s²v = 0
t = s
2.KinematicsHard
v₀ = 17 m/s35 m

A ball is thrown straight up at 17 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 = 17 m/sh₀ = 35 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
boxv₀ = 10 m/sμ = ?

A box slides across a level floor with an initial speed of 10 m/s and comes to rest after 34 m. Use g = 9.81 m/s². Find the coefficient of kinetic friction μ.

v₀ = 10 m/sd = 34 mg = 9.81 m/s²
μ =
4.Newton’s lawsHard
θ = 15°blockv₀ = 4 m/s

A block is given a push so that it starts sliding up a ramp at 15° with a speed of 4 m/s. The coefficient of kinetic friction is 0.1. Use g = 9.81 m/s². How far d along the ramp does it slide before it stops?

v₀ = 4 m/sθ = 15°μ = 0.1g = 9.81 m/s²
d = m
5.Projectile motionMedium
v0​ = 36 m/s70°range

A ball is launched at 70° above horizontal from level ground. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 36 m/sθ = 70°g = 9.81 m/s²
t = s
6.Projectile motionHard
6 mv0​ = 32 m/s45°x = ?

A ball is thrown from ground level at 32 m/s and 45° above the horizontal. It lands on the flat roof of a building 6 m high, on its way down. Ignore air resistance and use g = 9.81 m/s². Find the horizontal distance x from the launch point to where it lands.

v₀ = 32 m/sθ = 45°hroof = 6 mg = 9.81 m/s²
x = m
7.Work & energyMedium
0.5 kgk = 1000 N/mh = ?

A toy launcher has a vertical spring of stiffness 1000 N/m. A 0.5 kg ball is placed on it and the spring is compressed by 8 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 = 0.5 kgk = 1000 N/mx = 8 cmg = 9.81 m/s²
h = m
8.Work & energyHard
h = 3.5 mL = 4 mμ = 0.3k = 1000 N/m

A 2.5 kg block is released from rest at height 3.5 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 4 m long (μ = 0.3) and then runs onto a spring (k = 1000 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 2.5 kgh = 3.5 mL = 4 mμ = 0.3k = 1000 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
0.5 kg8 m/s2.5 kg

A 0.5 kg glider moving at 8 m/s makes a perfectly elastic head-on collision with a 2.5 kg glider at rest on a frictionless track. Find the velocity v′2 of the second glider after the collision.

m1 = 0.5 kgm2 = 2.5 kgv1 = 8 m/sv2 = 0
v′2 = m/s
10.Momentum & collisionsHard
10 m/s16 m/s

A 0.45 kg ball hits a wall at 10 m/s and bounces straight back at 16 m/s. The contact lasts 20 ms. Find the average force Favg of the wall on the ball.

m = 0.45 kgvin = 10 m/svout = 16 m/sΔt = 20 ms
Favg = N
11.Hydrostatic forceMedium
gated = 2.5 mH = 1 m

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of water, with its top edge 2.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 2.5 mH = 1 mb = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 2 mH = 1 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of seawater, with its top edge 2 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 2 mH = 1 mb = 2 mρ = 1025 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 150 mm, p1​ = 260 kPad2​ = 100 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 150 mm to 100 mm. In the wide section the pressure is 260 kPa and the velocity is 3 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 150 mmd2 = 100 mmp1 = 260 kPav1 = 3 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 150 mm, p1​ = 360 kPad2​ = 75 mm, p2​ = ?Δz = 1 m

Water flows up through a pipe that narrows from 150 mm to 75 mm while rising 1 m. At section 1 the pressure is 360 kPa and the velocity is 0.75 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 150 mmd2 = 75 mmp1 = 360 kPav1 = 0.75 m/sΔz = 1 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
300 g of O₂P = 200 kPaT = 80 °CV = ?

What volume V does 300 g of O₂ occupy at 200 kPa and 80 °C? Treat it as an ideal gas.

m = 300 gM = 32 g/molP = 200 kPaT = 80 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
State 1State 2

A fixed amount of O₂ goes from 100 kPa, 2 L, 40 °C to 150 kPa and 140 °C. Find the new volume V2.

P1 = 100 kPaV1 = 2 LT1 = 40 °CP2 = 150 kPaT2 = 140 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 325 °CTL​ = 25 °CEQH​QL​W

A heat engine works between a hot reservoir at 325 °C and a cold reservoir at 25 °C. Find the highest possible thermal efficiency ηmax.

TH = 325 °CTL = 25 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 850 °CTL​ = 40 °CEQH​ = 2800 kJQL​ = 1400 kJW = 1400 kJ

A heat engine takes in 2800 kJ of heat from a reservoir at 850 °C, produces 1400 kJ of work and rejects the rest to a reservoir at 40 °C, per cycle. Find the total entropy generated Sgen per cycle.

TH = 850 °CTL = 40 °CQH = 2800 kJW = 1400 kJ
Sgen = kJ/K
19.Waves, sound & opticsMedium
S25 m/sO5 m/sf = 1200 Hz

A source of 1200 Hz moving at 25 m/s and an observer moving at 5 m/s approach each other. The speed of sound is 343 m/s. Find the frequency f′ that the observer hears.

f = 1200 Hzv = 343 m/svs = 25 m/svo = 5 m/s
f′ = Hz
20.Waves, sound & opticsHard
SO10 m/sf = 25 kHz

A sensor at rest sends ultrasound of 25 kHz towards a car that moves away at 10 m/s and mixes the echo with the emitted signal. Find the beat frequency fb (speed of sound 343 m/s).

f = 25 kHzu = 10 m/sv = 343 m/s
fb = Hz

3Solutions

1.Kinematics

Answer: t = 5.455 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 = 30/5.5 = 5.455 s

Answer

t = 5.455 s
2.Kinematics

Answer: t = 4.917 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 = 17·t − ½·9.81·t²
4.905·t² − 17·t − 35 = 0

Solve the quadratic

Only the positive root is physical.

t = (17 + √(17² + 2·9.81·35))/9.81 = 4.917 s

Answer

t = 4.917 s
3.Newton’s laws

Answer: μ = 0.1499

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

a = v₀²/(2d) = 10²/(2·34) = 1.471 m/s²

Friction coefficient

μ·m·g = m·a → μ = a/g = 1.471/9.81 = 0.1499

Answer

μ = 0.1499
4.Newton’s laws

Answer: d = 2.295 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 15° + 0.1·cos 15°) = 3.487 m/s²

Distance

d = v₀²/(2a) = 4²/(2·3.487) = 2.295 m

Answer

d = 2.295 m
5.Projectile motion

Answer: t = 6.897 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 = 36·cos 70° = 12.31 m/s
vy = v0·sin θ = 36·sin 70° = 33.83 m/s

Time in the air

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

t = 2·33.83/9.81 = 6.897 s

Answer

t = 6.897 s
6.Projectile motion

Answer: x = 97.99 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

vx = 22.63 m/s, vy = 22.63 m/s

Time to land on the roof

Larger root: the ball is descending.

6 = 22.63·t − 4.905·t²
t = (22.63 + √(22.63² − 2·9.81·6))/9.81 = 4.331 s

Horizontal distance

x = vx·t = 22.63·4.331 = 97.99 m

Answer

x = 97.99 m
7.Work & energy

Answer: h = 0.6524 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 = 8 cm = 0.08 m
½kx² = ½·1000·0.08² = 3.2 J

Height

m·g = 0.5·9.81 = 4.905 N
h = ½kx²/(mg) = 3.2/4.905 = 0.6524 m

Answer

h = 0.6524 m
8.Work & energy

Answer: x = 33.59 cm

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 = 24.53·(3.5 − 0.3·4) = 56.41 J

Maximum compression

½kx² = 56.41 → x = √(2·56.41/1000) = 0.3359 m = 33.59 cm

Answer

x = 33.59 cm
9.Momentum & collisions

Answer: v′2 = 2.667 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 = (0.5 − 2.5)/(0.5 + 2.5)·8 = −5.333 m/s
v′2 = 2·0.5/(0.5 + 2.5)·8 = 2.667 m/s

Answer

v′2 = 2.667 m/s
10.Momentum & collisions

Answer: Favg = 585 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·(16 + 10) = 11.7 N·s

Average force

Favg = J/Δt = 11.7/0.02 = 585 N

Answer

Favg = 585 N
11.Hydrostatic force

Answer: F = 44.15 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 = 2.5 + 1/2 = 3 m
A = H·b = 1·1.5 = 1.5 m²
gated = 2.5 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·3·1.5 = 44.15 kN

Answer

F = 44.15 kN
12.Hydrostatic force

Answer: ycp = 2.533 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 = 2 + 1/2 = 2.5 m
A = H·b = 1·2 = 2 m²
gated = 2 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1025·9.81·2.5·2 = 50.28 kN

Centre of pressure

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

Ic = b·H³/12 = 2·1³/12 = 0.1667 m⁴
ycp = yc + Ic/(yc·A) = 2.5 + 0.1667/(2.5·2) = 2.533 m

Answer

ycp = 2.533 m
13.Continuity & Bernoulli

Answer: p2 = 241.7 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·(150/100)² = 6.75 m/s
½ρ(v1² − v2²) = ½·1000·(3² − 6.75²)/1000 = −18.28 kPa
p2 = p1 + ½ρ(v1² − v2²) = 260 + (−18.28) = 241.7 kPa

Answer

p2 = 241.7 kPa
14.Continuity & Bernoulli

Answer: p2 = 346 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·(150/75)² = 3 m/s
½ρ(v1² − v2²) = ½·1000·(0.75² − 3²)/1000 = −4.219 kPa
ρgΔz = 1000·9.81·1/1000 = 9.81 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 360 + (−4.219) − 9.81 = 346 kPa

Answer

p2 = 346 kPa
15.Ideal gas law

Answer: V = 137.6 L

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

Moles

n = 300/32 = 9.375 mol
T = 80 + 273.15 = 353.1 K

Volume

V = nRT/P = 9.375·8.314·353.1/200 = 137.6 L

Answer

V = 137.6 L
16.Ideal gas law

Answer: V2 = 1.759 L

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

Absolute temperatures

T1 = 313.1 K, T2 = 413.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 2·(100/150)·(413.1/313.1) = 1.759 L

Answer

V2 = 1.759 L
17.Heat engines & refrigerators

Answer: ηmax = 50.15 %

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 = 325 + 273.15 = 598.1 K
TL = 25 + 273.15 = 298.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 298.1/598.1 = 50.15 %

Answer

ηmax = 50.15 %
18.Heat engines & refrigerators

Answer: Sgen = 1.978 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 = 2800 − 1400 = 1400 kJ

Absolute temperatures

TH = 850 + 273.15 = 1123 K
TL = 40 + 273.15 = 313.1 K

Entropy changes of the reservoirs

ΔSH = −2800/1123 = −2.493 kJ/K
ΔSL = 1400/313.1 = 4.471 kJ/K
Sgen = 4.471 − 2.493 = 1.978 kJ/K

Answer

Sgen = 1.978 kJ/K

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

19.Waves, sound & optics

Answer: f′ = 1313 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) = 1200·(343 + 5)/(343 − 25)
f′ = 1313 Hz

Answer

f′ = 1313 Hz
20.Waves, sound & optics

Answer: fb = 1416 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|.

Frequency at the car

f′ = 25000·(343 − 10)/343 = 24271 Hz

Frequency of the echo

f″ = f′·343/(343 + 10) = 23584 Hz

Beat frequency

fb = |f″ − f| = 1416 Hz

Answer

fb = 1416 Hz

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