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 = 4 m/s²car29 m/s

A car speeding at a constant 29 m/s passes a police car standing still. At that moment the police car starts and accelerates uniformly at 4 m/s². How far from its starting point does the police car catch up? Find d.

vcar = 29 m/sapolice = 4 m/s²v0,police = 0
d = m
2.KinematicsHard
d = ?

A stone is dropped from rest into a well. The splash is heard 3.4 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 = 3.4 svsound = 343 m/sg = 9.81 m/s²
d = m
3.Newton’s lawsMedium
boxv₀ = 6.5 m/sμ = ?

A box slides across a level floor with an initial speed of 6.5 m/s and comes to rest after 8.6 m. Use g = 9.81 m/s². Find the coefficient of kinetic friction μ.

v₀ = 6.5 m/sd = 8.6 mg = 9.81 m/s²
μ =
4.Newton’s lawsHard
m1​ = 1 kg2.5 kgμ = 0.2

A 1 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 2.5 kg mass. The coefficient of kinetic friction between block and table is 0.2. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 1 kgm2 = 2.5 kgμ = 0.2g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 30 m/s20°range

A ball is launched at 20° above horizontal from level ground. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 30 m/sθ = 20°g = 9.81 m/s²
t = s
6.Projectile motionHard
h = 50 mv0​ = 10 m/s45°x = ?

A ball is launched at 45° above horizontal from the top of a 50 m cliff. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 10 m/sθ = 45°h = 50 mg = 9.81 m/s²
x = m
7.Work & energyMedium
70°L = 2 m0.5 kg

A 0.5 kg ball hangs on a light string of length 2 m. It is pulled aside until the string makes 70° 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 = 2 mθ = 70°g = 9.81 m/s²
T = N
8.Work & energyHard
h = 2 mL = 4.5 mμ = 0.25k = 2500 N/m

A 5 kg block is released from rest at height 2 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 4.5 m long (μ = 0.25) and then runs onto a spring (k = 2500 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 5 kgh = 2 mL = 4.5 mμ = 0.25k = 2500 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
0.5 kg5 m/s1 kg

A 0.5 kg glider moving at 5 m/s makes a perfectly elastic head-on collision with a 1 kg glider at rest on a frictionless track. Find the velocity v′2 of the second glider after the collision.

m1 = 0.5 kgm2 = 1 kgv1 = 5 m/sv2 = 0
v′2 = m/s
10.Momentum & collisionsHard
1300 kgv1​ = ?900 kg

A 1300 kg car runs into a parked 900 kg car. The wrecks lock together and skid 25 m before stopping. The coefficient of kinetic friction between tyres and road is 0.6. Use g = 9.81 m/s². Find the speed v1 of the first car just before the collision.

m1 = 1300 kgm2 = 900 kgd = 25 mμ = 0.6g = 9.81 m/s²
v1 = m/s
11.Hydrostatic forceMedium
gated = 2 mH = 2 m

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of water, with its top edge 2 m below the surface. Find the resultant hydrostatic force F on the gate.

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

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of seawater, with its top edge 2 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 2 mH = 2.5 mb = 1.5 mρ = 1025 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
d1​ = 300 mmd2​ = 150 mm12p1​ − p2​ = 47 kPaQ = ?

Water flows through a horizontal venturi meter with an inlet diameter of 300 mm and a throat diameter of 150 mm. The pressure at the inlet is 47 kPa higher than at the throat. Ignoring losses, find the flow rate Q.

d1 = 300 mmd2 = 150 mmp1 − p2 = 47 kPaρ = 1000 kg/m³
Q = L/s
14.Continuity & BernoulliHard
H = ?d1​ = 75 mmp1​ = 120 kPad2​ = 30 mm

A fountain nozzle points straight up. Just below the nozzle the supply pipe has a diameter of 75 mm and a gauge pressure of 120 kPa. The nozzle exit diameter is 30 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 = 75 mmp1 = 120 kPa (gauge)d2 = 30 mmρ = 1000 kg/m³g = 9.81 m/s²
H = m
15.Ideal gas lawMedium
140 g of CO₂V = 30 LT = 60 °CP = ?

A tank of 30 L contains 140 g of CO₂ at 60 °C. Treat it as an ideal gas and find the pressure P.

m = 140 gM = 44.01 g/molV = 30 LT = 60 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
State 1State 2

A fixed amount of Ar goes from 250 kPa, 10 L, 20 °C to 150 kPa and 130 °C. Find the new volume V2.

P1 = 250 kPaV1 = 10 LT1 = 20 °CP2 = 150 kPaT2 = 130 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 775 °CTL​ = 20 °CEQH​QL​W

A heat engine works between a hot reservoir at 775 °C and a cold reservoir at 20 °C. Find the highest possible thermal efficiency ηmax.

TH = 775 °CTL = 20 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 25 °CTL​ = -10 °CRQ̇H​Q̇L​ = 4.5 kWẆ

A refrigerator keeps its cold space at -10 °C in a kitchen at 25 °C, removing heat from the cold space at 4.5 kW. Find the highest possible coefficient of performance COPmax.

TH = 25 °CTL = -10 °CQ̇L = 4.5 kW
COPmax =
19.Waves, sound & opticsMedium
L = ?n = 1

A pipe closed at one end must have its fundamental (first harmonic) at 114 Hz. The speed of sound is 343 m/s. Find the length L of the pipe.

v = 343 m/sn = 1f1 = 114 Hz
L = m
20.Waves, sound & opticsHard
λ = ?d = 0.15 mmL = 3 m22 mm

Two slits 0.15 mm apart are lit with monochromatic light. On a screen 3 m away, bright fringe number 2 lies 22 mm from the central fringe. Find the wavelength λ.

d = 0.15 mmL = 3 my2 = 22 mmm = 2
λ = nm

3Solutions

1.Kinematics

Answer: d = 420.5 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.

Equal distances

v·t = ½·a·t² → t = 2v/a = 2·29/4 = 14.5 s

Distance

d = v·t = 29·14.5 = 420.5 m

Answer

d = 420.5 m

At that moment the police car moves at 2v = 58 m/s.

2.Kinematics

Answer: d = 51.78 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·(3.4 − t₁)
4.905·t₁² + 343·t₁ − 1166 = 0

Fall time

Only the positive root is physical.

t₁ = (−343 + √(343² + 4·4.905·1166))/(2·4.905) = 3.249 s

Depth

d = ½·9.81·3.249² = 51.78 m

Answer

d = 51.78 m
3.Newton’s laws

Answer: μ = 0.2504

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) = 6.5²/(2·8.6) = 2.456 m/s²

Friction coefficient

μ·m·g = m·a → μ = a/g = 2.456/9.81 = 0.2504

Answer

μ = 0.2504
4.Newton’s laws

Answer: T = 8.409 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) = (24.53 − 1.962)/3.5 = 6.447 m/s²

Tension from the block on the table

T − μ·m1·g = m1·a
T = 1·6.447 + 1.962 = 8.409 N

Answer

T = 8.409 N
5.Projectile motion

Answer: t = 2.092 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 = 30·cos 20° = 28.19 m/s
vy = v0·sin θ = 30·sin 20° = 10.26 m/s

Time in the air

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

t = 2·10.26/9.81 = 2.092 s

Answer

t = 2.092 s
6.Projectile motion

Answer: x = 28.24 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 = 10·cos 45° = 7.071 m/s
vy = v0·sin θ = 10·sin 45° = 7.071 m/s

Time in the air

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

0 = 50 + 7.071·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (7.071 + √(50 + 981))/9.81 = 3.994 s

Horizontal distance

x = vx·t = 7.071·3.994 = 28.24 m

Answer

x = 28.24 m
7.Work & energy

Answer: T = 11.36 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) = 2·9.81·2·(1 − cos 70°) = 25.82 m²/s²

Forces at the bottom

m·g = 0.5·9.81 = 4.905 N
T = mg + mv²/L = 4.905 + 0.5·25.82/2 = 11.36 N

Answer

T = 11.36 N

Check: T = mg(3 − 2cos θ) = 11.36 N.

8.Work & energy

Answer: x = 18.53 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 = 49.05·(2 − 0.25·4.5) = 42.92 J

Maximum compression

½kx² = 42.92 → x = √(2·42.92/2500) = 0.1853 m = 18.53 cm

Answer

x = 18.53 cm
9.Momentum & collisions

Answer: v′2 = 3.333 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 − 1)/(0.5 + 1)·5 = −1.667 m/s
v′2 = 2·0.5/(0.5 + 1)·5 = 3.333 m/s

Answer

v′2 = 3.333 m/s
10.Momentum & collisions

Answer: v1 = 29.03 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) = √(2·0.6·9.81·25) = 17.16 m/s

Momentum in the collision

m1·v1 = (m1 + m2)·V → v1 = 2200·17.16/1300 = 29.03 m/s

Answer

v1 = 29.03 m/s
(104.5 km/h)
11.Hydrostatic force

Answer: F = 88.29 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 + 2/2 = 3 m
A = H·b = 2·1.5 = 3 m²
gated = 2 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·3·3 = 88.29 kN

Answer

F = 88.29 kN
12.Hydrostatic force

Answer: F = 122.5 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 + 2.5/2 = 3.25 m
A = H·b = 2.5·1.5 = 3.75 m²
gated = 2 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1025·9.81·3.25·3.75 = 122.5 kN

Answer

F = 122.5 kN
13.Continuity & Bernoulli

Answer: Q = 177 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·(150/300)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 = √(2·47000/(1000·(1 − 0.0625))) = 10.01 m/s
v1 = 2.503 m/s

Flow rate

Q = A2·v2 = 0.01767·10.01 = 0.177 m³/s = 177 L/s

Answer

Q = 177 L/s
14.Continuity & Bernoulli

Answer: H = 12.55 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 = 30/75 = 0.4
v2 = √(2p1/(ρ(1 − β⁴))) = √(2·120000/(1000·0.9744)) = 15.69 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) = 15.69²/(2·9.81) = 12.55 m

Answer

H = 12.55 m
15.Ideal gas law

Answer: P = 293.7 kPa

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

Moles

n = m/M = 140/44.01 = 3.181 mol
T = 60 + 273.15 = 333.1 K

Pressure

P = nRT/V = 3.181·8.314·333.1/0.03 = 293.7 kPa

Answer

P = 293.7 kPa
16.Ideal gas law

Answer: V2 = 22.92 L

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

Absolute temperatures

T1 = 293.1 K, T2 = 403.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 10·(250/150)·(403.1/293.1) = 22.92 L

Answer

V2 = 22.92 L
17.Heat engines & refrigerators

Answer: ηmax = 72.03 %

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 = 775 + 273.15 = 1048 K
TL = 20 + 273.15 = 293.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 293.1/1048 = 72.03 %

Answer

ηmax = 72.03 %
18.Heat engines & refrigerators

Answer: COPmax = 7.519

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 = 25 + 273.15 = 298.1 K
TL = -10 + 273.15 = 263.1 K

Best possible COP

COPR,max = TL/(TH − TL) = 263.1/(298.1 − 263.1) = 7.519

Answer

COPmax = 7.519
19.Waves, sound & optics

Answer: L = 0.7522 m

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

λ = v/f = 343/114 = 3.009 m

Length

L = nλ/4 = 1·3.009/4 = 0.7522 m

Answer

L = 0.7522 m
20.Waves, sound & optics

Answer: λ = 550 nm

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, …

Wavelength

λ = y·d/(mL) = 0.022·0.00015/(2·3) = 5.5 × 10⁻⁷ m = 550 nm

Answer

λ = 550 nm

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