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)1.5 s15

A driver moving at 54 km/h sees an obstacle. Her reaction time is 1.5 s, after which the car brakes with a constant deceleration of 5.5 m/s². Find the total stopping distance d from the moment she sees the obstacle.

v₀ = 54 km/htr = 1.5 sa = −5.5 m/s²
d = m
2.KinematicsHard
t (s)v (m/s)9 s

A tram starts from rest and accelerates at 2 m/s² for 9 s, then runs at constant speed for 22 s, and finally brakes at 4.5 m/s² until it stops. Find the total travel time t.

a1 = 2 m/s²t1 = 9 st2 = 22 sa3 = −4.5 m/s²
t = s
3.Newton’s lawsMedium
θ = 20°a = ?m = 2 kg

A 2 kg block slides down a slope at 20° to the horizontal. The coefficient of kinetic friction is 0.2. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 2 kgθ = 20°μ = 0.2g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
θ = 25°blockv₀ = 8.5 m/s

A block is given a push so that it starts sliding up a ramp at 25° with a speed of 8.5 m/s. The coefficient of kinetic friction is 0.2. Use g = 9.81 m/s². How far d along the ramp does it slide before it stops?

v₀ = 8.5 m/sθ = 25°μ = 0.2g = 9.81 m/s²
d = m
5.Projectile motionMedium
v0​ = 24 m/s65°x = ?

A ball is launched at 65° above horizontal from level ground. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 24 m/sθ = 65°g = 9.81 m/s²
x = m
6.Projectile motionHard
h = 25 mv0​ = 17 m/s40°α = ?

A ball is launched at 17 m/s and 40° above the horizontal from the top of a 25 m cliff. Ignore air resistance and use g = 9.81 m/s². At what angle α below the horizontal does it hit the ground?

v₀ = 17 m/sθ = 40°h = 25 mg = 9.81 m/s²
α = °
7.Work & energyMedium
45°d = 8 mμ = 0.15

A block slides from rest down a slope at 45° to the horizontal. The coefficient of kinetic friction is 0.15. Find its speed v after it has slid 8 m along the slope.

θ = 45°μ = 0.15d = 8 mg = 9.81 m/s²
v = m/s
8.Work & energyHard
F = 20 N30°μ = 0.22 kg

A 2 kg block starts from rest at the bottom of a 30° slope and is pulled up the slope by a constant force of 20 N parallel to the slope. The coefficient of kinetic friction is 0.2. Find the speed v of the block after it has moved 8 m up the slope.

m = 2 kgF = 20 Nθ = 30°μ = 0.2d = 8 mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
3.5 kgv = ?5 gh = 4 cm

A 5 g bullet is fired horizontally into a 3.5 kg wooden block hanging on light strings, and stays inside it. The block swings up until it is 4 cm higher than at the start. Use g = 9.81 m/s². Find the speed v of the bullet before impact.

m = 5 gM = 3.5 kgh = 4 cmg = 9.81 m/s²
v = m/s
10.Momentum & collisionsHard
14 m/s11 m/s

A 0.55 kg ball hits a wall at 14 m/s and bounces straight back at 11 m/s. The contact lasts 40 ms. Find the magnitude of the impulse J the wall gives the ball.

m = 0.55 kgvin = 14 m/svout = 11 m/sΔt = 40 ms
J = N·s
11.Hydrostatic forceMedium
gated = 3 mH = 3 m

A vertical rectangular gate 1 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 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 3 mH = 3 m

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of glycerin, 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 = 1260 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
12d1​ = 200 mm, p1​ = ?d2​ = 100 mm, p2​ = 210 kPa

Water flows at 40 L/s through a horizontal pipe that narrows from 200 mm to 100 mm. The pressure in the narrow section is 210 kPa. Ignoring losses, find the pressure p1 in the wide section.

Q = 40 L/sd1 = 200 mmd2 = 100 mmp2 = 210 kPaρ = 1000 kg/m³
p1 = kPa
14.Continuity & BernoulliHard
H = ?d1​ = 100 mmp1​ = 20 kPad2​ = 25 mm

A fountain nozzle points straight up. Just below the nozzle the supply pipe has a diameter of 100 mm and a gauge pressure of 20 kPa. The nozzle exit diameter is 25 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 = 100 mmp1 = 20 kPa (gauge)d2 = 25 mmρ = 1000 kg/m³g = 9.81 m/s²
H = m
15.Ideal gas lawMedium
330 g of ArP = 500 kPaT = 65 °CV = ?

What volume V does 330 g of Ar occupy at 500 kPa and 65 °C? Treat it as an ideal gas.

m = 330 gM = 39.95 g/molP = 500 kPaT = 65 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
CO₂, M = 44.01 g/molP = 250 kPaT = 40 °Cρ = ?

Find the density ρ of CO₂ at 250 kPa and 40 °C, treating it as an ideal gas.

M = 44.01 g/molP = 250 kPaT = 40 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 425 °CTL​ = ?EQH​ = 2700 kJQL​ = 1076 kJW

A reversible (Carnot) heat engine takes in 2700 kJ of heat from a reservoir at 425 °C and rejects 1076 kJ per cycle. Find the temperature TL of the cold reservoir in °C.

TH = 425 °CQH = 2700 kJQL = 1076 kJ
TL = °C
18.Heat engines & refrigeratorsHard
800 °CTm​ = ?15 °CABWA​WB​

Two Carnot engines work in series. Engine A receives heat from a reservoir at 800 °C and rejects heat to an intermediate reservoir at temperature Tm. Engine B takes all that heat and rejects heat to a reservoir at 15 °C. Both engines have the same thermal efficiency. Find Tm in °C.

TH = 800 °CTL = 15 °C
Tm = °C
19.Waves, sound & opticsMedium
θc = ?90°flint glass, n1​ = 1.62water, n2​ = 1.33

Light travels in flint glass (n = 1.62) towards a flat boundary with water (n = 1.33). Find the critical angle θc beyond which it is totally reflected.

n1 = 1.62n2 = 1.33
θc = °
20.Waves, sound & opticsHard
θa​ = ?n1​ = 1.55n2​ = 1.47n0​ = 1.00

An optical fibre has a core with n₁ = 1.55 and a cladding with n₂ = 1.47. 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 = 1.55n2 = 1.47n0 = 1.00
θa = °

3Solutions

1.Kinematics

Answer: d = 42.95 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.

Units

v₀ = 54/3.6 = 15 m/s

Reaction distance

d1 = v₀·tr = 15·1.5 = 22.5 m

Braking distance

d2 = v₀²/(2a) = 15²/(2·5.5) = 20.45 m

Total

d = 22.5 + 20.45 = 42.95 m

Answer

d = 42.95 m
2.Kinematics

Answer: t = 35 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 = 2·9 = 18 m/s

Braking time

t3 = v/a3 = 18/4.5 = 4 s

Total time

t = 9 + 22 + 4 = 35 s

Answer

t = 35 s
3.Newton’s laws

Answer: a = 1.512 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 20° − 0.2·cos 20°) = 9.81·(0.342 − 0.1879) = 1.512 m/s²

Answer

a = 1.512 m/s²
4.Newton’s laws

Answer: d = 6.098 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 25° + 0.2·cos 25°) = 5.924 m/s²

Distance

d = v₀²/(2a) = 8.5²/(2·5.924) = 6.098 m

Answer

d = 6.098 m
5.Projectile motion

Answer: x = 44.98 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 = 24·cos 65° = 10.14 m/s
vy = v0·sin θ = 24·sin 65° = 21.75 m/s

Time in the air

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

t = 2·21.75/9.81 = 4.435 s

Horizontal distance

x = vx·t = 10.14·4.435 = 44.98 m

Answer

x = 44.98 m
6.Projectile motion

Answer: α = 62.2 °

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 = 17·cos 40° = 13.02 m/s
vy0 = 17·sin 40° = 10.93 m/s

Vertical speed at impact

Energy or v² = v₀² + 2as in the vertical direction.

vy = √(10.93² + 2·9.81·25) = 24.7 m/s

Impact angle

tan α = vy/vx = 24.7/13.02 → α = 62.2°

Answer

α = 62.2°
7.Work & energy

Answer: v = 9.713 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 balance along the slope

The block drops a height d·sin θ while friction removes μmg·cos θ·d. The mass cancels.

½v² = g·d·(sin θ − μ·cos θ)
v = √(2·9.81·8·(0.7071 − 0.15·0.7071)) = 9.713 m/s

Answer

v = 9.713 m/s
8.Work & energy

Answer: v = 7.371 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).

Forces along the slope

m·g = 2·9.81 = 19.62 N
mg·sin θ = 9.81 N
μ·mg·cos θ = 3.398 N

Work–energy

½mv² = (20 − 13.21)·8 = 54.33 J
v = √(2·54.33/2) = 7.371 m/s

Answer

v = 7.371 m/s
9.Momentum & collisions

Answer: v = 621 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.

Swing after impact

V = √(2·g·h) = √(2·9.81·0.04) = 0.8859 m/s

Collision

m·v = (m + M)·V → v = (0.005 + 3.5)·0.8859/0.005 = 621 m/s

Answer

v = 621 m/s
10.Momentum & collisions

Answer: J = 13.75 N·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.

Change in momentum

J = m·Δv = 0.55·(11 + 14) = 13.75 N·s

Answer

J = 13.75 N·s
11.Hydrostatic force

Answer: F = 132.4 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 = 3 + 3/2 = 4.5 m
A = H·b = 3·1 = 3 m²
gated = 3 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·4.5·3 = 132.4 kN

Answer

F = 132.4 kN
12.Hydrostatic force

Answer: F = 250.3 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 = 1260·9.81·4.5·4.5 = 250.3 kN

Answer

F = 250.3 kN
13.Continuity & Bernoulli

Answer: p1 = 222.2 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.

Velocities

v1 = Q/A1 = 0.04/0.03142 = 1.273 m/s
v2 = Q/A2 = 0.04/0.007854 = 5.093 m/s

Bernoulli

p1 = p2 + ½ρ(v2² − v1²) = 210 + ½·1000·(5.093² − 1.273²)/1000 = 210 + 12.16 = 222.2 kPa

Answer

p1 = 222.2 kPa
14.Continuity & Bernoulli

Answer: H = 2.047 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 = 25/100 = 0.25
v2 = √(2p1/(ρ(1 − β⁴))) = √(2·20000/(1000·0.9961)) = 6.337 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) = 6.337²/(2·9.81) = 2.047 m

Answer

H = 2.047 m
15.Ideal gas law

Answer: V = 46.45 L

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

Moles

n = 330/39.95 = 8.26 mol
T = 65 + 273.15 = 338.1 K

Volume

V = nRT/P = 8.26·8.314·338.1/500 = 46.45 L

Answer

V = 46.45 L
16.Ideal gas law

Answer: ρ = 4.226 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 40 + 273.15 = 313.1 K

Density

ρ = 250·44.01/(8.314·313.1) = 4.226 kg/m³

Answer

ρ = 4.226 kg/m³
17.Heat engines & refrigerators

Answer: TL = 5.076 °C

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 temperature of the source

TH = 425 + 273.15 = 698.1 K

Reversible heat ratio

TL = TH·QL/QH = 698.1·1076/2700 = 278.2 K = 5.076 °C

Answer

TL = 5.076 °C
18.Heat engines & refrigerators

Answer: Tm = 282.9 °C

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 = 15 + 273.15 = 288.1 K

Equal efficiencies

1 − Tm/TH = 1 − TL/Tm gives Tm² = TH·TL.

Tm = √(1073·288.1) = 556.1 K = 282.9 °C

Answer

Tm = 282.9 °C
19.Waves, sound & optics

Answer: θc = 55.18 °

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.

Refraction at 90°

sin θc = n₂/n₁ = 1.33/1.62 = 0.821

Critical angle

θc = arcsin(0.821) = 55.18°

Answer

θc = 55.18°
20.Waves, sound & optics

Answer: θa = 29.44 °

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 = 1.47/1.55 = 0.9484 → θc = 71.51°

Numerical aperture

NA = √(1.55² − 1.47²) = 0.4915

Acceptance angle

θa = arcsin(0.4915) = 29.44°

Answer

θa = 29.44°

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