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 = ?22.22

A car driving at 80 km/h brakes with a constant deceleration of 7 m/s² until it stops. How long does braking take? Find t.

v₀ = 80 km/ha = −7 m/s²v = 0
t = s
2.KinematicsHard
v₀ = 17 m/s30 m

A ball is thrown straight up at 17 m/s from the edge of a roof 30 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 = 30 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
θ = 45°a = ?m = 19 kg

A 19 kg block slides down a slope at 45° 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 = 19 kgθ = 45°μ = 0.3g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
θ = 30°blockv₀ = 5 m/s

A block is given a push so that it starts sliding up a ramp at 30° with a speed of 5 m/s. The coefficient of kinetic friction is 0.3. Use g = 9.81 m/s². How far d along the ramp does it slide before it stops?

v₀ = 5 m/sθ = 30°μ = 0.3g = 9.81 m/s²
d = m
5.Projectile motionMedium
v0​ = 32 m/s70°x = ?

A ball is launched at 70° above horizontal from level ground. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 32 m/sθ = 70°g = 9.81 m/s²
x = m
6.Projectile motionHard
h = 35 mv0​ = 20 m/s35°α = ?

A ball is launched at 20 m/s and 35° above the horizontal from the top of a 35 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 = 20 m/sθ = 35°h = 35 mg = 9.81 m/s²
α = °
7.Work & energyMedium
45°d = 17 mμ = 0.25

A block slides from rest down a slope at 45° to the horizontal. The coefficient of kinetic friction is 0.25. Find its speed v after it has slid 17 m along the slope.

θ = 45°μ = 0.25d = 17 mg = 9.81 m/s²
v = m/s
8.Work & energyHard
k = 1000 N/m15°μ = 0.155 kg

A spring of stiffness 1000 N/m at the bottom of a 15° slope is compressed by 15 cm against a 5 kg block and released. The coefficient of kinetic friction between block and slope is 0.15. How far d up the slope does the block travel from the release point before it stops? (Ignore the short distance over which the spring pushes, i.e. take friction and gravity over the whole distance d.)

m = 5 kgk = 1000 N/mx = 15 cmθ = 15°μ = 0.15g = 9.81 m/s²
d = m
9.Momentum & collisionsMedium
5 kg56 m/s10 kgv′2​ = ?

A 15 kg projectile moving horizontally at 24 m/s explodes into two fragments that move along the same line. The 5 kg fragment continues forwards at 56 m/s. Find the velocity v′2 of the 10 kg fragment (positive in the original direction).

M = 15 kgu = 24 m/sm1 = 5 kgv′1 = 56 m/sm2 = 10 kg
v′2 = m/s
10.Momentum & collisionsHard
4 kgv = ?12 g10°L = 1.3 m

A 12 g bullet is fired horizontally into a 4 kg block hanging from light strings 1.3 m long, and stays in it. The strings swing out to a largest angle of 10° from the vertical. Use g = 9.81 m/s². Find the speed v of the bullet before impact.

m = 12 gM = 4 kgL = 1.3 mθ = 10°g = 9.81 m/s²
v = m/s
11.Hydrostatic forceMedium
gated = 0.5 mH = 1.5 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of water, with its top edge 0.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 0.5 mH = 1.5 mb = 2 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 4 mH = 1 m

A vertical rectangular gate 3 m wide sits in the wall of a tank of water, 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 = 3 mρ = 1000 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
v = ?p0​pp0​ − p = 22 kPastagnation point

A pitot-static tube in a water pipe reads a difference of 22 kPa between the stagnation pressure and the static pressure. Find the water velocity v at the tip.

p0 − p = 22 kPaρ = 1000 kg/m³
v = m/s
14.Continuity & BernoulliHard
C210.5 m4 md = 25 mmpC​ = ?

A hose with an inner diameter of 25 mm siphons water from an open tank. The highest point C of the hose is 0.5 m above the water surface, and the outlet (open to the air) is 4 m below the water surface. Ignore losses and take g = 9.81 m/s². Find the absolute pressure pC at point C. The atmospheric pressure is 101.3 kPa.

d = 25 mmzC = +0.5 mz2 = −4 mg = 9.81 m/s²patm = 101.3 kPa
pC = kPa
15.Ideal gas lawMedium
220 g of HeV = 20 LT = 35 °CP = ?

A tank of 20 L contains 220 g of He at 35 °C. Treat it as an ideal gas and find the pressure P.

m = 220 gM = 4.003 g/molV = 20 LT = 35 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
Ar, M = 39.95 g/molP = 450 kPaT = 160 °Cρ = ?

Find the density ρ of Ar at 450 kPa and 160 °C, treating it as an ideal gas.

M = 39.95 g/molP = 450 kPaT = 160 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 625 °CTL​ = 40 °CEQH​QL​W

A heat engine works between a hot reservoir at 625 °C and a cold reservoir at 40 °C. Find the highest possible thermal efficiency ηmax.

TH = 625 °CTL = 40 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 1000 °CT0​ = 27 °CTL​ = -20 °CERWQ̇H​ = 190 kWQ̇L​ = ?

A Carnot heat engine receives 190 kW of heat from a source at 1000 °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 -20 °C and also rejects heat to the surroundings at 27 °C. Find the rate Q̇L at which heat is removed from the freezer.

TH = 1000 °CT0 = 27 °CTL = -20 °CQ̇H = 190 kW
Q̇L = kW
19.Waves, sound & opticsMedium
FFdo​ = 4 cmf = 8 cm

An object stands 4 cm in front of a thin converging lens with a focal length of 8 cm. Find the image distance di. Use the sign convention 1/f = 1/do + 1/di (f < 0 for a diverging lens, di < 0 for a virtual image).

do = 4 cmf = 8 cm
di = cm
20.Waves, sound & opticsHard
λ = 500 nmθ2​ = ?

Light of wavelength 500 nm falls at right angles on a grating with 800 lines per millimetre. Find the angle θ2 of the order-2 maximum.

N = 800 mm⁻¹λ = 500 nmm = 2
θ2 = °

3Solutions

1.Kinematics

Answer: t = 3.175 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 = 80/3.6 = 22.22 m/s

Braking time

0 = v₀ − a·t → t = v₀/a = 22.22/7 = 3.175 s

Answer

t = 3.175 s
2.Kinematics

Answer: t = 4.753 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.

−30 = 17·t − ½·9.81·t²
4.905·t² − 17·t − 30 = 0

Solve the quadratic

Only the positive root is physical.

t = (17 + √(17² + 2·9.81·30))/9.81 = 4.753 s

Answer

t = 4.753 s
3.Newton’s laws

Answer: a = 4.856 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 45° − 0.3·cos 45°) = 9.81·(0.7071 − 0.2121) = 4.856 m/s²

Answer

a = 4.856 m/s²
4.Newton’s laws

Answer: d = 1.677 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 30° + 0.3·cos 30°) = 7.454 m/s²

Distance

d = v₀²/(2a) = 5²/(2·7.454) = 1.677 m

Answer

d = 1.677 m
5.Projectile motion

Answer: x = 67.1 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 = 32·cos 70° = 10.94 m/s
vy = v0·sin θ = 32·sin 70° = 30.07 m/s

Time in the air

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

t = 2·30.07/9.81 = 6.131 s

Horizontal distance

x = vx·t = 10.94·6.131 = 67.1 m

Answer

x = 67.1 m
6.Projectile motion

Answer: α = 60.2 °

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 = 20·cos 35° = 16.38 m/s
vy0 = 20·sin 35° = 11.47 m/s

Vertical speed at impact

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

vy = √(11.47² + 2·9.81·35) = 28.61 m/s

Impact angle

tan α = vy/vx = 28.61/16.38 → α = 60.2°

Answer

α = 60.2°
7.Work & energy

Answer: v = 13.3 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 = √(2·9.81·17·(0.7071 − 0.25·0.7071)) = 13.3 m/s

Answer

v = 13.3 m/s
8.Work & energy

Answer: d = 0.5681 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 = 15 cm = 0.15 m
½kx² = ½·1000·0.15² = 11.25 J

Energy balance along the slope

m·g = 5·9.81 = 49.05 N
½kx² = mg·d·(sin θ + μ·cos θ)
d = 11.25/(49.05·(0.2588 + 0.15·0.9659)) = 0.5681 m

Answer

d = 0.5681 m
9.Momentum & collisions

Answer: v′2 = 8 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 = 15·24 = 360 kg·m/s

Momentum after

360 = 5·56 + 10·v′2
v′2 = (360 − 280)/10 = 8 m/s

Answer

v′2 = 8 m/s
10.Momentum & collisions

Answer: v = 208.1 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.

Rise of the block

h = L·(1 − cos θ) = 1.3·(1 − cos 10°) = 0.01975 m

Speed after impact

V = √(2·9.81·0.01975) = 0.6225 m/s

Collision

v = (m + M)·V/m = 4.012·0.6225/0.012 = 208.1 m/s

Answer

v = 208.1 m/s
11.Hydrostatic force

Answer: F = 36.79 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 = 0.5 + 1.5/2 = 1.25 m
A = H·b = 1.5·2 = 3 m²
gated = 0.5 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·1.25·3 = 36.79 kN

Answer

F = 36.79 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 = 1·3 = 3 m²
gated = 4 mH = 1 mF

Resultant force

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

Centre of pressure

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

Ic = b·H³/12 = 3·1³/12 = 0.25 m⁴
ycp = yc + Ic/(yc·A) = 4.5 + 0.25/(4.5·3) = 4.519 m

Answer

ycp = 4.519 m
13.Continuity & Bernoulli

Answer: v = 6.633 m/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 to the stagnation point

The flow comes to rest at the tip, so its kinetic energy shows up as extra pressure.

p0 − p = ½ρv²
v = √(2·22000/1000) = 6.633 m/s

Answer

v = 6.633 m/s
14.Continuity & Bernoulli

Answer: pC = 57.15 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.

Velocity in the hose

Surface and outlet are both open to the air, so the pressure terms cancel.

v = √(2g·4) = √(2·9.81·4) = 8.859 m/s

Bernoulli from the surface to C

patm = pC + ½ρv² + ρgzC
pC = 101.3 − 1000·(8.859²/2 + 9.81·0.5)/1000 = 101.3 − 44.15 = 57.15 kPa

Answer

pC = 57.15 kPa

If this pressure falls to the vapour pressure of the water, the siphon stops working.

15.Ideal gas law

Answer: P = 7040 kPa

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

Moles

n = m/M = 220/4.003 = 54.96 mol
T = 35 + 273.15 = 308.1 K

Pressure

P = nRT/V = 54.96·8.314·308.1/0.02 = 7040 kPa

Answer

P = 7040 kPa
16.Ideal gas law

Answer: ρ = 4.992 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 160 + 273.15 = 433.1 K

Density

ρ = 450·39.95/(8.314·433.1) = 4.992 kg/m³

Answer

ρ = 4.992 kg/m³
17.Heat engines & refrigerators

Answer: ηmax = 65.13 %

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 = 625 + 273.15 = 898.1 K
TL = 40 + 273.15 = 313.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 313.1/898.1 = 65.13 %

Answer

ηmax = 65.13 %
18.Heat engines & refrigerators

Answer: Q̇L = 782.1 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 = 1000 + 273.15 = 1273 K
T0 = 27 + 273.15 = 300.1 K
TL = -20 + 273.15 = 253.1 K

Engine work

η = 1 − 300.1/1273 = 0.7642
Ẇ = 0.7642·190 = 145.2 kW

Heat removed by the refrigerator

COPR = 253.1/(300.1 − 253.1) = 5.386
Q̇L = 5.386·145.2 = 782.1 kW

Answer

Q̇L = 782.1 kW
19.Waves, sound & optics

Answer: di = −8 cm

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.

Thin-lens equation

1/di = 1/f − 1/do = 1/8 − 1/4
di = −8 cm
FF4 cmf = 8 cm

Ray diagram

virtual, on the same side as the object

Answer

di = −8 cm
20.Waves, sound & optics

Answer: θ2 = 53.13 °

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 = 1/800 mm = 1.25 × 10⁻⁶ m

Grating equation

sin θ = mλ/d = 2·500 × 10⁻⁹/(1.25 × 10⁻⁶) = 0.8
θ = 53.13°

Answer

θ2 = 53.13°

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