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)5 s20

A car driving at 72 km/h brakes with a constant deceleration of 4 m/s² until it stops. Find the braking distance s.

v₀ = 72 km/ha = −4 m/s²v = 0
s = m
2.KinematicsHard
AB: 19 m/s30 m

Ball A is dropped from rest from a height of 30 m. At the same instant ball B is thrown straight up from the ground directly below at 19 m/s. Ignore air resistance and use g = 9.81 m/s². When do the balls meet? Find t.

H = 30 mv0B = 19 m/sg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
10 kg1.5 kg

Masses of 10 kg and 1.5 kg hang on either side of a light, frictionless pulley, connected by a light string. The system is released from rest. Use g = 9.81 m/s². Find the acceleration a of the masses.

m1 = 10 kgm2 = 1.5 kgg = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 9 kg5.5 kgμ = 0.1

A 9 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 5.5 kg mass. The coefficient of kinetic friction between block and table is 0.1. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 9 kgm2 = 5.5 kgμ = 0.1g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 36 m/sθ = ?R = 120 m

A ball is launched from level ground at 36 m/s and must land 120 m away. Ignore air resistance and use g = 9.81 m/s². Find the smaller of the two possible launch angles θ.

v₀ = 36 m/sR = 120 mg = 9.81 m/s²
θ = °
6.Projectile motionHard
h = 40 mv0​ = 20 m/s45°x = ?

A ball is launched at 45° above horizontal from the top of a 40 m cliff. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 20 m/sθ = 45°h = 40 mg = 9.81 m/s²
x = m
7.Work & energyMedium
35°d = 9 mμ = 0.4

A block slides from rest down a slope at 35° to the horizontal. The coefficient of kinetic friction is 0.4. Find its speed v after it has slid 9 m along the slope.

θ = 35°μ = 0.4d = 9 mg = 9.81 m/s²
v = m/s
8.Work & energyHard
h = 2 mL = 2.5 mμ = 0.15k = 2500 N/m

A 10 kg block is released from rest at height 2 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 2.5 m long (μ = 0.15) and then runs onto a spring (k = 2500 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 10 kgh = 2 mL = 2.5 mμ = 0.15k = 2500 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
1 kg33 m/s4 kgv′2​ = ?

A 5 kg projectile moving horizontally at 24 m/s explodes into two fragments that move along the same line. The 1 kg fragment continues forwards at 33 m/s. Find the velocity v′2 of the 4 kg fragment (positive in the original direction).

M = 5 kgu = 24 m/sm1 = 1 kgv′1 = 33 m/sm2 = 4 kg
v′2 = m/s
10.Momentum & collisionsHard
22 m/s13 m/s

A 0.35 kg ball hits a wall at 22 m/s and bounces straight back at 13 m/s. The contact lasts 40 ms. Find the average force Favg of the wall on the ball.

m = 0.35 kgvin = 22 m/svout = 13 m/sΔt = 40 ms
Favg = N
11.Hydrostatic forceMedium
gated = 4 mH = 1 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of water, with its top edge 4 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 4 mH = 1 mb = 1 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 3 mH = 2 m

A vertical rectangular gate 3 m wide sits in the wall of a tank of seawater, with its top edge 3 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 3 mH = 2 mb = 3 mρ = 1025 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
d1​ = 200 mmd2​ = 100 mm12p1​ − p2​ = 24 kPaQ = ?

Water flows through a horizontal venturi meter with an inlet diameter of 200 mm and a throat diameter of 100 mm. The pressure at the inlet is 24 kPa higher than at the throat. Ignoring losses, find the flow rate Q.

d1 = 200 mmd2 = 100 mmp1 − p2 = 24 kPaρ = 1000 kg/m³
Q = L/s
14.Continuity & BernoulliHard
12d1​ = 75 mm, p1​ = 390 kPad2​ = 40 mm, p2​ = ?Δz = 6 m

Water flows up through a pipe that narrows from 75 mm to 40 mm while rising 6 m. At section 1 the pressure is 390 kPa and the velocity is 0.5 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 75 mmd2 = 40 mmp1 = 390 kPav1 = 0.5 m/sΔz = 6 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
310 g of ArV = 50 LT = 10 °CP = ?

A tank of 50 L contains 310 g of Ar at 10 °C. Treat it as an ideal gas and find the pressure P.

m = 310 gM = 39.95 g/molV = 50 LT = 10 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
CH₄, M = 16.04 g/molP = 1000 kPaT = 160 °Cρ = ?

Find the density ρ of CH₄ at 1000 kPa and 160 °C, treating it as an ideal gas.

M = 16.04 g/molP = 1000 kPaT = 160 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 275 °CTL​ = 5 °CEQH​ = 1000 kJQL​W = ?

A heat engine works between a hot reservoir at 275 °C and a cold reservoir at 5 °C. It takes in 1000 kJ of heat. Find the most work Wmax it could possibly produce.

TH = 275 °CTL = 5 °CQH = 1000 kJ
Wmax = kJ
18.Heat engines & refrigeratorsHard
TH​ = 22 °CTL​ = -5 °CHPQ̇H​ = 8 kWQ̇L​Ẇ

A heat pump keeps a house at 22 °C while it is -5 °C outside, delivering 8 kW of heat to the house. Find the highest possible coefficient of performance COPmax.

TH = 22 °CTL = -5 °CQ̇H = 8 kW
COPmax =
19.Waves, sound & opticsMedium
FFdo​ = 60 cmf = 20 cm

An object stands 60 cm in front of a thin converging lens with a focal length of 20 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 = 60 cmf = 20 cm
di = cm
20.Waves, sound & opticsHard
θn1​ = 1.52n2​ = 1.44n0​ = 1.00

An optical fibre has a core with n₁ = 1.52 and a cladding with n₂ = 1.44. Find its numerical aperture NA.

n1 = 1.52n2 = 1.44
NA =

3Solutions

1.Kinematics

Answer: s = 50 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 = 72/3.6 = 20 m/s

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 20²/(2·4) = 50 m

Answer

s = 50 m
2.Kinematics

Answer: t = 1.579 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.

Meeting time

Up is positive, the ground is y = 0.

30 − ½g·t² = 19·t − ½g·t² → t = 30/19 = 1.579 s

Answer

t = 1.579 s
3.Newton’s laws

Answer: a = 7.251 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

The net driving force is the difference of the weights; it moves the total mass.

a = (10 − 1.5)·9.81/(10 + 1.5) = 7.251 m/s²

Answer

a = 7.251 m/s²
4.Newton’s laws

Answer: T = 36.84 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) = (53.96 − 8.829)/14.5 = 3.112 m/s²

Tension from the block on the table

T − μ·m1·g = m1·a
T = 9·3.112 + 8.829 = 36.84 N

Answer

T = 36.84 N
5.Projectile motion

Answer: θ = 32.64 °

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.

Range formula

R = v₀²·sin 2θ/g → sin 2θ = 9.81·120/36² = 0.9083

Angle

2θ = 65.28° → θ = 32.64°

Answer

θ = 32.64°

The other solution is 90° − θ = 57.36°.

6.Projectile motion

Answer: x = 65.63 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 = 20·cos 45° = 14.14 m/s
vy = v0·sin θ = 20·sin 45° = 14.14 m/s

Time in the air

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

0 = 40 + 14.14·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (14.14 + √(200 + 784.8))/9.81 = 4.641 s

Horizontal distance

x = vx·t = 14.14·4.641 = 65.63 m

Answer

x = 65.63 m
7.Work & energy

Answer: v = 6.59 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 = √(2·9.81·9·(0.5736 − 0.4·0.8192)) = 6.59 m/s

Answer

v = 6.59 m/s
8.Work & energy

Answer: x = 35.71 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 = 98.1·(2 − 0.15·2.5) = 159.4 J

Maximum compression

½kx² = 159.4 → x = √(2·159.4/2500) = 0.3571 m = 35.71 cm

Answer

x = 35.71 cm
9.Momentum & collisions

Answer: v′2 = 21.75 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 = 5·24 = 120 kg·m/s

Momentum after

120 = 1·33 + 4·v′2
v′2 = (120 − 33)/4 = 21.75 m/s

Answer

v′2 = 21.75 m/s
10.Momentum & collisions

Answer: Favg = 306.3 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 = 0.35·(13 + 22) = 12.25 N·s

Average force

Favg = J/Δt = 12.25/0.04 = 306.3 N

Answer

Favg = 306.3 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 = 4 + 1/2 = 4.5 m
A = H·b = 1·1 = 1 m²
gated = 4 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·4.5·1 = 44.15 kN

Answer

F = 44.15 kN
12.Hydrostatic force

Answer: ycp = 4.083 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 = 3 + 2/2 = 4 m
A = H·b = 2·3 = 6 m²
gated = 3 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1025·9.81·4·6 = 241.3 kN

Centre of pressure

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

Ic = b·H³/12 = 3·2³/12 = 2 m⁴
ycp = yc + Ic/(yc·A) = 4 + 2/(4·6) = 4.083 m

Answer

ycp = 4.083 m
13.Continuity & Bernoulli

Answer: Q = 56.2 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·(100/200)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 = √(2·24000/(1000·(1 − 0.0625))) = 7.155 m/s
v1 = 1.789 m/s

Flow rate

Q = A2·v2 = 0.007854·7.155 = 0.0562 m³/s = 56.2 L/s

Answer

Q = 56.2 L/s
14.Continuity & Bernoulli

Answer: p2 = 329.7 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 = 0.5·(75/40)² = 1.758 m/s
½ρ(v1² − v2²) = ½·1000·(0.5² − 1.758²)/1000 = −1.42 kPa
ρgΔz = 1000·9.81·6/1000 = 58.86 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 390 + (−1.42) − 58.86 = 329.7 kPa

Answer

p2 = 329.7 kPa
15.Ideal gas law

Answer: P = 365.3 kPa

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

Moles

n = m/M = 310/39.95 = 7.76 mol
T = 10 + 273.15 = 283.1 K

Pressure

P = nRT/V = 7.76·8.314·283.1/0.05 = 365.3 kPa

Answer

P = 365.3 kPa
16.Ideal gas law

Answer: ρ = 4.454 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 = 1000·16.04/(8.314·433.1) = 4.454 kg/m³

Answer

ρ = 4.454 kg/m³
17.Heat engines & refrigerators

Answer: Wmax = 492.6 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 = 275 + 273.15 = 548.1 K
TL = 5 + 273.15 = 278.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 278.1/548.1 = 49.26 %

Maximum work

Wmax = ηmax·QH = 0.4926·1000 = 492.6 kJ

Answer

Wmax = 492.6 kJ
18.Heat engines & refrigerators

Answer: COPmax = 10.93

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 = 22 + 273.15 = 295.1 K
TL = -5 + 273.15 = 268.1 K

Best possible COP

COPHP,max = TH/(TH − TL) = 295.1/(295.1 − 268.1) = 10.93

Answer

COPmax = 10.93
19.Waves, sound & optics

Answer: di = 30 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 = 1/20 − 1/60
di = 30 cm
FF60 cmf = 20 cm

Ray diagram

real, on the far side of the lens

Answer

di = 30 cm
20.Waves, sound & optics

Answer: NA = 0.4866

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 = 1.44/1.52 = 0.9474 → θc = 71.33°

Numerical aperture

NA = √(1.52² − 1.44²) = 0.4866

Answer

NA = 0.4866

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