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)1.1 s33.33

A driver moving at 120 km/h sees an obstacle. Her reaction time is 1.1 s, after which the car brakes with a constant deceleration of 4 m/s². Find the total stopping distance d from the moment she sees the obstacle.

v₀ = 120 km/htr = 1.1 sa = −4 m/s²
d = m
2.KinematicsHard
v₀ = 5 m/s40 m

A ball is thrown straight up at 5 m/s from the edge of a roof 40 m above the ground. Ignore air resistance and use g = 9.81 m/s². Find the greatest height hmax above the ground.

v₀ = 5 m/sh₀ = 40 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
θ = 20°a = ?m = 6 kg

A 6 kg block slides down a slope at 20° to the horizontal. The coefficient of kinetic friction is 0.25. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 6 kgθ = 20°μ = 0.25g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 2 kg5 kgμ = 0.3

A 2 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 5 kg mass. The coefficient of kinetic friction between block and table is 0.3. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 2 kgm2 = 5 kgμ = 0.3g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 28 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 = 28 m/sθ = 20°g = 9.81 m/s²
t = s
6.Projectile motionHard
h = 40 mv0​ = 33 m/s35°H = ?

A ball is launched at 33 m/s and 35° above the horizontal from the top of a 40 m cliff. Ignore air resistance and use g = 9.81 m/s². Find the greatest height H above the ground at the foot of the cliff.

v₀ = 33 m/sθ = 35°h = 40 mg = 9.81 m/s²
H = m
7.Work & energyMedium
25°d = 13 mμ = 0.15

A block slides from rest down a slope at 25° to the horizontal. The coefficient of kinetic friction is 0.15. Find its speed v after it has slid 13 m along the slope.

θ = 25°μ = 0.15d = 13 mg = 9.81 m/s²
v = m/s
8.Work & energyHard
F = 195 N35°μ = 0.1520 kg

A 20 kg block starts from rest at the bottom of a 35° slope and is pulled up the slope by a constant force of 195 N parallel to the slope. The coefficient of kinetic friction is 0.15. Find the speed v of the block after it has moved 2 m up the slope.

m = 20 kgF = 195 Nθ = 35°μ = 0.15d = 2 mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
3.5 kgv = ?10 gh = 14 cm

A 10 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 14 cm higher than at the start. Use g = 9.81 m/s². Find the speed v of the bullet before impact.

m = 10 gM = 3.5 kgh = 14 cmg = 9.81 m/s²
v = m/s
10.Momentum & collisionsHard
13 m/s9 m/s

A 0.3 kg ball hits a wall at 13 m/s and bounces straight back at 9 m/s. The contact lasts 50 ms. Find the magnitude of the impulse J the wall gives the ball.

m = 0.3 kgvin = 13 m/svout = 9 m/sΔt = 50 ms
J = N·s
11.Hydrostatic forceMedium
gated = 0.5 mH = 2 m

A vertical rectangular gate 3 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 = 2 mb = 3 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 4 mH = 3 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 depth ycp of the centre of pressure below the surface.

d = 4 mH = 3 mb = 1 mρ = 1000 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 100 mm, p1​ = 350 kPad2​ = 50 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 100 mm to 50 mm. In the wide section the pressure is 350 kPa and the velocity is 0.75 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 100 mmd2 = 50 mmp1 = 350 kPav1 = 0.75 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 100 mm, p1​ = 150 kPad2​ = 75 mm, p2​ = ?Δz = 2 m

Water flows up through a pipe that narrows from 100 mm to 75 mm while rising 2 m. At section 1 the pressure is 150 kPa and the velocity is 2 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 100 mmd2 = 75 mmp1 = 150 kPav1 = 2 m/sΔz = 2 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
390 g of CO₂V = 5 LT = 85 °CP = ?

A tank of 5 L contains 390 g of CO₂ at 85 °C. Treat it as an ideal gas and find the pressure P.

m = 390 gM = 44.01 g/molV = 5 LT = 85 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
Ar, M = 39.95 g/molP = 250 kPaT = 140 °Cρ = ?

Find the density ρ of Ar at 250 kPa and 140 °C, treating it as an ideal gas.

M = 39.95 g/molP = 250 kPaT = 140 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 375 °CTL​ = 5 °CEQH​QL​W

A heat engine works between a hot reservoir at 375 °C and a cold reservoir at 5 °C. Find the highest possible thermal efficiency ηmax.

TH = 375 °CTL = 5 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 32 °CTL​ = 2 °CRQ̇H​Q̇L​ = 1 kWẆ

A refrigerator keeps its cold space at 2 °C in a kitchen at 32 °C, removing heat from the cold space at 1 kW. Find the highest possible coefficient of performance COPmax.

TH = 32 °CTL = 2 °CQ̇L = 1 kW
COPmax =
19.Waves, sound & opticsMedium
FFdo​ = 10 cmf = 30 cm

An object stands 10 cm in front of a thin converging lens with a focal length of 30 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 = 10 cmf = 30 cm
di = cm
20.Waves, sound & opticsHard
Fdo​ = 4 cmR = 24 cm

An object is 4 cm in front of a concave mirror with a radius of curvature of 24 cm. Find the image distance di, positive for an image in front of the mirror (real) and negative for one behind it (virtual).

do = 4 cmR = 24 cm
di = cm

3Solutions

1.Kinematics

Answer: d = 175.6 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 = 120/3.6 = 33.33 m/s

Reaction distance

d1 = v₀·tr = 33.33·1.1 = 36.67 m

Braking distance

d2 = v₀²/(2a) = 33.33²/(2·4) = 138.9 m

Total

d = 36.67 + 138.9 = 175.6 m

Answer

d = 175.6 m
2.Kinematics

Answer: hmax = 41.27 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.

Rise above the roof

0 = v₀² − 2·g·Δh → Δh = 5²/(2·9.81) = 1.274 m

Height above the ground

hmax = 40 + 1.274 = 41.27 m

Answer

hmax = 41.27 m
3.Newton’s laws

Answer: a = 1.051 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° − 0.25·cos 20°) = 9.81·(0.342 − 0.2349) = 1.051 m/s²

Answer

a = 1.051 m/s²
4.Newton’s laws

Answer: a = 6.166 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 of the system

a = (m2·g − μ·m1·g)/(m1 + m2) = (49.05 − 5.886)/7 = 6.166 m/s²

Answer

a = 6.166 m/s²
5.Projectile motion

Answer: t = 1.952 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 = 28·cos 20° = 26.31 m/s
vy = v0·sin θ = 28·sin 20° = 9.577 m/s

Time in the air

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

t = 2·9.577/9.81 = 1.952 s

Answer

t = 1.952 s
6.Projectile motion

Answer: H = 58.26 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.

Vertical launch speed

vy = 33·sin 35° = 18.93 m/s

Rise above the cliff

Δh = vy²/(2g) = 18.93²/(2·9.81) = 18.26 m

Height above the ground

H = 40 + 18.26 = 58.26 m

Answer

H = 58.26 m
7.Work & energy

Answer: v = 8.551 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 = √(2·9.81·13·(0.4226 − 0.15·0.9063)) = 8.551 m/s

Answer

v = 8.551 m/s
8.Work & energy

Answer: v = 3.416 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 = 20·9.81 = 196.2 N
mg·sin θ = 112.5 N
μ·mg·cos θ = 24.11 N

Work–energy

½mv² = (195 − 136.6)·2 = 116.7 J
v = √(2·116.7/20) = 3.416 m/s

Answer

v = 3.416 m/s
9.Momentum & collisions

Answer: v = 581.7 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) = √(2·9.81·0.14) = 1.657 m/s

Collision

m·v = (m + M)·V → v = (0.01 + 3.5)·1.657/0.01 = 581.7 m/s

Answer

v = 581.7 m/s
10.Momentum & collisions

Answer: J = 6.6 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 = 0.3·(9 + 13) = 6.6 N·s

Answer

J = 6.6 N·s
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 = 0.5 + 2/2 = 1.5 m
A = H·b = 2·3 = 6 m²
gated = 0.5 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·1.5·6 = 88.29 kN

Answer

F = 88.29 kN
12.Hydrostatic force

Answer: ycp = 5.636 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 + 3/2 = 5.5 m
A = H·b = 3·1 = 3 m²
gated = 4 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·5.5·3 = 161.9 kN

Centre of pressure

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

Ic = b·H³/12 = 1·3³/12 = 2.25 m⁴
ycp = yc + Ic/(yc·A) = 5.5 + 2.25/(5.5·3) = 5.636 m

Answer

ycp = 5.636 m
13.Continuity & Bernoulli

Answer: p2 = 345.8 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·(100/50)² = 3 m/s
½ρ(v1² − v2²) = ½·1000·(0.75² − 3²)/1000 = −4.219 kPa
p2 = p1 + ½ρ(v1² − v2²) = 350 + (−4.219) = 345.8 kPa

Answer

p2 = 345.8 kPa
14.Continuity & Bernoulli

Answer: p2 = 126.1 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 = 2·(100/75)² = 3.556 m/s
½ρ(v1² − v2²) = ½·1000·(2² − 3.556²)/1000 = −4.321 kPa
ρgΔz = 1000·9.81·2/1000 = 19.62 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 150 + (−4.321) − 19.62 = 126.1 kPa

Answer

p2 = 126.1 kPa
15.Ideal gas law

Answer: P = 5277 kPa

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

Moles

n = m/M = 390/44.01 = 8.862 mol
T = 85 + 273.15 = 358.1 K

Pressure

P = nRT/V = 8.862·8.314·358.1/0.005 = 5277 kPa

Answer

P = 5277 kPa
16.Ideal gas law

Answer: ρ = 2.908 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 140 + 273.15 = 413.1 K

Density

ρ = 250·39.95/(8.314·413.1) = 2.908 kg/m³

Answer

ρ = 2.908 kg/m³
17.Heat engines & refrigerators

Answer: ηmax = 57.09 %

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 = 375 + 273.15 = 648.1 K
TL = 5 + 273.15 = 278.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 278.1/648.1 = 57.09 %

Answer

ηmax = 57.09 %
18.Heat engines & refrigerators

Answer: COPmax = 9.172

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 = 32 + 273.15 = 305.1 K
TL = 2 + 273.15 = 275.1 K

Best possible COP

COPR,max = TL/(TH − TL) = 275.1/(305.1 − 275.1) = 9.172

Answer

COPmax = 9.172
19.Waves, sound & optics

Answer: di = −15 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 = 1/30 − 1/10
di = −15 cm
FF10 cmf = 30 cm

Ray diagram

virtual, on the same side as the object

Answer

di = −15 cm
20.Waves, sound & optics

Answer: di = −6 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.

Focal length

f = R/2 = 12 cm

Mirror equation

1/di = 1/f − 1/do = 1/12 − 1/4
di = −6 cm
F4 cmf = 12 cm

Ray diagram

virtual image behind the mirror

Answer

di = −6 cm

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