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
a = 2 m/s²s = 1800 m

A plane starts from rest and accelerates uniformly at 2 m/s² along a runway. Find its speed v after 1800 m.

v₀ = 0a = 2 m/s²s = 1800 m
v = m/s
2.KinematicsHard
v₀ = 8 m/s15 m

A ball is thrown straight up at 8 m/s from the edge of a roof 15 m above the ground. Ignore air resistance and use g = 9.81 m/s². Find the greatest height hmax above the ground.

v₀ = 8 m/sh₀ = 15 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
θ = 30°a = ?m = 12 kg

A 12 kg block slides down a slope at 30° to the horizontal. The coefficient of kinetic friction is 0.1. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 12 kgθ = 30°μ = 0.1g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 3 kg0.5 kgμ = 0.1

A 3 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 0.5 kg mass. The coefficient of kinetic friction between block and table is 0.1. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 3 kgm2 = 0.5 kgμ = 0.1g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
14 my = ?v0​ = 16 m/s65°

A ball is kicked from level ground at 16 m/s and 65° above the horizontal towards a wall 14 m away. Ignore air resistance and use g = 9.81 m/s². At what height y does the ball pass the wall?

v₀ = 16 m/sθ = 65°x = 14 mg = 9.81 m/s²
y = m
6.Projectile motionHard
h = 40 mv0​ = 22 m/s40°v = ?

A ball is launched at 22 m/s and 40° above the horizontal from the top of a 40 m cliff. Ignore air resistance and use g = 9.81 m/s². Find the speed v with which it hits the ground.

v₀ = 22 m/sθ = 40°h = 40 mg = 9.81 m/s²
v = m/s
7.Work & energyMedium
80 km/h

A car travelling at 80 km/h on a level road brakes hard and skids to a stop with its wheels locked. The coefficient of kinetic friction between the tyres and the road is 0.8. Find the stopping distance d.

v = 80 km/hμ = 0.8g = 9.81 m/s²
d = m
8.Work & energyHard
h = 1 mL = 2.5 mμ = 0.1k = 2500 N/m

A 1 kg block is released from rest at height 1 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 2.5 m long (μ = 0.1) and then runs onto a spring (k = 2500 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 1 kgh = 1 mL = 2.5 mμ = 0.1k = 2500 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
1.5 kgv = ?15 gh = 3 cm

A 15 g bullet is fired horizontally into a 1.5 kg wooden block hanging on light strings, and stays inside it. The block swings up until it is 3 cm higher than at the start. Use g = 9.81 m/s². Find the speed v of the bullet before impact.

m = 15 gM = 1.5 kgh = 3 cmg = 9.81 m/s²
v = m/s
10.Momentum & collisionsHard
24 m/s14 m/s

A 0.45 kg ball hits a wall at 24 m/s and bounces straight back at 14 m/s. The contact lasts 5 ms. Find the average force Favg of the wall on the ball.

m = 0.45 kgvin = 24 m/svout = 14 m/sΔt = 5 ms
Favg = N
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 = 2 mH = 2.5 m

A vertical rectangular gate 3 m wide sits in the wall of a tank of glycerin, with its top edge 2 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 2 mH = 2.5 mb = 3 mρ = 1260 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 200 mm, p1​ = 210 kPad2​ = 50 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 200 mm to 50 mm. In the wide section the pressure is 210 kPa and the velocity is 0.5 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 200 mmd2 = 50 mmp1 = 210 kPav1 = 0.5 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
C211.5 m3 md = 25 mmQ = ?

A hose with an inner diameter of 25 mm siphons water from an open tank. The highest point C of the hose is 1.5 m above the water surface, and the outlet (open to the air) is 3 m below the water surface. Ignore losses and take g = 9.81 m/s². Find the flow rate Q.

d = 25 mmzC = +1.5 mz2 = −3 mg = 9.81 m/s²
Q = L/s
15.Ideal gas lawMedium
430 g of N₂P = 650 kPaT = 0 °CV = ?

What volume V does 430 g of N₂ occupy at 650 kPa and 0 °C? Treat it as an ideal gas.

m = 430 gM = 28.01 g/molP = 650 kPaT = 0 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
State 1State 2

A fixed amount of CO₂ goes from 300 kPa, 2 L, 20 °C to 500 kPa and 190 °C. Find the new volume V2.

P1 = 300 kPaV1 = 2 LT1 = 20 °CP2 = 500 kPaT2 = 190 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 275 °CTL​ = 5 °CEQH​QL​W

A heat engine works between a hot reservoir at 275 °C and a cold reservoir at 5 °C. Find the highest possible thermal efficiency ηmax.

TH = 275 °CTL = 5 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 400 °CTL​ = 15 °CEQH​ = 900 kJQL​ = 639 kJW = 261 kJ

A heat engine takes in 900 kJ of heat from a reservoir at 400 °C, produces 261 kJ of work and rejects the rest to a reservoir at 15 °C, per cycle. Find the total entropy generated Sgen per cycle.

TH = 400 °CTL = 15 °CQH = 900 kJW = 261 kJ
Sgen = kJ/K
19.Waves, sound & opticsMedium
FFdo​ = 25 cmf = −12 cm

An object stands 25 cm in front of a thin diverging lens with a focal length of 12 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 = 25 cmf = −12 cm
di = cm
20.Waves, sound & opticsHard
λ = ?d = 0.3 mmL = 2.5 m17.73 mm

Two slits 0.3 mm apart are lit with monochromatic light. On a screen 2.5 m away, bright fringe number 4 lies 17.73 mm from the central fringe. Find the wavelength λ.

d = 0.3 mmL = 2.5 my4 = 17.73 mmm = 4
λ = nm

3Solutions

1.Kinematics

Answer: v = 84.85 m/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.

Speed after the distance

v = √(2·a·s) = √(2·2·1800) = 84.85 m/s

Answer

v = 84.85 m/s
(305.5 km/h)
2.Kinematics

Answer: hmax = 18.26 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 = 8²/(2·9.81) = 3.262 m

Height above the ground

hmax = 15 + 3.262 = 18.26 m

Answer

hmax = 18.26 m
3.Newton’s laws

Answer: a = 4.055 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 30° − 0.1·cos 30°) = 9.81·(0.5 − 0.0866) = 4.055 m/s²

Answer

a = 4.055 m/s²
4.Newton’s laws

Answer: a = 0.5606 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) = (4.905 − 2.943)/3.5 = 0.5606 m/s²

Answer

a = 0.5606 m/s²
5.Projectile motion

Answer: y = 8.997 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.

Time to the wall

vx = 16·cos 65° = 6.762 m/s
t = x/vx = 14/6.762 = 2.07 s

Height at that time

y = 14.5·2.07 − ½·9.81·2.07² = 8.997 m

Answer

y = 8.997 m

The ball is already on its way down at the wall.

6.Projectile motion

Answer: v = 35.62 m/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

vx = 22·cos 40° = 16.85 m/s
vy0 = 22·sin 40° = 14.14 m/s

Vertical speed at impact

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

vy = √(14.14² + 2·9.81·40) = 31.38 m/s

Impact speed

v = √(16.85² + 31.38²) = 35.62 m/s

Answer

v = 35.62 m/s

Check with energy: v² = v₀² + 2gh.

7.Work & energy

Answer: d = 31.46 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).

Speed in base units

v = 80/3.6 = 22.22 m/s

Energy balance

½mv² = μmg·d → d = v²/(2μg) = 22.22²/(2·0.8·9.81) = 31.46 m

Answer

d = 31.46 m

Doubling the speed makes the stopping distance four times longer.

8.Work & energy

Answer: x = 7.672 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 = 9.81·(1 − 0.1·2.5) = 7.357 J

Maximum compression

½kx² = 7.357 → x = √(2·7.357/2500) = 0.07672 m = 7.672 cm

Answer

x = 7.672 cm
9.Momentum & collisions

Answer: v = 77.49 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) = √(2·9.81·0.03) = 0.7672 m/s

Collision

m·v = (m + M)·V → v = (0.015 + 1.5)·0.7672/0.015 = 77.49 m/s

Answer

v = 77.49 m/s
10.Momentum & collisions

Answer: Favg = 3420 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 = 0.45·(14 + 24) = 17.1 N·s

Average force

Favg = J/Δt = 17.1/0.005 = 3420 N

Answer

Favg = 3420 N
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 = 3.41 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 = 2 + 2.5/2 = 3.25 m
A = H·b = 2.5·3 = 7.5 m²
gated = 2 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1260·9.81·3.25·7.5 = 301.3 kN

Centre of pressure

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

Ic = b·H³/12 = 3·2.5³/12 = 3.906 m⁴
ycp = yc + Ic/(yc·A) = 3.25 + 3.906/(3.25·7.5) = 3.41 m

Answer

ycp = 3.41 m
13.Continuity & Bernoulli

Answer: p2 = 178.1 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 = 0.5·(200/50)² = 8 m/s
½ρ(v1² − v2²) = ½·1000·(0.5² − 8²)/1000 = −31.88 kPa
p2 = p1 + ½ρ(v1² − v2²) = 210 + (−31.88) = 178.1 kPa

Answer

p2 = 178.1 kPa
14.Continuity & Bernoulli

Answer: Q = 3.766 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.

Velocity in the hose

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

v = √(2g·3) = √(2·9.81·3) = 7.672 m/s

Flow rate

Q = A·v = 0.0004909·7.672 = 0.003766 m³/s = 3.766 L/s

Answer

Q = 3.766 L/s
15.Ideal gas law

Answer: V = 53.64 L

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

Moles

n = 430/28.01 = 15.35 mol
T = 0 + 273.15 = 273.1 K

Volume

V = nRT/P = 15.35·8.314·273.1/650 = 53.64 L

Answer

V = 53.64 L
16.Ideal gas law

Answer: V2 = 1.896 L

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

Absolute temperatures

T1 = 293.1 K, T2 = 463.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 2·(300/500)·(463.1/293.1) = 1.896 L

Answer

V2 = 1.896 L
17.Heat engines & refrigerators

Answer: ηmax = 49.26 %

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 %

Answer

ηmax = 49.26 %
18.Heat engines & refrigerators

Answer: Sgen = 0.8806 kJ/K

Entropy generation: over a full cycle the working fluid has no net entropy change. The hot reservoir loses QH/TH and the cold reservoir gains QL/TL. Their sum is the entropy generated, which is zero for a reversible cycle and positive for every real one.

Heat rejected

QL = QH − W = 900 − 261 = 639 kJ

Absolute temperatures

TH = 400 + 273.15 = 673.1 K
TL = 15 + 273.15 = 288.1 K

Entropy changes of the reservoirs

ΔSH = −900/673.1 = −1.337 kJ/K
ΔSL = 639/288.1 = 2.218 kJ/K
Sgen = 2.218 − 1.337 = 0.8806 kJ/K

Answer

Sgen = 0.8806 kJ/K

Sgen > 0, so the engine is possible but irreversible.

19.Waves, sound & optics

Answer: di = −8.108 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/(−12) − 1/25
di = −8.108 cm
FF25 cmf = −12 cm

Ray diagram

virtual, on the same side as the object

Answer

di = −8.108 cm
20.Waves, sound & optics

Answer: λ = 531.9 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) = 0.01773·0.0003/(4·2.5) = 5.319 × 10⁻⁷ m = 531.9 nm

Answer

λ = 531.9 nm

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