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
policea = 3 m/s²car35 m/s

A car speeding at a constant 35 m/s passes a police car standing still. At that moment the police car starts and accelerates uniformly at 3 m/s². How long does it take the police car to catch up? Find t.

vcar = 35 m/sapolice = 3 m/s²v0,police = 0
t = s
2.KinematicsHard
v₀ = 17 m/s40 m

A ball is thrown straight up at 17 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 = 17 m/sh₀ = 40 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
boxv₀ = 8 m/sμ = ?

A box slides across a level floor with an initial speed of 8 m/s and comes to rest after 33 m. Use g = 9.81 m/s². Find the coefficient of kinetic friction μ.

v₀ = 8 m/sd = 33 mg = 9.81 m/s²
μ =
4.Newton’s lawsHard
θ = 15°blockv₀ = 7 m/s

A block is given a push so that it starts sliding up a ramp at 15° with a speed of 7 m/s. The coefficient of kinetic friction is 0.15. Use g = 9.81 m/s². How far d along the ramp does it slide before it stops?

v₀ = 7 m/sθ = 15°μ = 0.15g = 9.81 m/s²
d = m
5.Projectile motionMedium
v0​ = 18 m/s20°x = ?

A ball is launched at 20° above horizontal from level ground. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 18 m/sθ = 20°g = 9.81 m/s²
x = m
6.Projectile motionHard
h = 35 mv0​ = 22 m/s55°α = ?

A ball is launched at 22 m/s and 55° 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 = 22 m/sθ = 55°h = 35 mg = 9.81 m/s²
α = °
7.Work & energyMedium
30°d = 10 mμ = 0.35

A 0.5 kg block slides 10 m down a slope at 30° to the horizontal, with a coefficient of kinetic friction of 0.35. Find the work Wf done against friction.

m = 0.5 kgθ = 30°μ = 0.35d = 10 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
h = 13.5 mR = 3 mN = ?

A 1 kg cart is released from rest at a height of 13.5 m on a smooth track that leads into a vertical circular loop of radius 3 m. Find the normal force N the track exerts on the cart at the top of the loop.

m = 1 kgh = 13.5 mR = 3 mg = 9.81 m/s²
N = N
9.Momentum & collisionsMedium
7 kg45 m/s1 kgv′2​ = ?

An 8 kg projectile moving horizontally at 33 m/s explodes into two fragments that move along the same line. The 7 kg fragment continues forwards at 45 m/s. Find the velocity v′2 of the 1 kg fragment (positive in the original direction).

M = 8 kgu = 33 m/sm1 = 7 kgv′1 = 45 m/sm2 = 1 kg
v′2 = m/s
10.Momentum & collisionsHard
17 m/s18 m/s

A 0.2 kg ball hits a wall at 17 m/s and bounces straight back at 18 m/s. The contact lasts 10 ms. Find the magnitude of the impulse J the wall gives the ball.

m = 0.2 kgvin = 17 m/svout = 18 m/sΔt = 10 ms
J = N·s
11.Hydrostatic forceMedium
gated = 3 mH = 2 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 = 2 mb = 1 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 2 mH = 2.5 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of water, 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 = 1 mρ = 1000 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 100 mm, p1​ = 120 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 120 kPa and the velocity is 2.25 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 100 mmd2 = 50 mmp1 = 120 kPav1 = 2.25 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
H = ?d1​ = 75 mmp1​ = 130 kPad2​ = 40 mm

A fountain nozzle points straight up. Just below the nozzle the supply pipe has a diameter of 75 mm and a gauge pressure of 130 kPa. The nozzle exit diameter is 40 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 = 75 mmp1 = 130 kPa (gauge)d2 = 40 mmρ = 1000 kg/m³g = 9.81 m/s²
H = m
15.Ideal gas lawMedium
200 g of N₂V = 10 LT = 25 °CP = ?

A tank of 10 L contains 200 g of N₂ at 25 °C. Treat it as an ideal gas and find the pressure P.

m = 200 gM = 28.01 g/molV = 10 LT = 25 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
State 1State 2

A fixed amount of He goes from 150 kPa, 2 L, 10 °C to 700 kPa and 100 °C. Find the new volume V2.

P1 = 150 kPaV1 = 2 LT1 = 10 °CP2 = 700 kPaT2 = 100 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 500 °CTL​ = ?EQH​ = 1400 kJQL​ = 585 kJW

A reversible (Carnot) heat engine takes in 1400 kJ of heat from a reservoir at 500 °C and rejects 585 kJ per cycle. Find the temperature TL of the cold reservoir in °C.

TH = 500 °CQH = 1400 kJQL = 585 kJ
TL = °C
18.Heat engines & refrigeratorsHard
TH​ = 700 °CT0​ = 27 °CTL​ = -15 °CERWQ̇H​ = 100 kWQ̇L​ = ?

A Carnot heat engine receives 100 kW of heat from a source at 700 °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 -15 °C and also rejects heat to the surroundings at 27 °C. Find the rate Q̇L at which heat is removed from the freezer.

TH = 700 °CT0 = 27 °CTL = -15 °CQ̇H = 100 kW
Q̇L = kW
19.Waves, sound & opticsMedium
θc = ?90°diamond, n1​ = 2.42water, n2​ = 1.33

Light travels in diamond (n = 2.42) towards a flat boundary with water (n = 1.33). Find the critical angle θc beyond which it is totally reflected.

n1 = 2.42n2 = 1.33
θc = °
20.Waves, sound & opticsHard
λ = 633 nma = 0.15 mmL = 1 m

Light of wavelength 633 nm passes through a single slit 0.15 mm wide. Find the width w of the central bright maximum on a screen 1 m away (between the first dark fringes on either side).

λ = 633 nma = 0.15 mmL = 1 m
w = mm

3Solutions

1.Kinematics

Answer: t = 23.33 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.

Equal distances

v·t = ½·a·t² → t = 2v/a = 2·35/3 = 23.33 s

Answer

t = 23.33 s

At that moment the police car moves at 2v = 70 m/s.

2.Kinematics

Answer: hmax = 54.73 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 = 17²/(2·9.81) = 14.73 m

Height above the ground

hmax = 40 + 14.73 = 54.73 m

Answer

hmax = 54.73 m
3.Newton’s laws

Answer: μ = 0.09885

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

a = v₀²/(2d) = 8²/(2·33) = 0.9697 m/s²

Friction coefficient

μ·m·g = m·a → μ = a/g = 0.9697/9.81 = 0.09885

Answer

μ = 0.09885
4.Newton’s laws

Answer: d = 6.186 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 15° + 0.15·cos 15°) = 3.96 m/s²

Distance

d = v₀²/(2a) = 7²/(2·3.96) = 6.186 m

Answer

d = 6.186 m
5.Projectile motion

Answer: x = 21.23 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 = 18·cos 20° = 16.91 m/s
vy = v0·sin θ = 18·sin 20° = 6.156 m/s

Time in the air

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

t = 2·6.156/9.81 = 1.255 s

Horizontal distance

x = vx·t = 16.91·1.255 = 21.23 m

Answer

x = 21.23 m
6.Projectile motion

Answer: α = 68.36 °

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 55° = 12.62 m/s
vy0 = 22·sin 55° = 18.02 m/s

Vertical speed at impact

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

vy = √(18.02² + 2·9.81·35) = 31.8 m/s

Impact angle

tan α = vy/vx = 31.8/12.62 → α = 68.36°

Answer

α = 68.36°
7.Work & energy

Answer: Wf = 14.87 J

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).

Friction force

N = mg·cos θ = 4.905·0.866 = 4.248 N
F = μN = 0.35·4.248 = 1.487 N

Work against friction

Wf = F·d = 1.487·10 = 14.87 J

Answer

Wf = 14.87 J
8.Work & energy

Answer: N = 39.24 N

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). On a circular path the net force towards the centre must equal mv²/r.

Speed at the top

v² = 2g(h − 2R) = 2·9.81·(13.5 − 6) = 147.2 m²/s²

Forces at the top

m·g = 1·9.81 = 9.81 N
N = mv²/R − mg = 1·147.2/3 − 9.81 = 39.24 N

Answer

N = 39.24 N

The cart just makes it round when h = 2.5R; then N = 0 at the top.

9.Momentum & collisions

Answer: v′2 = −51 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 = 8·33 = 264 kg·m/s

Momentum after

264 = 7·45 + 1·v′2
v′2 = (264 − 315)/1 = −51 m/s

Answer

v′2 = −51 m/s

The minus sign means the second fragment flies backwards.

10.Momentum & collisions

Answer: J = 7 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 = 0.2·(18 + 17) = 7 N·s

Answer

J = 7 N·s
11.Hydrostatic force

Answer: F = 78.48 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 + 2/2 = 4 m
A = H·b = 2·1 = 2 m²
gated = 3 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·4·2 = 78.48 kN

Answer

F = 78.48 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 = 2.5·1 = 2.5 m²
gated = 2 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·3.25·2.5 = 79.71 kN

Centre of pressure

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

Ic = b·H³/12 = 1·2.5³/12 = 1.302 m⁴
ycp = yc + Ic/(yc·A) = 3.25 + 1.302/(3.25·2.5) = 3.41 m

Answer

ycp = 3.41 m
13.Continuity & Bernoulli

Answer: p2 = 82.03 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 = 2.25·(100/50)² = 9 m/s
½ρ(v1² − v2²) = ½·1000·(2.25² − 9²)/1000 = −37.97 kPa
p2 = p1 + ½ρ(v1² − v2²) = 120 + (−37.97) = 82.03 kPa

Answer

p2 = 82.03 kPa
14.Continuity & Bernoulli

Answer: H = 14.42 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 = 40/75 = 0.5333
v2 = √(2p1/(ρ(1 − β⁴))) = √(2·130000/(1000·0.9191)) = 16.82 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) = 16.82²/(2·9.81) = 14.42 m

Answer

H = 14.42 m
15.Ideal gas law

Answer: P = 1770 kPa

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

Moles

n = m/M = 200/28.01 = 7.14 mol
T = 25 + 273.15 = 298.1 K

Pressure

P = nRT/V = 7.14·8.314·298.1/0.01 = 1770 kPa

Answer

P = 1770 kPa
16.Ideal gas law

Answer: V2 = 0.5648 L

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

Absolute temperatures

T1 = 283.1 K, T2 = 373.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 2·(150/700)·(373.1/283.1) = 0.5648 L

Answer

V2 = 0.5648 L
17.Heat engines & refrigerators

Answer: TL = 49.92 °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 = 500 + 273.15 = 773.1 K

Reversible heat ratio

TL = TH·QL/QH = 773.1·585/1400 = 323.1 K = 49.92 °C

Answer

TL = 49.92 °C
18.Heat engines & refrigerators

Answer: Q̇L = 425.1 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 = 700 + 273.15 = 973.1 K
T0 = 27 + 273.15 = 300.1 K
TL = -15 + 273.15 = 258.1 K

Engine work

η = 1 − 300.1/973.1 = 0.6916
Ẇ = 0.6916·100 = 69.16 kW

Heat removed by the refrigerator

COPR = 258.1/(300.1 − 258.1) = 6.146
Q̇L = 6.146·69.16 = 425.1 kW

Answer

Q̇L = 425.1 kW
19.Waves, sound & optics

Answer: θc = 33.34 °

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 = 1.33/2.42 = 0.5496

Critical angle

θc = arcsin(0.5496) = 33.34°

Answer

θc = 33.34°
20.Waves, sound & optics

Answer: w = 8.44 mm

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, …

First dark fringe

y₁ = λL/a = 633 × 10⁻⁹·1/(0.15 × 10⁻³) = 4.22 mm

Width of the central maximum

w = 2y₁ = 8.44 mm

Answer

w = 8.44 mm

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