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 = ?s = 1900 m

A plane needs a speed of 260 km/h to take off and the usable runway is 1900 m long. Starting from rest, what constant acceleration a does it need?

v₀ = 0v = 260 km/hs = 1900 m
a = m/s²
2.KinematicsHard
v₀ = 10 m/s30 m

A ball is thrown straight up at 10 m/s from the edge of a roof 30 m above the ground. Ignore air resistance and use g = 9.81 m/s². Find the greatest height hmax above the ground.

v₀ = 10 m/sh₀ = 30 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
30 kg35°F = 200 Nμ = 0.1

A 30 kg sled is pulled across level snow by a rope at 35° above the horizontal with a force of 200 N. The coefficient of kinetic friction is 0.1. Use g = 9.81 m/s². Find the acceleration a of the sled.

m = 30 kgF = 200 Nθ = 35°μ = 0.1g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 10 kg3.5 kgμ = 0.2

A 10 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 3.5 kg mass. The coefficient of kinetic friction between block and table is 0.2. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 10 kgm2 = 3.5 kgμ = 0.2g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
30 my = ?v0​ = 34 m/s70°

A ball is kicked from level ground at 34 m/s and 70° above the horizontal towards a wall 30 m away. Ignore air resistance and use g = 9.81 m/s². At what height y does the ball pass the wall?

v₀ = 34 m/sθ = 70°x = 30 mg = 9.81 m/s²
y = m
6.Projectile motionHard
11 mv0​ = 30 m/s70°x = ?

A ball is thrown from ground level at 30 m/s and 70° above the horizontal. It lands on the flat roof of a building 11 m high, on its way down. Ignore air resistance and use g = 9.81 m/s². Find the horizontal distance x from the launch point to where it lands.

v₀ = 30 m/sθ = 70°hroof = 11 mg = 9.81 m/s²
x = m
7.Work & energyMedium
45°d = 18 mμ = 0.1

A block slides from rest down a slope at 45° to the horizontal. The coefficient of kinetic friction is 0.1. Find its speed v after it has slid 18 m along the slope.

θ = 45°μ = 0.1d = 18 mg = 9.81 m/s²
v = m/s
8.Work & energyHard
h = 4 mL = 2.5 mμ = 0.2k = 1000 N/m

A 4 kg block is released from rest at height 4 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 2.5 m long (μ = 0.2) and then runs onto a spring (k = 1000 N/m) on a smooth surface. Find the speed v of the block when it reaches the spring.

m = 4 kgh = 4 mL = 2.5 mμ = 0.2k = 1000 N/mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
5 kg10 m/s3 kg

A 5 kg glider moving at 10 m/s makes a perfectly elastic head-on collision with a 3 kg glider at rest on a frictionless track. Find the velocity v′1 of the first glider after the collision (positive in its original direction).

m1 = 5 kgm2 = 3 kgv1 = 10 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
13 m/s9 m/s

A 0.45 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 = 0.45 kgvin = 13 m/svout = 9 m/sΔt = 50 ms
J = N·s
11.Hydrostatic forceMedium
gated = 2.5 mH = 1 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of water, with its top edge 2.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 2.5 mH = 1 mb = 1 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 0.5 mH = 1.5 m

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of oil, with its top edge 0.5 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 0.5 mH = 1.5 mb = 1.5 mρ = 880 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
Q = ?d = 20 mm, Cd​ = 0.63h = 2 m

Water drains from a large open tank through a sharp-edged orifice with a diameter of 20 mm. The water level is kept 2 m above the orifice and the discharge coefficient is 0.63. Find the flow rate Q. Use g = 9.81 m/s².

d = 20 mmh = 2 mCd = 0.63g = 9.81 m/s²
Q = L/s
14.Continuity & BernoulliHard
12d1​ = 75 mm, p1​ = 250 kPad2​ = 40 mm, p2​ = ?Δz = 8 m

Water flows up through a pipe that narrows from 75 mm to 40 mm while rising 8 m. At section 1 the pressure is 250 kPa and the velocity is 3 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 75 mmd2 = 40 mmp1 = 250 kPav1 = 3 m/sΔz = 8 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
440 g of O₂V = 20 LT = 45 °CP = ?

A tank of 20 L contains 440 g of O₂ at 45 °C. Treat it as an ideal gas and find the pressure P.

m = 440 gM = 32 g/molV = 20 LT = 45 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
O₂, M = 32 g/molP = 350 kPaT = 0 °Cρ = ?

Find the density ρ of O₂ at 350 kPa and 0 °C, treating it as an ideal gas.

M = 32 g/molP = 350 kPaT = 0 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 500 °CTL​ = 5 °CEQH​QL​W

A heat engine works between a hot reservoir at 500 °C and a cold reservoir at 5 °C. Find the highest possible thermal efficiency ηmax.

TH = 500 °CTL = 5 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 20 °CTL​ = 0 °CHPQ̇H​ = 10 kWQ̇L​Ẇ

A heat pump keeps a house at 20 °C while it is 0 °C outside, delivering 10 kW of heat to the house. Find the highest possible coefficient of performance COPmax.

TH = 20 °CTL = 0 °CQ̇H = 10 kW
COPmax =
19.Waves, sound & opticsMedium
L = 0.8 mn = 2

A pipe open at both ends is 0.8 m long. The speed of sound is 343 m/s. Find the frequency f2 of its harmonic number 2.

v = 343 m/sn = 2L = 0.8 m
f2 = Hz
20.Waves, sound & opticsHard
λ = 650 nma = 0.15 mmL = 1.5 m

Light of wavelength 650 nm passes through a single slit 0.15 mm wide. Find the width w of the central bright maximum on a screen 1.5 m away (between the first dark fringes on either side).

λ = 650 nma = 0.15 mmL = 1.5 m
w = mm

3Solutions

1.Kinematics

Answer: a = 1.373 m/s²

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

v = 260/3.6 = 72.22 m/s

Acceleration

a = v²/(2s) = 72.22²/(2·1900) = 1.373 m/s²

Answer

a = 1.373 m/s²
2.Kinematics

Answer: hmax = 35.1 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 = 10²/(2·9.81) = 5.097 m

Height above the ground

hmax = 30 + 5.097 = 35.1 m

Answer

hmax = 35.1 m
3.Newton’s laws

Answer: a = 4.862 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.

Normal force

N = m·g − F·sin θ = 294.3 − 200·sin 35° = 179.6 N

Horizontal forces

m·a = F·cos θ − μ·N = 163.8 − 17.96
a = 145.9/30 = 4.862 m/s²

Answer

a = 4.862 m/s²
4.Newton’s laws

Answer: a = 1.09 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) = (34.34 − 19.62)/13.5 = 1.09 m/s²

Answer

a = 1.09 m/s²
5.Projectile motion

Answer: y = 49.78 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 = 34·cos 70° = 11.63 m/s
t = x/vx = 30/11.63 = 2.58 s

Height at that time

y = 31.95·2.58 − ½·9.81·2.58² = 49.78 m

Answer

y = 49.78 m

The ball is still rising at the wall.

6.Projectile motion

Answer: x = 54.65 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

vx = 10.26 m/s, vy = 28.19 m/s

Time to land on the roof

Larger root: the ball is descending.

11 = 28.19·t − 4.905·t²
t = (28.19 + √(28.19² − 2·9.81·11))/9.81 = 5.326 s

Horizontal distance

x = vx·t = 10.26·5.326 = 54.65 m

Answer

x = 54.65 m
7.Work & energy

Answer: v = 14.99 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 = √(2·9.81·18·(0.7071 − 0.1·0.7071)) = 14.99 m/s

Answer

v = 14.99 m/s
8.Work & energy

Answer: v = 8.287 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 left after the rough strip

The ramp is smooth, so only the strip removes energy.

mgh − μmgL = 39.24·(4 − 0.2·2.5) = 137.3 J

Speed at the spring

½mv² = mg(h − μL) → v = √(2g(h − μL)) = √(2·9.81·3.5) = 8.287 m/s

Answer

v = 8.287 m/s
9.Momentum & collisions

Answer: v′1 = 2.5 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.

Elastic collision with a target at rest

Solving momentum and energy conservation together gives these two results.

v′1 = (5 − 3)/(5 + 3)·10 = 2.5 m/s
v′2 = 2·5/(5 + 3)·10 = 12.5 m/s

Answer

v′1 = 2.5 m/s
10.Momentum & collisions

Answer: J = 9.9 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 = 0.45·(9 + 13) = 9.9 N·s

Answer

J = 9.9 N·s
11.Hydrostatic force

Answer: F = 29.43 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 = 2.5 + 1/2 = 3 m
A = H·b = 1·1 = 1 m²
gated = 2.5 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·3·1 = 29.43 kN

Answer

F = 29.43 kN
12.Hydrostatic force

Answer: ycp = 1.4 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 = 0.5 + 1.5/2 = 1.25 m
A = H·b = 1.5·1.5 = 2.25 m²
gated = 0.5 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 880·9.81·1.25·2.25 = 24.28 kN

Centre of pressure

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

Ic = b·H³/12 = 1.5·1.5³/12 = 0.4219 m⁴
ycp = yc + Ic/(yc·A) = 1.25 + 0.4219/(1.25·2.25) = 1.4 m

Answer

ycp = 1.4 m
13.Continuity & Bernoulli

Answer: Q = 1.24 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.

Ideal jet velocity

√(2gh) = √(2·9.81·2) = 6.264 m/s

Actual flow rate

The discharge coefficient accounts for the contraction of the jet and friction at the edge.

Q = Cd·A·√(2gh) = 0.63·0.0003142·6.264 = 0.00124 m³/s = 1.24 L/s

Answer

Q = 1.24 L/s
14.Continuity & Bernoulli

Answer: p2 = 120.4 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 = 3·(75/40)² = 10.55 m/s
½ρ(v1² − v2²) = ½·1000·(3² − 10.55²)/1000 = −51.12 kPa
ρgΔz = 1000·9.81·8/1000 = 78.48 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 250 + (−51.12) − 78.48 = 120.4 kPa

Answer

p2 = 120.4 kPa
15.Ideal gas law

Answer: P = 1819 kPa

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

Moles

n = m/M = 440/32 = 13.75 mol
T = 45 + 273.15 = 318.1 K

Pressure

P = nRT/V = 13.75·8.314·318.1/0.02 = 1819 kPa

Answer

P = 1819 kPa
16.Ideal gas law

Answer: ρ = 4.932 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 0 + 273.15 = 273.1 K

Density

ρ = 350·32/(8.314·273.1) = 4.932 kg/m³

Answer

ρ = 4.932 kg/m³
17.Heat engines & refrigerators

Answer: ηmax = 64.02 %

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 = 500 + 273.15 = 773.1 K
TL = 5 + 273.15 = 278.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 278.1/773.1 = 64.02 %

Answer

ηmax = 64.02 %
18.Heat engines & refrigerators

Answer: COPmax = 14.66

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 = 20 + 273.15 = 293.1 K
TL = 0 + 273.15 = 273.1 K

Best possible COP

COPHP,max = TH/(TH − TL) = 293.1/(293.1 − 273.1) = 14.66

Answer

COPmax = 14.66
19.Waves, sound & optics

Answer: f2 = 428.8 Hz

Standing waves and the Doppler effect: a string fixed at both ends, or a pipe open at both ends, fits whole half-wavelengths: L = nλ/2, fn = n·v/(2L), n = 1, 2, 3, … A pipe closed at one end has a node at the closed end and an antinode at the open end: L = nλ/4 with odd n only, fn = n·v/(4L). When source or observer move along the line between them, f′ = f·(v ± vo)/(v ∓ vs): use the upper signs for motion towards each other. Two waves of nearly equal frequency beat at |f₁ − f₂|.

Wavelength of this mode

λ = 2L/n = 2·0.8/2 = 0.8 m

Frequency

f = v/λ = 343/0.8 = 428.8 Hz

Answer

f2 = 428.8 Hz
20.Waves, sound & optics

Answer: w = 13 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 = 650 × 10⁻⁹·1.5/(0.15 × 10⁻³) = 6.5 mm

Width of the central maximum

w = 2y₁ = 13 mm

Answer

w = 13 mm

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