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)t = ?25

A car driving at 90 km/h brakes with a constant deceleration of 5.5 m/s² until it stops. How long does braking take? Find t.

v₀ = 90 km/ha = −5.5 m/s²v = 0
t = s
2.KinematicsHard
v₀ = 19 m/s25 m

A ball is thrown straight up at 19 m/s from the edge of a roof 25 m above the ground. Ignore air resistance and use g = 9.81 m/s². Find the greatest height hmax above the ground.

v₀ = 19 m/sh₀ = 25 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
boxv₀ = 10 m/sμ = ?

A box slides across a level floor with an initial speed of 10 m/s and comes to rest after 34 m. Use g = 9.81 m/s². Find the coefficient of kinetic friction μ.

v₀ = 10 m/sd = 34 mg = 9.81 m/s²
μ =
4.Newton’s lawsHard
m1​ = 4.5 kg3 kgμ = 0.3

A 4.5 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 3 kg mass. The coefficient of kinetic friction between block and table is 0.3. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 4.5 kgm2 = 3 kgμ = 0.3g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = ?50°R = 20 m

A ball is launched from level ground at 50° above the horizontal and lands 20 m away. Ignore air resistance and use g = 9.81 m/s². Find the launch speed v0.

θ = 50°R = 20 mg = 9.81 m/s²
v0 = m/s
6.Projectile motionHard
h = 10 mv0​ = 22 m/s20°α = ?

A ball is launched at 22 m/s and 20° above the horizontal from the top of a 10 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 = 20°h = 10 mg = 9.81 m/s²
α = °
7.Work & energyMedium
0.05 kgk = 200 N/mh = ?

A toy launcher has a vertical spring of stiffness 200 N/m. A 0.05 kg ball is placed on it and the spring is compressed by 6 cm, then released. Ignoring air resistance and the spring’s mass, find the height h the ball rises, measured from its position when the spring was compressed.

m = 0.05 kgk = 200 N/mx = 6 cmg = 9.81 m/s²
h = m
8.Work & energyHard
k = 2000 N/m35°μ = 0.250.5 kg

A spring of stiffness 2000 N/m at the bottom of a 35° slope is compressed by 12 cm against a 0.5 kg block and released. The coefficient of kinetic friction between block and slope is 0.25. How far d up the slope does the block travel from the release point before it stops? (Ignore the short distance over which the spring pushes, i.e. take friction and gravity over the whole distance d.)

m = 0.5 kgk = 2000 N/mx = 12 cmθ = 35°μ = 0.25g = 9.81 m/s²
d = m
9.Momentum & collisionsMedium
2.5 kg10 m/s1.5 kg

A 2.5 kg glider moving at 10 m/s makes a perfectly elastic head-on collision with a 1.5 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 = 2.5 kgm2 = 1.5 kgv1 = 10 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
14 m/s13 m/s

A 0.35 kg ball hits a wall at 14 m/s and bounces straight back at 13 m/s. The contact lasts 10 ms. Find the magnitude of the impulse J the wall gives the ball.

m = 0.35 kgvin = 14 m/svout = 13 m/sΔt = 10 ms
J = N·s
11.Hydrostatic forceMedium
gated = 1 mH = 2.5 m

A vertical rectangular gate 3 m wide sits in the wall of a tank of water, with its top edge 1 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 1 mH = 2.5 mb = 3 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 3 mH = 3 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of seawater, with its top edge 3 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 3 mH = 3 mb = 2 mρ = 1025 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
12d1​ = 75 mm, p1​ = 260 kPad2​ = 40 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 75 mm to 40 mm. In the wide section the pressure is 260 kPa and the velocity is 0.75 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 75 mmd2 = 40 mmp1 = 260 kPav1 = 0.75 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 75 mm, p1​ = 140 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 140 kPa and the velocity is 1.75 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 75 mmd2 = 40 mmp1 = 140 kPav1 = 1.75 m/sΔz = 8 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
290 g of HeV = 50 LT = 10 °CP = ?

A tank of 50 L contains 290 g of He at 10 °C. Treat it as an ideal gas and find the pressure P.

m = 290 gM = 4.003 g/molV = 50 LT = 10 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
State 1State 2

A fixed amount of He goes from 100 kPa, 10 L, 25 °C to 800 kPa and 220 °C. Find the new volume V2.

P1 = 100 kPaV1 = 10 LT1 = 25 °CP2 = 800 kPaT2 = 220 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 700 °CTL​ = 35 °CEQH​ = 1200 kJQL​W = ?

A heat engine works between a hot reservoir at 700 °C and a cold reservoir at 35 °C. It takes in 1200 kJ of heat. Find the most work Wmax it could possibly produce.

TH = 700 °CTL = 35 °CQH = 1200 kJ
Wmax = kJ
18.Heat engines & refrigeratorsHard
TH​ = 21 °CTL​ = 2 °CHPQ̇H​ = 6 kWQ̇L​Ẇ

A heat pump keeps a house at 21 °C while it is 2 °C outside, delivering 6 kW of heat to the house. Find the highest possible coefficient of performance COPmax.

TH = 21 °CTL = 2 °CQ̇H = 6 kW
COPmax =
19.Waves, sound & opticsMedium
θc = ?90°glycerol, n1​ = 1.47air, n2​ = 1.00

Light travels in glycerol (n = 1.47) towards a flat boundary with air (n = 1.00). Find the critical angle θc beyond which it is totally reflected.

n1 = 1.47n2 = 1.00
θc = °
20.Waves, sound & opticsHard
λ = 450 nma = 0.12 mmL = 2.5 m

Light of wavelength 450 nm passes through a single slit 0.12 mm wide. Find the width w of the central bright maximum on a screen 2.5 m away (between the first dark fringes on either side).

λ = 450 nma = 0.12 mmL = 2.5 m
w = mm

3Solutions

1.Kinematics

Answer: t = 4.545 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.

Units

v₀ = 90/3.6 = 25 m/s

Braking time

0 = v₀ − a·t → t = v₀/a = 25/5.5 = 4.545 s

Answer

t = 4.545 s
2.Kinematics

Answer: hmax = 43.4 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 = 19²/(2·9.81) = 18.4 m

Height above the ground

hmax = 25 + 18.4 = 43.4 m

Answer

hmax = 43.4 m
3.Newton’s laws

Answer: μ = 0.1499

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) = 10²/(2·34) = 1.471 m/s²

Friction coefficient

μ·m·g = m·a → μ = a/g = 1.471/9.81 = 0.1499

Answer

μ = 0.1499
4.Newton’s laws

Answer: T = 22.96 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) = (29.43 − 13.24)/7.5 = 2.158 m/s²

Tension from the block on the table

T − μ·m1·g = m1·a
T = 4.5·2.158 + 13.24 = 22.96 N

Answer

T = 22.96 N
5.Projectile motion

Answer: v0 = 14.11 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.

Solve the range formula for v₀

v₀ = √(g·R/sin 2θ) = √(9.81·20/sin 100°) = 14.11 m/s

Answer

v0 = 14.11 m/s
6.Projectile motion

Answer: α = 37.56 °

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 20° = 20.67 m/s
vy0 = 22·sin 20° = 7.524 m/s

Vertical speed at impact

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

vy = √(7.524² + 2·9.81·10) = 15.9 m/s

Impact angle

tan α = vy/vx = 15.9/20.67 → α = 37.56°

Answer

α = 37.56°
7.Work & energy

Answer: h = 0.7339 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).

Spring energy

x = 6 cm = 0.06 m
½kx² = ½·200·0.06² = 0.36 J

Height

m·g = 0.05·9.81 = 0.4905 N
h = ½kx²/(mg) = 0.36/0.4905 = 0.7339 m

Answer

h = 0.7339 m
8.Work & energy

Answer: d = 3.772 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).

Spring energy

x = 12 cm = 0.12 m
½kx² = ½·2000·0.12² = 14.4 J

Energy balance along the slope

m·g = 0.5·9.81 = 4.905 N
½kx² = mg·d·(sin θ + μ·cos θ)
d = 14.4/(4.905·(0.5736 + 0.25·0.8192)) = 3.772 m

Answer

d = 3.772 m
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 = (2.5 − 1.5)/(2.5 + 1.5)·10 = 2.5 m/s
v′2 = 2·2.5/(2.5 + 1.5)·10 = 12.5 m/s

Answer

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

Answer: J = 9.45 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 = 0.35·(13 + 14) = 9.45 N·s

Answer

J = 9.45 N·s
11.Hydrostatic force

Answer: F = 165.5 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 = 1 + 2.5/2 = 2.25 m
A = H·b = 2.5·3 = 7.5 m²
gated = 1 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2.25·7.5 = 165.5 kN

Answer

F = 165.5 kN
12.Hydrostatic force

Answer: F = 271.5 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 + 3/2 = 4.5 m
A = H·b = 3·2 = 6 m²
gated = 3 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 1025·9.81·4.5·6 = 271.5 kN

Answer

F = 271.5 kN
13.Continuity & Bernoulli

Answer: p2 = 256.8 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·(75/40)² = 2.637 m/s
½ρ(v1² − v2²) = ½·1000·(0.75² − 2.637²)/1000 = −3.195 kPa
p2 = p1 + ½ρ(v1² − v2²) = 260 + (−3.195) = 256.8 kPa

Answer

p2 = 256.8 kPa
14.Continuity & Bernoulli

Answer: p2 = 44.13 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 = 1.75·(75/40)² = 6.152 m/s
½ρ(v1² − v2²) = ½·1000·(1.75² − 6.152²)/1000 = −17.39 kPa
ρgΔz = 1000·9.81·8/1000 = 78.48 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 140 + (−17.39) − 78.48 = 44.13 kPa

Answer

p2 = 44.13 kPa
15.Ideal gas law

Answer: P = 3411 kPa

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

Moles

n = m/M = 290/4.003 = 72.45 mol
T = 10 + 273.15 = 283.1 K

Pressure

P = nRT/V = 72.45·8.314·283.1/0.05 = 3411 kPa

Answer

P = 3411 kPa
16.Ideal gas law

Answer: V2 = 2.068 L

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

Absolute temperatures

T1 = 298.1 K, T2 = 493.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 10·(100/800)·(493.1/298.1) = 2.068 L

Answer

V2 = 2.068 L
17.Heat engines & refrigerators

Answer: Wmax = 820 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 = 700 + 273.15 = 973.1 K
TL = 35 + 273.15 = 308.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 308.1/973.1 = 68.33 %

Maximum work

Wmax = ηmax·QH = 0.6833·1200 = 820 kJ

Answer

Wmax = 820 kJ
18.Heat engines & refrigerators

Answer: COPmax = 15.48

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 = 21 + 273.15 = 294.1 K
TL = 2 + 273.15 = 275.1 K

Best possible COP

COPHP,max = TH/(TH − TL) = 294.1/(294.1 − 275.1) = 15.48

Answer

COPmax = 15.48
19.Waves, sound & optics

Answer: θc = 42.86 °

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 = 1.00/1.47 = 0.6803

Critical angle

θc = arcsin(0.6803) = 42.86°

Answer

θc = 42.86°
20.Waves, sound & optics

Answer: w = 18.75 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 = 450 × 10⁻⁹·2.5/(0.12 × 10⁻³) = 9.375 mm

Width of the central maximum

w = 2y₁ = 18.75 mm

Answer

w = 18.75 mm

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