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)3.03 s16.67

A car driving at 60 km/h brakes with a constant deceleration of 5.5 m/s² until it stops. Find the braking distance s.

v₀ = 60 km/ha = −5.5 m/s²v = 0
s = m
2.KinematicsHard
v₀ = 13 m/s30 m

A ball is thrown straight up at 13 m/s from the edge of a roof 30 m above the ground. Ignore air resistance and use g = 9.81 m/s². How long after the throw does it hit the ground? Find t.

v₀ = 13 m/sh₀ = 30 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
θ = 20°50 kgF = ?

A 50 kg box is pushed up a ramp at 20° to the horizontal at constant speed, by a force parallel to the ramp. The coefficient of kinetic friction is 0.2. Use g = 9.81 m/s². Find the pushing force F.

m = 50 kgθ = 20°μ = 0.2g = 9.81 m/s²
F = N
4.Newton’s lawsHard
m1​ = 10 kg3.5 kgμ = 0.25

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 0.25. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 10 kgm2 = 3.5 kgμ = 0.25g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 38 m/s25°range

A ball is launched at 25° above horizontal from level ground. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 38 m/sθ = 25°g = 9.81 m/s²
t = s
6.Projectile motionHard
h = 15 mv0​ = 13 m/s50°x = ?

A ball is launched at 50° above horizontal from the top of a 15 m cliff. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 13 m/sθ = 50°h = 15 mg = 9.81 m/s²
x = m
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 0.5. Find the stopping distance d.

v = 80 km/hμ = 0.5g = 9.81 m/s²
d = m
8.Work & energyHard
F = 70 N20°μ = 0.18 kg

An 8 kg block starts from rest at the bottom of a 20° slope and is pulled up the slope by a constant force of 70 N parallel to the slope. The coefficient of kinetic friction is 0.1. Find the speed v of the block after it has moved 6 m up the slope.

m = 8 kgF = 70 Nθ = 20°μ = 0.1d = 6 mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
5 kg8 m/s3.5 kg

A 5 kg glider moving at 8 m/s makes a perfectly elastic head-on collision with a 3.5 kg glider at rest on a frictionless track. Find the velocity v′2 of the second glider after the collision.

m1 = 5 kgm2 = 3.5 kgv1 = 8 m/sv2 = 0
v′2 = m/s
10.Momentum & collisionsHard
28 m/s7 m/s

A 0.45 kg ball hits a wall at 28 m/s and bounces straight back at 7 m/s. The contact lasts 50 ms. Find the magnitude of the impulse J the wall gives the ball.

m = 0.45 kgvin = 28 m/svout = 7 m/sΔt = 50 ms
J = N·s
11.Hydrostatic forceMedium
gated = 1.5 mH = 2 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of water, with its top edge 1.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 1.5 mH = 2 mb = 2 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 0.5 mH = 1 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of seawater, 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 mb = 1 mρ = 1025 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
Q = ?d = 40 mm, Cd​ = 0.64h = 1 m

Water drains from a large open tank through a sharp-edged orifice with a diameter of 40 mm. The water level is kept 1 m above the orifice and the discharge coefficient is 0.64. Find the flow rate Q. Use g = 9.81 m/s².

d = 40 mmh = 1 mCd = 0.64g = 9.81 m/s²
Q = L/s
14.Continuity & BernoulliHard
H = ?d1​ = 50 mmp1​ = 50 kPad2​ = 20 mm

A fountain nozzle points straight up. Just below the nozzle the supply pipe has a diameter of 50 mm and a gauge pressure of 50 kPa. The nozzle exit diameter is 20 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 = 50 mmp1 = 50 kPa (gauge)d2 = 20 mmρ = 1000 kg/m³g = 9.81 m/s²
H = m
15.Ideal gas lawMedium
430 g of CO₂P = 500 kPaT = 35 °CV = ?

What volume V does 430 g of CO₂ occupy at 500 kPa and 35 °C? Treat it as an ideal gas.

m = 430 gM = 44.01 g/molP = 500 kPaT = 35 °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, 15 °C to 750 kPa and 230 °C. Find the new volume V2.

P1 = 300 kPaV1 = 2 LT1 = 15 °CP2 = 750 kPaT2 = 230 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 250 °CTL​ = ?EQH​ = 4000 kJQL​ = 2318 kJW

A reversible (Carnot) heat engine takes in 4000 kJ of heat from a reservoir at 250 °C and rejects 2318 kJ per cycle. Find the temperature TL of the cold reservoir in °C.

TH = 250 °CQH = 4000 kJQL = 2318 kJ
TL = °C
18.Heat engines & refrigeratorsHard
TH​ = 850 °CTL​ = 25 °CEQH​ = 2400 kJQL​ = 1176 kJW = 1224 kJ

A heat engine takes in 2400 kJ of heat from a reservoir at 850 °C, produces 1224 kJ of work and rejects the rest to a reservoir at 25 °C, per cycle. Find the total entropy generated Sgen per cycle.

TH = 850 °CTL = 25 °CQH = 2400 kJW = 1224 kJ
Sgen = kJ/K
19.Waves, sound & opticsMedium
L = 1 mn = 5

A string fixed at both ends is 1 m long; waves travel on it at 180 m/s. Find the frequency f5 of its harmonic number 5.

v = 180 m/sn = 5L = 1 m
f5 = Hz
20.Waves, sound & opticsHard
λ = ?73.3°

A grating with 600 lines per millimetre shows the order-3 maximum of a spectral line at 73.3° from the straight-through direction. Find the wavelength λ of the line.

N = 600 mm⁻¹θ3 = 73.3°m = 3
λ = nm

3Solutions

1.Kinematics

Answer: s = 25.25 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 = 60/3.6 = 16.67 m/s

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 16.67²/(2·5.5) = 25.25 m

Answer

s = 25.25 m
2.Kinematics

Answer: t = 4.131 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.

Equation of motion

Up is positive and the ground is h₀ below the starting point.

−30 = 13·t − ½·9.81·t²
4.905·t² − 13·t − 30 = 0

Solve the quadratic

Only the positive root is physical.

t = (13 + √(13² + 2·9.81·30))/9.81 = 4.131 s

Answer

t = 4.131 s
3.Newton’s laws

Answer: F = 259.9 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.

Forces along the slope

Constant speed: the forces balance.

F = m·g·sin θ + μ·m·g·cos θ

Pushing force

F = 167.8 + 92.18 = 259.9 N

Answer

F = 259.9 N
4.Newton’s laws

Answer: a = 0.7267 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 − 24.53)/13.5 = 0.7267 m/s²

Answer

a = 0.7267 m/s²
5.Projectile motion

Answer: t = 3.274 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 = 38·cos 25° = 34.44 m/s
vy = v0·sin θ = 38·sin 25° = 16.06 m/s

Time in the air

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

t = 2·16.06/9.81 = 3.274 s

Answer

t = 3.274 s
6.Projectile motion

Answer: x = 25.38 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 = 13·cos 50° = 8.356 m/s
vy = v0·sin θ = 13·sin 50° = 9.959 m/s

Time in the air

Solve y(t) = h + vy·t − ½gt² = 0 for the positive root.

0 = 15 + 9.959·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (9.959 + √(99.17 + 294.3))/9.81 = 3.037 s

Horizontal distance

x = vx·t = 8.356·3.037 = 25.38 m

Answer

x = 25.38 m
7.Work & energy

Answer: d = 50.34 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/(2·0.5·9.81) = 50.34 m

Answer

d = 50.34 m

Doubling the speed makes the stopping distance four times longer.

8.Work & energy

Answer: v = 7.326 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 = 8·9.81 = 78.48 N
mg·sin θ = 26.84 N
μ·mg·cos θ = 7.375 N

Work–energy

½mv² = (70 − 34.22)·6 = 214.7 J
v = √(2·214.7/8) = 7.326 m/s

Answer

v = 7.326 m/s
9.Momentum & collisions

Answer: v′2 = 9.412 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)/(5 + 3.5)·8 = 1.412 m/s
v′2 = 2·5/(5 + 3.5)·8 = 9.412 m/s

Answer

v′2 = 9.412 m/s
10.Momentum & collisions

Answer: J = 15.75 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·(7 + 28) = 15.75 N·s

Answer

J = 15.75 N·s
11.Hydrostatic force

Answer: F = 98.1 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 = 1.5 + 2/2 = 2.5 m
A = H·b = 2·2 = 4 m²
gated = 1.5 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2.5·4 = 98.1 kN

Answer

F = 98.1 kN
12.Hydrostatic force

Answer: ycp = 1.083 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 + 1/2 = 1 m
A = H·b = 1·1 = 1 m²
gated = 0.5 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1025·9.81·1·1 = 10.06 kN

Centre of pressure

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

Ic = b·H³/12 = 1·1³/12 = 0.08333 m⁴
ycp = yc + Ic/(yc·A) = 1 + 0.08333/(1·1) = 1.083 m

Answer

ycp = 1.083 m
13.Continuity & Bernoulli

Answer: Q = 3.562 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) = √(2·9.81·1) = 4.429 m/s

Actual flow rate

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

Q = Cd·A·√(2gh) = 0.64·0.001257·4.429 = 0.003562 m³/s = 3.562 L/s

Answer

Q = 3.562 L/s
14.Continuity & Bernoulli

Answer: H = 5.231 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 = 20/50 = 0.4
v2 = √(2p1/(ρ(1 − β⁴))) = √(2·50000/(1000·0.9744)) = 10.13 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) = 10.13²/(2·9.81) = 5.231 m

Answer

H = 5.231 m
15.Ideal gas law

Answer: V = 50.06 L

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

Moles

n = 430/44.01 = 9.771 mol
T = 35 + 273.15 = 308.1 K

Volume

V = nRT/P = 9.771·8.314·308.1/500 = 50.06 L

Answer

V = 50.06 L
16.Ideal gas law

Answer: V2 = 1.397 L

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

Absolute temperatures

T1 = 288.1 K, T2 = 503.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 2·(300/750)·(503.1/288.1) = 1.397 L

Answer

V2 = 1.397 L
17.Heat engines & refrigerators

Answer: TL = 30.02 °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 = 250 + 273.15 = 523.1 K

Reversible heat ratio

TL = TH·QL/QH = 523.1·2318/4000 = 303.2 K = 30.02 °C

Answer

TL = 30.02 °C
18.Heat engines & refrigerators

Answer: Sgen = 1.807 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 = 2400 − 1224 = 1176 kJ

Absolute temperatures

TH = 850 + 273.15 = 1123 K
TL = 25 + 273.15 = 298.1 K

Entropy changes of the reservoirs

ΔSH = −2400/1123 = −2.137 kJ/K
ΔSL = 1176/298.1 = 3.944 kJ/K
Sgen = 3.944 − 2.137 = 1.807 kJ/K

Answer

Sgen = 1.807 kJ/K

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

19.Waves, sound & optics

Answer: f5 = 450 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 = 2·1/5 = 0.4 m

Frequency

f = v/λ = 180/0.4 = 450 Hz

Answer

f5 = 450 Hz
20.Waves, sound & optics

Answer: λ = 532.1 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 = d·sin θ/m = 1.667 × 10⁻⁶·sin 73.3°/3 = 532.1 nm

Answer

λ = 532.1 nm

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