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)1.852 s13.89

A car driving at 50 km/h brakes with a constant deceleration of 7.5 m/s² until it stops. Find the braking distance s.

v₀ = 50 km/ha = −7.5 m/s²v = 0
s = m
2.KinematicsHard
v₀ = 15 m/s5 m

A ball is thrown straight up at 15 m/s from the edge of a roof 5 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 = 15 m/sh₀ = 5 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
θ = 40°a = ?m = 19 kg

A 19 kg block slides down a slope at 40° to the horizontal. The coefficient of kinetic friction is 0.3. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 19 kgθ = 40°μ = 0.3g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
θ = 30°blockv₀ = 4 m/s

A block is given a push so that it starts sliding up a ramp at 30° with a speed of 4 m/s. The coefficient of kinetic friction is 0.25. Use g = 9.81 m/s². How far d along the ramp does it slide before it stops?

v₀ = 4 m/sθ = 30°μ = 0.25g = 9.81 m/s²
d = m
5.Projectile motionMedium
v0​ = 36 m/s50°range

A ball is launched at 50° above horizontal from level ground. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 36 m/sθ = 50°g = 9.81 m/s²
t = s
6.Projectile motionHard
2 mv0​ = 34 m/s35°x = ?

A ball is thrown from ground level at 34 m/s and 35° above the horizontal. It lands on the flat roof of a building 2 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 = 34 m/sθ = 35°hroof = 2 mg = 9.81 m/s²
x = m
7.Work & energyMedium
30°d = 6 mμ = 0.15

A block slides from rest down a slope at 30° to the horizontal. The coefficient of kinetic friction is 0.15. Find its speed v after it has slid 6 m along the slope.

θ = 30°μ = 0.15d = 6 mg = 9.81 m/s²
v = m/s
8.Work & energyHard
F = 155 N20°μ = 0.1520 kg

A 20 kg block starts from rest at the bottom of a 20° slope and is pulled up the slope by a constant force of 155 N parallel to the slope. The coefficient of kinetic friction is 0.15. Find the speed v of the block after it has moved 7 m up the slope.

m = 20 kgF = 155 Nθ = 20°μ = 0.15d = 7 mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
2.5 kg12 m/s5 kg

A 2.5 kg glider moving at 12 m/s makes a perfectly elastic head-on collision with a 5 kg glider at rest on a frictionless track. Find the velocity v′2 of the second glider after the collision.

m1 = 2.5 kgm2 = 5 kgv1 = 12 m/sv2 = 0
v′2 = m/s
10.Momentum & collisionsHard
1800 kg19 m/s900 kg9 m/sθ = ?

At a crossing a 1800 kg car travelling east at 19 m/s collides with a 900 kg car travelling north at 9 m/s. The cars lock together. Find the direction θ of the wreck just after the collision, measured north of east.

m1 = 1800 kgv1 = 19 m/s (E)m2 = 900 kgv2 = 9 m/s (N)
θ = °
11.Hydrostatic forceMedium
gated = 0.5 mH = 2 m

A vertical rectangular gate 1.5 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 = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 2.5 mH = 2.5 m

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of water, with its top edge 2.5 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 2.5 mH = 2.5 mb = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
d1​ = 150 mmd2​ = 75 mm12p1​ − p2​ = 19 kPaQ = ?

Water flows through a horizontal venturi meter with an inlet diameter of 150 mm and a throat diameter of 75 mm. The pressure at the inlet is 19 kPa higher than at the throat. Ignoring losses, find the flow rate Q.

d1 = 150 mmd2 = 75 mmp1 − p2 = 19 kPaρ = 1000 kg/m³
Q = L/s
14.Continuity & BernoulliHard
d1​ = 100 mmd2​ = 50 mm12Δh = 230 mmmercuryQ = ?

A horizontal venturi meter (inlet 100 mm, throat 50 mm) carries water. A mercury U-tube manometer connected between the inlet and the throat shows a level difference of 230 mm. The discharge coefficient is 0.95. Find the flow rate Q. Use ρ = 1000 kg/m³ for water, 13 600 kg/m³ for mercury and g = 9.81 m/s².

d1 = 100 mmd2 = 50 mmΔh = 230 mmCd = 0.95ρHg = 13 600 kg/m³g = 9.81 m/s²
Q = L/s
15.Ideal gas lawMedium
140 g of HeP = 100 kPaT = 35 °CV = ?

What volume V does 140 g of He occupy at 100 kPa and 35 °C? Treat it as an ideal gas.

m = 140 gM = 4.003 g/molP = 100 kPaT = 35 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
Ar, M = 39.95 g/molP = 1000 kPaT = 140 °Cρ = ?

Find the density ρ of Ar at 1000 kPa and 140 °C, treating it as an ideal gas.

M = 39.95 g/molP = 1000 kPaT = 140 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 725 °CTL​ = 15 °CEQH​QL​W

A heat engine works between a hot reservoir at 725 °C and a cold reservoir at 15 °C. Find the highest possible thermal efficiency ηmax.

TH = 725 °CTL = 15 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 30 °CTL​ = -10 °CRQ̇H​Q̇L​ = 3.5 kWẆ = ?

A refrigerator keeps its cold space at -10 °C in a kitchen at 30 °C, removing heat from the cold space at 3.5 kW. Find the minimum power input Ẇmin.

TH = 30 °CTL = -10 °CQ̇L = 3.5 kW
Ẇmin = kW
19.Waves, sound & opticsMedium
L = ?n = 3

A pipe open at both ends must have its harmonic number 3 at 643 Hz. The speed of sound is 343 m/s. Find the length L of the pipe.

v = 343 m/sn = 3f3 = 643 Hz
L = m
20.Waves, sound & opticsHard
λ = 633 nma = 0.12 mmL = 1.5 m

Light of wavelength 633 nm passes through a single slit 0.12 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 = 633 nma = 0.12 mmL = 1.5 m
w = mm

3Solutions

1.Kinematics

Answer: s = 12.86 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 = 50/3.6 = 13.89 m/s

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 13.89²/(2·7.5) = 12.86 m

Answer

s = 12.86 m
2.Kinematics

Answer: t = 3.361 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.

−5 = 15·t − ½·9.81·t²
4.905·t² − 15·t − 5 = 0

Solve the quadratic

Only the positive root is physical.

t = (15 + √(15² + 2·9.81·5))/9.81 = 3.361 s

Answer

t = 3.361 s
3.Newton’s laws

Answer: a = 4.051 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 40° − 0.3·cos 40°) = 9.81·(0.6428 − 0.2298) = 4.051 m/s²

Answer

a = 4.051 m/s²
4.Newton’s laws

Answer: d = 1.138 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 30° + 0.25·cos 30°) = 7.029 m/s²

Distance

d = v₀²/(2a) = 4²/(2·7.029) = 1.138 m

Answer

d = 1.138 m
5.Projectile motion

Answer: t = 5.622 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 = 36·cos 50° = 23.14 m/s
vy = v0·sin θ = 36·sin 50° = 27.58 m/s

Time in the air

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

t = 2·27.58/9.81 = 5.622 s

Answer

t = 5.622 s
6.Projectile motion

Answer: x = 107.8 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 = 27.85 m/s, vy = 19.5 m/s

Time to land on the roof

Larger root: the ball is descending.

2 = 19.5·t − 4.905·t²
t = (19.5 + √(19.5² − 2·9.81·2))/9.81 = 3.871 s

Horizontal distance

x = vx·t = 27.85·3.871 = 107.8 m

Answer

x = 107.8 m
7.Work & energy

Answer: v = 6.601 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 = √(2·9.81·6·(0.5 − 0.15·0.866)) = 6.601 m/s

Answer

v = 6.601 m/s
8.Work & energy

Answer: v = 6.494 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 = 20·9.81 = 196.2 N
mg·sin θ = 67.1 N
μ·mg·cos θ = 27.66 N

Work–energy

½mv² = (155 − 94.76)·7 = 421.7 J
v = √(2·421.7/20) = 6.494 m/s

Answer

v = 6.494 m/s
9.Momentum & collisions

Answer: v′2 = 8 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 − 5)/(2.5 + 5)·12 = −4 m/s
v′2 = 2·2.5/(2.5 + 5)·12 = 8 m/s

Answer

v′2 = 8 m/s
10.Momentum & collisions

Answer: θ = 13.32 °

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 components

px = 1800·19 = 34200 kg·m/s
py = 900·9 = 8100 kg·m/s

Direction

tan θ = py/px = 0.2368 → θ = 13.32°

Answer

θ = 13.32°
11.Hydrostatic force

Answer: F = 44.15 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 = 2·1.5 = 3 m²
gated = 0.5 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·1.5·3 = 44.15 kN

Answer

F = 44.15 kN
12.Hydrostatic force

Answer: ycp = 3.889 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 = 2.5 + 2.5/2 = 3.75 m
A = H·b = 2.5·1.5 = 3.75 m²
gated = 2.5 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·3.75·3.75 = 138 kN

Centre of pressure

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

Ic = b·H³/12 = 1.5·2.5³/12 = 1.953 m⁴
ycp = yc + Ic/(yc·A) = 3.75 + 1.953/(3.75·3.75) = 3.889 m

Answer

ycp = 3.889 m
13.Continuity & Bernoulli

Answer: Q = 28.13 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.

Continuity

v1 = v2·(75/150)² = 0.25·v2

Bernoulli between inlet and throat

The pipe is horizontal, so only pressure and velocity change.

p1 − p2 = ½ρv2²(1 − β⁴)
v2 = √(2·19000/(1000·(1 − 0.0625))) = 6.367 m/s
v1 = 1.592 m/s

Flow rate

Q = A2·v2 = 0.004418·6.367 = 0.02813 m³/s = 28.13 L/s

Answer

Q = 28.13 L/s
14.Continuity & Bernoulli

Answer: Q = 14.53 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.

Pressure difference from the manometer

Δp = (13600 − 1000)·9.81·0.23 = 28429 Pa

Throat velocity

Continuity and Bernoulli together give the ideal throat velocity.

β = 50/100 = 0.5
v2 = √(2·28429/(1000·(1 − 0.0625))) = 7.788 m/s

Actual flow rate

Q = Cd·A2·v2 = 0.95·0.001963·7.788 = 0.01453 m³/s = 14.53 L/s

Answer

Q = 14.53 L/s
15.Ideal gas law

Answer: V = 896 L

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

Moles

n = 140/4.003 = 34.97 mol
T = 35 + 273.15 = 308.1 K

Volume

V = nRT/P = 34.97·8.314·308.1/100 = 896 L

Answer

V = 896 L
16.Ideal gas law

Answer: ρ = 11.63 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 140 + 273.15 = 413.1 K

Density

ρ = 1000·39.95/(8.314·413.1) = 11.63 kg/m³

Answer

ρ = 11.63 kg/m³
17.Heat engines & refrigerators

Answer: ηmax = 71.13 %

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 = 725 + 273.15 = 998.1 K
TL = 15 + 273.15 = 288.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 288.1/998.1 = 71.13 %

Answer

ηmax = 71.13 %
18.Heat engines & refrigerators

Answer: Ẇmin = 0.532 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 = 30 + 273.15 = 303.1 K
TL = -10 + 273.15 = 263.1 K

Best possible COP

COPR,max = TL/(TH − TL) = 263.1/(303.1 − 263.1) = 6.579

Minimum power

The least work is needed by a reversible machine, which has the highest COP.

Ẇmin = Q̇L/COP = 3.5/6.579 = 0.532 kW

Answer

Ẇmin = 0.532 kW
19.Waves, sound & optics

Answer: L = 0.8002 m

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

λ = v/f = 343/643 = 0.5334 m

Length

L = nλ/2 = 3·0.5334/2 = 0.8002 m

Answer

L = 0.8002 m
20.Waves, sound & optics

Answer: w = 15.82 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 × 10⁻⁹·1.5/(0.12 × 10⁻³) = 7.912 mm

Width of the central maximum

w = 2y₁ = 15.82 mm

Answer

w = 15.82 mm

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