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)1.2 s12.5

A driver moving at 45 km/h sees an obstacle. Her reaction time is 1.2 s, after which the car brakes with a constant deceleration of 4.5 m/s². Find the total stopping distance d from the moment she sees the obstacle.

v₀ = 45 km/htr = 1.2 sa = −4.5 m/s²
d = m
2.KinematicsHard
v₀ = 12 m/s15 m

A ball is thrown straight up at 12 m/s from the edge of a roof 15 m above the ground. Ignore air resistance and use g = 9.81 m/s². Find the greatest height hmax above the ground.

v₀ = 12 m/sh₀ = 15 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
θ = 25°a = ?m = 18 kg

An 18 kg block slides down a slope at 25° to the horizontal. The coefficient of kinetic friction is 0.15. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 18 kgθ = 25°μ = 0.15g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
9 kg1 kgTF = 110 Nμ = 0.15

Two blocks on a level floor are joined by a light horizontal string. A horizontal force of 110 N pulls the front 1 kg block; the 9 kg block is towed behind. The coefficient of kinetic friction is 0.15 for both blocks. Use g = 9.81 m/s². Find the tension T in the connecting string.

m1 = 9 kgm2 = 1 kgF = 110 Nμ = 0.15g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 10 m/s45°rangeH = ?

A ball is launched at 45° above horizontal from level ground. Ignore air resistance. Find the maximum height H the ball reaches.

v0 = 10 m/sθ = 45°g = 9.81 m/s²
H = m
6.Projectile motionHard
11 mv0​ = 24 m/s70°x = ?

A ball is thrown from ground level at 24 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 = 24 m/sθ = 70°hroof = 11 mg = 9.81 m/s²
x = m
7.Work & energyMedium
30°d = 13 mμ = 0.1

A 4 kg block slides 13 m down a slope at 30° to the horizontal, with a coefficient of kinetic friction of 0.1. Find the work Wf done against friction.

m = 4 kgθ = 30°μ = 0.1d = 13 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
10 kg6 kgμ = 0.15d = 3 m

A 10 kg block rests on a rough horizontal table (μ = 0.15). A light string runs from it over a smooth pulley at the edge of the table to a hanging 6 kg block. The system is released from rest. Find the speed v of the blocks after the hanging block has dropped 3 m.

m1 = 10 kgm2 = 6 kgμ = 0.15d = 3 mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
3 kg12 m/s5 kg

A 3 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′1 of the first glider after the collision (positive in its original direction).

m1 = 3 kgm2 = 5 kgv1 = 12 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
19 m/s7 m/s

A 0.45 kg ball hits a wall at 19 m/s and bounces straight back at 7 m/s. The contact lasts 5 ms. Find the average force Favg of the wall on the ball.

m = 0.45 kgvin = 19 m/svout = 7 m/sΔt = 5 ms
Favg = N
11.Hydrostatic forceMedium
gated = 1 mH = 1.5 m

A vertical rectangular gate 2 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 = 1.5 mb = 2 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 2.5 mH = 2 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of glycerin, with its top edge 2.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 2.5 mH = 2 mb = 2 mρ = 1260 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
12d1​ = 100 mm, p1​ = 350 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 350 kPa and the velocity is 1.25 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 100 mmd2 = 50 mmp1 = 350 kPav1 = 1.25 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
d1​ = 100 mmd2​ = 50 mm12Δh = 340 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 340 mm. The discharge coefficient is 0.99. 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 = 340 mmCd = 0.99ρHg = 13 600 kg/m³g = 9.81 m/s²
Q = L/s
15.Ideal gas lawMedium
210 g of O₂P = 250 kPaT = 90 °CV = ?

What volume V does 210 g of O₂ occupy at 250 kPa and 90 °C? Treat it as an ideal gas.

m = 210 gM = 32 g/molP = 250 kPaT = 90 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
He, M = 4.003 g/molP = 200 kPaT = 20 °Cρ = ?

Find the density ρ of He at 200 kPa and 20 °C, treating it as an ideal gas.

M = 4.003 g/molP = 200 kPaT = 20 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 200 °CTL​ = 25 °CEQH​ = 4100 kJQL​W = ?

A heat engine works between a hot reservoir at 200 °C and a cold reservoir at 25 °C. It takes in 4100 kJ of heat. Find the most work Wmax it could possibly produce.

TH = 200 °CTL = 25 °CQH = 4100 kJ
Wmax = kJ
18.Heat engines & refrigeratorsHard
TH​ = 32 °CTL​ = -20 °CRQ̇H​Q̇L​ = 3 kWẆ = ?

A refrigerator keeps its cold space at -20 °C in a kitchen at 32 °C, removing heat from the cold space at 3 kW. Find the minimum power input Ẇmin.

TH = 32 °CTL = -20 °CQ̇L = 3 kW
Ẇmin = kW
19.Waves, sound & opticsMedium
L = 0.65 mn = 5

A pipe open at both ends is 0.65 m long. The speed of sound is 343 m/s. Find the frequency f5 of its harmonic number 5.

v = 343 m/sn = 5L = 0.65 m
f5 = Hz
20.Waves, sound & opticsHard
λ = ?46.1°

A grating with 1200 lines per millimetre shows the order-1 maximum of a spectral line at 46.1° from the straight-through direction. Find the wavelength λ of the line.

N = 1200 mm⁻¹θ1 = 46.1°m = 1
λ = nm

3Solutions

1.Kinematics

Answer: d = 32.36 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 = 45/3.6 = 12.5 m/s

Reaction distance

d1 = v₀·tr = 12.5·1.2 = 15 m

Braking distance

d2 = v₀²/(2a) = 12.5²/(2·4.5) = 17.36 m

Total

d = 15 + 17.36 = 32.36 m

Answer

d = 32.36 m
2.Kinematics

Answer: hmax = 22.34 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 = 12²/(2·9.81) = 7.339 m

Height above the ground

hmax = 15 + 7.339 = 22.34 m

Answer

hmax = 22.34 m
3.Newton’s laws

Answer: a = 2.812 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 25° − 0.15·cos 25°) = 9.81·(0.4226 − 0.1359) = 2.812 m/s²

Answer

a = 2.812 m/s²
4.Newton’s laws

Answer: T = 99 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.

Whole system

a = (F − μ·(m1 + m2)·g)/(m1 + m2) = (110 − 14.71)/10 = 9.528 m/s²

Rear block alone

T = m1·(a + μ·g) = 9·(9.528 + 1.472) = 99 N

Answer

T = 99 N

With the same μ on both blocks, friction drops out: T = F·m₁/(m₁ + m₂).

5.Projectile motion

Answer: H = 2.548 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 = 10·cos 45° = 7.071 m/s
vy = v0·sin θ = 10·sin 45° = 7.071 m/s

Highest point

At the top the vertical velocity is zero: vy² = 2gH.

H = vy²/(2g) = 7.071²/(2·9.81) = 2.548 m

Answer

H = 2.548 m
6.Projectile motion

Answer: x = 33.19 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 = 8.208 m/s, vy = 22.55 m/s

Time to land on the roof

Larger root: the ball is descending.

11 = 22.55·t − 4.905·t²
t = (22.55 + √(22.55² − 2·9.81·11))/9.81 = 4.043 s

Horizontal distance

x = vx·t = 8.208·4.043 = 33.19 m

Answer

x = 33.19 m
7.Work & energy

Answer: Wf = 44.18 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 = 39.24·0.866 = 33.98 N
F = μN = 0.1·33.98 = 3.398 N

Work against friction

Wf = F·d = 3.398·13 = 44.18 J

Answer

Wf = 44.18 J
8.Work & energy

Answer: v = 4.069 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 released and lost

m₂g·d = 58.86·3 = 176.6 J
μ·m₁g·d = 0.15·98.1·3 = 44.14 J

Kinetic energy of both blocks

½(m₁ + m₂)v² = 132.4 → v = √(2·132.4/16) = 4.069 m/s

Answer

v = 4.069 m/s
9.Momentum & collisions

Answer: v′1 = −3 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 = (3 − 5)/(3 + 5)·12 = −3 m/s
v′2 = 2·3/(3 + 5)·12 = 9 m/s

Answer

v′1 = −3 m/s

The minus sign means the first glider bounces back.

10.Momentum & collisions

Answer: Favg = 2340 N

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 + 19) = 11.7 N·s

Average force

Favg = J/Δt = 11.7/0.005 = 2340 N

Answer

Favg = 2340 N
11.Hydrostatic force

Answer: F = 51.5 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 + 1.5/2 = 1.75 m
A = H·b = 1.5·2 = 3 m²
gated = 1 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·1.75·3 = 51.5 kN

Answer

F = 51.5 kN
12.Hydrostatic force

Answer: F = 173 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 + 2/2 = 3.5 m
A = H·b = 2·2 = 4 m²
gated = 2.5 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1260·9.81·3.5·4 = 173 kN

Answer

F = 173 kN
13.Continuity & Bernoulli

Answer: p2 = 338.3 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 = 1.25·(100/50)² = 5 m/s
½ρ(v1² − v2²) = ½·1000·(1.25² − 5²)/1000 = −11.72 kPa
p2 = p1 + ½ρ(v1² − v2²) = 350 + (−11.72) = 338.3 kPa

Answer

p2 = 338.3 kPa
14.Continuity & Bernoulli

Answer: Q = 18.41 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)·9.81·0.34 = 42026 Pa

Throat velocity

Continuity and Bernoulli together give the ideal throat velocity.

β = 50/100 = 0.5
v2 = √(2·42026/(1000·(1 − 0.0625))) = 9.469 m/s

Actual flow rate

Q = Cd·A2·v2 = 0.99·0.001963·9.469 = 0.01841 m³/s = 18.41 L/s

Answer

Q = 18.41 L/s
15.Ideal gas law

Answer: V = 79.25 L

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

Moles

n = 210/32 = 6.563 mol
T = 90 + 273.15 = 363.1 K

Volume

V = nRT/P = 6.563·8.314·363.1/250 = 79.25 L

Answer

V = 79.25 L
16.Ideal gas law

Answer: ρ = 0.3285 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 20 + 273.15 = 293.1 K

Density

ρ = 200·4.003/(8.314·293.1) = 0.3285 kg/m³

Answer

ρ = 0.3285 kg/m³
17.Heat engines & refrigerators

Answer: Wmax = 1516 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 = 200 + 273.15 = 473.1 K
TL = 25 + 273.15 = 298.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 298.1/473.1 = 36.99 %

Maximum work

Wmax = ηmax·QH = 0.3699·4100 = 1516 kJ

Answer

Wmax = 1516 kJ
18.Heat engines & refrigerators

Answer: Ẇmin = 0.6162 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 = 32 + 273.15 = 305.1 K
TL = -20 + 273.15 = 253.1 K

Best possible COP

COPR,max = TL/(TH − TL) = 253.1/(305.1 − 253.1) = 4.868

Minimum power

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

Ẇmin = Q̇L/COP = 3/4.868 = 0.6162 kW

Answer

Ẇmin = 0.6162 kW
19.Waves, sound & optics

Answer: f5 = 1319 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 = 2·0.65/5 = 0.26 m

Frequency

f = v/λ = 343/0.26 = 1319 Hz

Answer

f5 = 1319 Hz
20.Waves, sound & optics

Answer: λ = 600.5 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 = 8.333 × 10⁻⁷·sin 46.1°/1 = 600.5 nm

Answer

λ = 600.5 nm

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