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 250 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 = 250 km/hs = 1900 m
a = m/s²
2.KinematicsHard
v₀ = 5 m/s5 m

A ball is thrown straight up at 5 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 = 5 m/sh₀ = 5 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
θ = 20°a = ?m = 5 kg

A 5 kg block slides down a slope at 20° 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 = 5 kgθ = 20°μ = 0.3g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 7 kg3 kgno friction

A 7 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 3 kg mass. The table is frictionless. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 7 kgm2 = 3 kgμ = 0g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 24 m/s50°rangeH = ?

A ball is launched at 50° above horizontal from level ground. Ignore air resistance. Find the maximum height H the ball reaches.

v0 = 24 m/sθ = 50°g = 9.81 m/s²
H = m
6.Projectile motionHard
7 mv0​ = 32 m/s40°x = ?

A ball is thrown from ground level at 32 m/s and 40° above the horizontal. It lands on the flat roof of a building 7 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 = 32 m/sθ = 40°hroof = 7 mg = 9.81 m/s²
x = m
7.Work & energyMedium
30°L = 1 m5 kg

A 5 kg ball hangs on a light string of length 1 m. It is pulled aside until the string makes 30° with the vertical and released from rest. Find the tension T in the string when the ball passes the lowest point.

m = 5 kgL = 1 mθ = 30°g = 9.81 m/s²
T = N
8.Work & energyHard
F = 70 N25°μ = 0.35 kg

A 5 kg block starts from rest at the bottom of a 25° slope and is pulled up the slope by a constant force of 70 N parallel to the slope. The coefficient of kinetic friction is 0.3. Find the speed v of the block after it has moved 8 m up the slope.

m = 5 kgF = 70 Nθ = 25°μ = 0.3d = 8 mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
5 kg3 m/s2.5 kg

A 5 kg glider moving at 3 m/s makes a perfectly elastic head-on collision with a 2.5 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 = 5 kgm2 = 2.5 kgv1 = 3 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
26 m/s20 m/s

A 0.1 kg ball hits a wall at 26 m/s and bounces straight back at 20 m/s. The contact lasts 25 ms. Find the average force Favg of the wall on the ball.

m = 0.1 kgvin = 26 m/svout = 20 m/sΔt = 25 ms
Favg = N
11.Hydrostatic forceMedium
gated = 4 mH = 1.5 m

A vertical rectangular gate 3 m wide sits in the wall of a tank of water, with its top edge 4 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 4 mH = 1.5 mb = 3 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 1.5 mH = 3 m

A vertical rectangular gate 3 m wide sits in the wall of a tank of oil, with its top edge 1.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 1.5 mH = 3 mb = 3 mρ = 880 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
Q = ?d = 20 mm, Cd​ = 0.64h = 5.5 m

Water drains from a large open tank through a sharp-edged orifice with a diameter of 20 mm. The water level is kept 5.5 m above the orifice and the discharge coefficient is 0.64. Find the flow rate Q. Use g = 9.81 m/s².

d = 20 mmh = 5.5 mCd = 0.64g = 9.81 m/s²
Q = L/s
14.Continuity & BernoulliHard
d1​ = 80 mmd2​ = 40 mm12Δh = 300 mmmercuryQ = ?

A horizontal venturi meter (inlet 80 mm, throat 40 mm) carries water. A mercury U-tube manometer connected between the inlet and the throat shows a level difference of 300 mm. The discharge coefficient is 0.97. 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 = 80 mmd2 = 40 mmΔh = 300 mmCd = 0.97ρHg = 13 600 kg/m³g = 9.81 m/s²
Q = L/s
15.Ideal gas lawMedium
460 g of N₂P = 800 kPaT = 20 °CV = ?

What volume V does 460 g of N₂ occupy at 800 kPa and 20 °C? Treat it as an ideal gas.

m = 460 gM = 28.01 g/molP = 800 kPaT = 20 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
CO₂, M = 44.01 g/molP = 650 kPaT = 90 °Cρ = ?

Find the density ρ of CO₂ at 650 kPa and 90 °C, treating it as an ideal gas.

M = 44.01 g/molP = 650 kPaT = 90 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 800 °CTL​ = 30 °CEQH​QL​W

A heat engine works between a hot reservoir at 800 °C and a cold reservoir at 30 °C. Find the highest possible thermal efficiency ηmax.

TH = 800 °CTL = 30 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 28 °CTL​ = -20 °CRQ̇H​Q̇L​ = 1 kWẆ = ?

A refrigerator keeps its cold space at -20 °C in a kitchen at 28 °C, removing heat from the cold space at 1 kW. Find the minimum power input Ẇmin.

TH = 28 °CTL = -20 °CQ̇L = 1 kW
Ẇmin = kW
19.Waves, sound & opticsMedium
FFdo​ = 20 cmf = 5 cm

An object stands 20 cm in front of a thin converging lens with a focal length of 5 cm. Find the image distance di. Use the sign convention 1/f = 1/do + 1/di (f < 0 for a diverging lens, di < 0 for a virtual image).

do = 20 cmf = 5 cm
di = cm
20.Waves, sound & opticsHard
λ = 532 nmθ2​ = ?

Light of wavelength 532 nm falls at right angles on a grating with 100 lines per millimetre. Find the angle θ2 of the order-2 maximum.

N = 100 mm⁻¹λ = 532 nmm = 2
θ2 = °

3Solutions

1.Kinematics

Answer: a = 1.269 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 = 250/3.6 = 69.44 m/s

Acceleration

a = v²/(2s) = 69.44²/(2·1900) = 1.269 m/s²

Answer

a = 1.269 m/s²
2.Kinematics

Answer: t = 1.641 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 = 5·t − ½·9.81·t²
4.905·t² − 5·t − 5 = 0

Solve the quadratic

Only the positive root is physical.

t = (5 + √(5² + 2·9.81·5))/9.81 = 1.641 s

Answer

t = 1.641 s
3.Newton’s laws

Answer: a = 0.5897 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 20° − 0.3·cos 20°) = 9.81·(0.342 − 0.2819) = 0.5897 m/s²

Answer

a = 0.5897 m/s²
4.Newton’s laws

Answer: a = 2.943 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) = (29.43 − 0)/10 = 2.943 m/s²

Answer

a = 2.943 m/s²
5.Projectile motion

Answer: H = 17.23 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 = 24·cos 50° = 15.43 m/s
vy = v0·sin θ = 24·sin 50° = 18.39 m/s

Highest point

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

H = vy²/(2g) = 18.39²/(2·9.81) = 17.23 m

Answer

H = 17.23 m
6.Projectile motion

Answer: x = 93.64 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 = 24.51 m/s, vy = 20.57 m/s

Time to land on the roof

Larger root: the ball is descending.

7 = 20.57·t − 4.905·t²
t = (20.57 + √(20.57² − 2·9.81·7))/9.81 = 3.82 s

Horizontal distance

x = vx·t = 24.51·3.82 = 93.64 m

Answer

x = 93.64 m
7.Work & energy

Answer: T = 62.19 N

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). On a circular path the net force towards the centre must equal mv²/r.

Speed at the bottom

v² = 2gL(1 − cos θ) = 2·9.81·1·(1 − cos 30°) = 2.629 m²/s²

Forces at the bottom

m·g = 5·9.81 = 49.05 N
T = mg + mv²/L = 49.05 + 5·2.629/1 = 62.19 N

Answer

T = 62.19 N

Check: T = mg(3 − 2cos θ) = 62.19 N.

8.Work & energy

Answer: v = 10.72 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 = 5·9.81 = 49.05 N
mg·sin θ = 20.73 N
μ·mg·cos θ = 13.34 N

Work–energy

½mv² = (70 − 34.07)·8 = 287.5 J
v = √(2·287.5/5) = 10.72 m/s

Answer

v = 10.72 m/s
9.Momentum & collisions

Answer: v′1 = 1 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 − 2.5)/(5 + 2.5)·3 = 1 m/s
v′2 = 2·5/(5 + 2.5)·3 = 4 m/s

Answer

v′1 = 1 m/s
10.Momentum & collisions

Answer: Favg = 184 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 = 0.1·(20 + 26) = 4.6 N·s

Average force

Favg = J/Δt = 4.6/0.025 = 184 N

Answer

Favg = 184 N
11.Hydrostatic force

Answer: F = 209.7 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 = 4 + 1.5/2 = 4.75 m
A = H·b = 1.5·3 = 4.5 m²
gated = 4 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·4.75·4.5 = 209.7 kN

Answer

F = 209.7 kN
12.Hydrostatic force

Answer: F = 233.1 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 + 3/2 = 3 m
A = H·b = 3·3 = 9 m²
gated = 1.5 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 880·9.81·3·9 = 233.1 kN

Answer

F = 233.1 kN
13.Continuity & Bernoulli

Answer: Q = 2.089 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) = √(2·9.81·5.5) = 10.39 m/s

Actual flow rate

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

Q = Cd·A·√(2gh) = 0.64·0.0003142·10.39 = 0.002089 m³/s = 2.089 L/s

Answer

Q = 2.089 L/s
14.Continuity & Bernoulli

Answer: Q = 10.84 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)·9.81·0.3 = 37082 Pa

Throat velocity

Continuity and Bernoulli together give the ideal throat velocity.

β = 40/80 = 0.5
v2 = √(2·37082/(1000·(1 − 0.0625))) = 8.894 m/s

Actual flow rate

Q = Cd·A2·v2 = 0.97·0.001257·8.894 = 0.01084 m³/s = 10.84 L/s

Answer

Q = 10.84 L/s
15.Ideal gas law

Answer: V = 50.03 L

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

Moles

n = 460/28.01 = 16.42 mol
T = 20 + 273.15 = 293.1 K

Volume

V = nRT/P = 16.42·8.314·293.1/800 = 50.03 L

Answer

V = 50.03 L
16.Ideal gas law

Answer: ρ = 9.475 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 90 + 273.15 = 363.1 K

Density

ρ = 650·44.01/(8.314·363.1) = 9.475 kg/m³

Answer

ρ = 9.475 kg/m³
17.Heat engines & refrigerators

Answer: ηmax = 71.75 %

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 = 800 + 273.15 = 1073 K
TL = 30 + 273.15 = 303.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 303.1/1073 = 71.75 %

Answer

ηmax = 71.75 %
18.Heat engines & refrigerators

Answer: Ẇmin = 0.1896 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 = 28 + 273.15 = 301.1 K
TL = -20 + 273.15 = 253.1 K

Best possible COP

COPR,max = TL/(TH − TL) = 253.1/(301.1 − 253.1) = 5.274

Minimum power

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

Ẇmin = Q̇L/COP = 1/5.274 = 0.1896 kW

Answer

Ẇmin = 0.1896 kW
19.Waves, sound & optics

Answer: di = 6.667 cm

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.

Thin-lens equation

1/di = 1/f − 1/do = 1/5 − 1/20
di = 6.667 cm
FF20 cmf = 5 cm

Ray diagram

real, on the far side of the lens

Answer

di = 6.667 cm
20.Waves, sound & optics

Answer: θ2 = 6.108 °

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, …

Line spacing

d = 1/100 mm = 1 × 10⁻⁵ m

Grating equation

sin θ = mλ/d = 2·532 × 10⁻⁹/(1 × 10⁻⁵) = 0.1064
θ = 6.108°

Answer

θ2 = 6.108°

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