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)3.571 s12.5

A car driving at 45 km/h brakes with a constant deceleration of 3.5 m/s² until it stops. Find the braking distance s.

v₀ = 45 km/ha = −3.5 m/s²v = 0
s = m
2.KinematicsHard
d = ?

A stone is dropped from rest into a well. The splash is heard 2.5 s after the stone is released. The speed of sound is 343 m/s; ignore air resistance and use g = 9.81 m/s². Find the depth d of the well.

ttotal = 2.5 svsound = 343 m/sg = 9.81 m/s²
d = m
3.Newton’s lawsMedium
θ = 25°25 kgF = ?

A 25 kg box is pushed up a ramp at 25° to the horizontal at constant speed, by a force parallel to the ramp. The coefficient of kinetic friction is 0.25. Use g = 9.81 m/s². Find the pushing force F.

m = 25 kgθ = 25°μ = 0.25g = 9.81 m/s²
F = N
4.Newton’s lawsHard
θ = 20°blockv₀ = 8.5 m/s

A block is given a push so that it starts sliding up a ramp at 20° with a speed of 8.5 m/s. The coefficient of kinetic friction is 0.3. Use g = 9.81 m/s². How far d along the ramp does it slide before it stops?

v₀ = 8.5 m/sθ = 20°μ = 0.3g = 9.81 m/s²
d = m
5.Projectile motionMedium
v0​ = 34 m/sθ = ?R = 105 m

A ball is launched from level ground at 34 m/s and must land 105 m away. Ignore air resistance and use g = 9.81 m/s². Find the smaller of the two possible launch angles θ.

v₀ = 34 m/sR = 105 mg = 9.81 m/s²
θ = °
6.Projectile motionHard
h = 5 mv0​ = 18 m/s45°range

A ball is launched at 45° above horizontal from the top of a 5 m cliff. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 18 m/sθ = 45°h = 5 mg = 9.81 m/s²
t = s
7.Work & energyMedium
35°d = 8 mμ = 0.4

A 10 kg block slides 8 m down a slope at 35° to the horizontal, with a coefficient of kinetic friction of 0.4. Find the work Wf done against friction.

m = 10 kgθ = 35°μ = 0.4d = 8 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
F = 20 N30°μ = 0.12 kg

A 2 kg block starts from rest at the bottom of a 30° slope and is pulled up the slope by a constant force of 20 N parallel to the slope. The coefficient of kinetic friction is 0.1. Find the speed v of the block after it has moved 9 m up the slope.

m = 2 kgF = 20 Nθ = 30°μ = 0.1d = 9 mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
2 kg4 m/s3 kg

A 2 kg glider moving at 4 m/s makes a perfectly elastic head-on collision with a 3 kg glider at rest on a frictionless track. Find the velocity v′2 of the second glider after the collision.

m1 = 2 kgm2 = 3 kgv1 = 4 m/sv2 = 0
v′2 = m/s
10.Momentum & collisionsHard
29 m/s6 m/s

A 0.5 kg ball hits a wall at 29 m/s and bounces straight back at 6 m/s. The contact lasts 5 ms. Find the average force Favg of the wall on the ball.

m = 0.5 kgvin = 29 m/svout = 6 m/sΔt = 5 ms
Favg = N
11.Hydrostatic forceMedium
gated = 2.5 mH = 2 m

A vertical rectangular gate 3 m wide sits in the wall of a tank of water, 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 = 3 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 4 mH = 1.5 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of oil, with its top edge 4 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 4 mH = 1.5 mb = 1 mρ = 880 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
d1​ = 80 mmd2​ = 40 mm12p1​ − p2​ = 60 kPaQ = ?

Water flows through a horizontal venturi meter with an inlet diameter of 80 mm and a throat diameter of 40 mm. The pressure at the inlet is 60 kPa higher than at the throat. Ignoring losses, find the flow rate Q.

d1 = 80 mmd2 = 40 mmp1 − p2 = 60 kPaρ = 1000 kg/m³
Q = L/s
14.Continuity & BernoulliHard
d1​ = 250 mmd2​ = 125 mm12Δh = 170 mmmercuryQ = ?

A horizontal venturi meter (inlet 250 mm, throat 125 mm) carries water. A mercury U-tube manometer connected between the inlet and the throat shows a level difference of 170 mm. The discharge coefficient is 0.98. 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 = 250 mmd2 = 125 mmΔh = 170 mmCd = 0.98ρHg = 13 600 kg/m³g = 9.81 m/s²
Q = L/s
15.Ideal gas lawMedium
100 g of HeV = 20 LT = 20 °CP = ?

A tank of 20 L contains 100 g of He at 20 °C. Treat it as an ideal gas and find the pressure P.

m = 100 gM = 4.003 g/molV = 20 LT = 20 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
State 1State 2

A fixed amount of Ar goes from 100 kPa, 20 L, 25 °C to 150 kPa and 140 °C. Find the new volume V2.

P1 = 100 kPaV1 = 20 LT1 = 25 °CP2 = 150 kPaT2 = 140 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 350 °CTL​ = 30 °CEQH​QL​W

A heat engine works between a hot reservoir at 350 °C and a cold reservoir at 30 °C. Find the highest possible thermal efficiency ηmax.

TH = 350 °CTL = 30 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 25 °CTL​ = -18 °CRQ̇H​Q̇L​ = 5 kWẆ = ?

A refrigerator keeps its cold space at -18 °C in a kitchen at 25 °C, removing heat from the cold space at 5 kW. Find the minimum power input Ẇmin.

TH = 25 °CTL = -18 °CQ̇L = 5 kW
Ẇmin = kW
19.Waves, sound & opticsMedium
FFdo​ = 30 cmf = −25 cm

An object stands 30 cm in front of a thin diverging lens with a focal length of 25 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 = 30 cmf = −25 cm
di = cm
20.Waves, sound & opticsHard
λ = 405 nmθ3​ = ?

Light of wavelength 405 nm falls at right angles on a grating with 300 lines per millimetre. Find the angle θ3 of the order-3 maximum.

N = 300 mm⁻¹λ = 405 nmm = 3
θ3 = °

3Solutions

1.Kinematics

Answer: s = 22.32 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

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 12.5²/(2·3.5) = 22.32 m

Answer

s = 22.32 m
2.Kinematics

Answer: d = 28.64 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.

Two parts of the time

½·9.81·t₁² = 343·(2.5 − t₁)
4.905·t₁² + 343·t₁ − 857.5 = 0

Fall time

Only the positive root is physical.

t₁ = (−343 + √(343² + 4·4.905·857.5))/(2·4.905) = 2.416 s

Depth

d = ½·9.81·2.416² = 28.64 m

Answer

d = 28.64 m
3.Newton’s laws

Answer: F = 159.2 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 = 103.6 + 55.57 = 159.2 N

Answer

F = 159.2 N
4.Newton’s laws

Answer: d = 5.902 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 20° + 0.3·cos 20°) = 6.121 m/s²

Distance

d = v₀²/(2a) = 8.5²/(2·6.121) = 5.902 m

Answer

d = 5.902 m
5.Projectile motion

Answer: θ = 31.5 °

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.

Range formula

R = v₀²·sin 2θ/g → sin 2θ = 9.81·105/34² = 0.891

Angle

2θ = 63.01° → θ = 31.5°

Answer

θ = 31.5°

The other solution is 90° − θ = 58.5°.

6.Projectile motion

Answer: t = 2.941 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 = 18·cos 45° = 12.73 m/s
vy = v0·sin θ = 18·sin 45° = 12.73 m/s

Time in the air

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

0 = 5 + 12.73·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (12.73 + √(162 + 98.1))/9.81 = 2.941 s

Answer

t = 2.941 s
7.Work & energy

Answer: Wf = 257.1 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 = 98.1·0.8192 = 80.36 N
F = μN = 0.4·80.36 = 32.14 N

Work against friction

Wf = F·d = 32.14·8 = 257.1 J

Answer

Wf = 257.1 J
8.Work & energy

Answer: v = 8.742 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 = 2·9.81 = 19.62 N
mg·sin θ = 9.81 N
μ·mg·cos θ = 1.699 N

Work–energy

½mv² = (20 − 11.51)·9 = 76.42 J
v = √(2·76.42/2) = 8.742 m/s

Answer

v = 8.742 m/s
9.Momentum & collisions

Answer: v′2 = 3.2 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 − 3)/(2 + 3)·4 = −0.8 m/s
v′2 = 2·2/(2 + 3)·4 = 3.2 m/s

Answer

v′2 = 3.2 m/s
10.Momentum & collisions

Answer: Favg = 3500 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 = 0.5·(6 + 29) = 17.5 N·s

Average force

Favg = J/Δt = 17.5/0.005 = 3500 N

Answer

Favg = 3500 N
11.Hydrostatic force

Answer: F = 206 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 = 2·3 = 6 m²
gated = 2.5 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·3.5·6 = 206 kN

Answer

F = 206 kN
12.Hydrostatic force

Answer: ycp = 4.789 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 = 4 + 1.5/2 = 4.75 m
A = H·b = 1.5·1 = 1.5 m²
gated = 4 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 880·9.81·4.75·1.5 = 61.51 kN

Centre of pressure

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

Ic = b·H³/12 = 1·1.5³/12 = 0.2813 m⁴
ycp = yc + Ic/(yc·A) = 4.75 + 0.2813/(4.75·1.5) = 4.789 m

Answer

ycp = 4.789 m
13.Continuity & Bernoulli

Answer: Q = 14.22 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·(40/80)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 = √(2·60000/(1000·(1 − 0.0625))) = 11.31 m/s
v1 = 2.828 m/s

Flow rate

Q = A2·v2 = 0.001257·11.31 = 0.01422 m³/s = 14.22 L/s

Answer

Q = 14.22 L/s
14.Continuity & Bernoulli

Answer: Q = 80.52 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)·9.81·0.17 = 21013 Pa

Throat velocity

Continuity and Bernoulli together give the ideal throat velocity.

β = 125/250 = 0.5
v2 = √(2·21013/(1000·(1 − 0.0625))) = 6.695 m/s

Actual flow rate

Q = Cd·A2·v2 = 0.98·0.01227·6.695 = 0.08052 m³/s = 80.52 L/s

Answer

Q = 80.52 L/s
15.Ideal gas law

Answer: P = 3044 kPa

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

Moles

n = m/M = 100/4.003 = 24.98 mol
T = 20 + 273.15 = 293.1 K

Pressure

P = nRT/V = 24.98·8.314·293.1/0.02 = 3044 kPa

Answer

P = 3044 kPa
16.Ideal gas law

Answer: V2 = 18.48 L

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

Absolute temperatures

T1 = 298.1 K, T2 = 413.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 20·(100/150)·(413.1/298.1) = 18.48 L

Answer

V2 = 18.48 L
17.Heat engines & refrigerators

Answer: ηmax = 51.35 %

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 = 350 + 273.15 = 623.1 K
TL = 30 + 273.15 = 303.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 303.1/623.1 = 51.35 %

Answer

ηmax = 51.35 %
18.Heat engines & refrigerators

Answer: Ẇmin = 0.8426 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 = 25 + 273.15 = 298.1 K
TL = -18 + 273.15 = 255.1 K

Best possible COP

COPR,max = TL/(TH − TL) = 255.1/(298.1 − 255.1) = 5.934

Minimum power

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

Ẇmin = Q̇L/COP = 5/5.934 = 0.8426 kW

Answer

Ẇmin = 0.8426 kW
19.Waves, sound & optics

Answer: di = −13.64 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/(−25) − 1/30
di = −13.64 cm
FF30 cmf = −25 cm

Ray diagram

virtual, on the same side as the object

Answer

di = −13.64 cm
20.Waves, sound & optics

Answer: θ3 = 21.38 °

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 = 1/300 mm = 3.333 × 10⁻⁶ m

Grating equation

sin θ = mλ/d = 3·405 × 10⁻⁹/(3.333 × 10⁻⁶) = 0.3645
θ = 21.38°

Answer

θ3 = 21.38°

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