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)t = ?25

A car driving at 90 km/h brakes with a constant deceleration of 8 m/s² until it stops. How long does braking take? Find t.

v₀ = 90 km/ha = −8 m/s²v = 0
t = s
2.KinematicsHard
v₀ = 10 m/s15 m

A ball is thrown straight up at 10 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 = 10 m/sh₀ = 15 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
θ = 25°a = ?m = 15 kg

A 15 kg block slides down a slope at 25° to the horizontal. The coefficient of kinetic friction is 0.2. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 15 kgθ = 25°μ = 0.2g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 6.5 kg3 kgμ = 0.3

A 6.5 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 3 kg mass. The coefficient of kinetic friction between block and table is 0.3. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 6.5 kgm2 = 3 kgμ = 0.3g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 18 m/s70°x = ?

A ball is launched at 70° above horizontal from level ground. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 18 m/sθ = 70°g = 9.81 m/s²
x = m
6.Projectile motionHard
h = 40 mv0​ = 16 m/s70°H = ?

A ball is launched at 16 m/s and 70° above the horizontal from the top of a 40 m cliff. Ignore air resistance and use g = 9.81 m/s². Find the greatest height H above the ground at the foot of the cliff.

v₀ = 16 m/sθ = 70°h = 40 mg = 9.81 m/s²
H = m
7.Work & energyMedium
35°d = 14 mμ = 0.3

A 0.5 kg block slides 14 m down a slope at 35° to the horizontal, with a coefficient of kinetic friction of 0.3. Find the work Wf done against friction.

m = 0.5 kgθ = 35°μ = 0.3d = 14 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
h = 3.5 mL = 3.5 mμ = 0.3k = 1500 N/m

A 10 kg block is released from rest at height 3.5 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 3.5 m long (μ = 0.3) and then runs onto a spring (k = 1500 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 10 kgh = 3.5 mL = 3.5 mμ = 0.3k = 1500 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
3 kg12 m/s4.5 kg

A 3 kg glider moving at 12 m/s makes a perfectly elastic head-on collision with a 4.5 kg glider at rest on a frictionless track. Find the velocity v′2 of the second glider after the collision.

m1 = 3 kgm2 = 4.5 kgv1 = 12 m/sv2 = 0
v′2 = m/s
10.Momentum & collisionsHard
2000 kgv1​ = ?1100 kg

A 2000 kg car runs into a parked 1100 kg car. The wrecks lock together and skid 24.5 m before stopping. The coefficient of kinetic friction between tyres and road is 0.5. Use g = 9.81 m/s². Find the speed v1 of the first car just before the collision.

m1 = 2000 kgm2 = 1100 kgd = 24.5 mμ = 0.5g = 9.81 m/s²
v1 = m/s
11.Hydrostatic forceMedium
gated = 2.5 mH = 1 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 resultant hydrostatic force F on the gate.

d = 2.5 mH = 1 mb = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 0.5 mH = 2 m

A vertical rectangular gate 3 m wide sits in the wall of a tank of water, 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 = 2 mb = 3 mρ = 1000 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
Q = ?d = 30 mm, Cd​ = 0.6h = 6 m

Water drains from a large open tank through a sharp-edged orifice with a diameter of 30 mm. The water level is kept 6 m above the orifice and the discharge coefficient is 0.6. Find the flow rate Q. Use g = 9.81 m/s².

d = 30 mmh = 6 mCd = 0.6g = 9.81 m/s²
Q = L/s
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 0.96. 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 = 0.96ρHg = 13 600 kg/m³g = 9.81 m/s²
Q = L/s
15.Ideal gas lawMedium
200 g of HeP = 700 kPaT = 90 °CV = ?

What volume V does 200 g of He occupy at 700 kPa and 90 °C? Treat it as an ideal gas.

m = 200 gM = 4.003 g/molP = 700 kPaT = 90 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
State 1State 2

A fixed amount of He goes from 100 kPa, 20 L, 35 °C to 100 kPa and 50 °C. Find the new volume V2.

P1 = 100 kPaV1 = 20 LT1 = 35 °CP2 = 100 kPaT2 = 50 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 350 °CTL​ = 20 °CEQH​QL​W

A heat engine works between a hot reservoir at 350 °C and a cold reservoir at 20 °C. Find the highest possible thermal efficiency ηmax.

TH = 350 °CTL = 20 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 22 °CTL​ = 7 °CHPQ̇H​ = 9 kWQ̇L​Ẇ = ?

A heat pump keeps a house at 22 °C while it is 7 °C outside, delivering 9 kW of heat to the house. Find the minimum power input Ẇmin.

TH = 22 °CTL = 7 °CQ̇H = 9 kW
Ẇmin = kW
19.Waves, sound & opticsMedium
L = ?n = 4

A pipe open at both ends must have its harmonic number 4 at 1143 Hz. The speed of sound is 343 m/s. Find the length L of the pipe.

v = 343 m/sn = 4f4 = 1143 Hz
L = m
20.Waves, sound & opticsHard
SO5 m/sf = 20 kHz

A sensor at rest sends ultrasound of 20 kHz towards a car that approaches at 5 m/s and mixes the echo with the emitted signal. Find the beat frequency fb (speed of sound 343 m/s).

f = 20 kHzu = 5 m/sv = 343 m/s
fb = Hz

3Solutions

1.Kinematics

Answer: t = 3.125 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.

Units

v₀ = 90/3.6 = 25 m/s

Braking time

0 = v₀ − a·t → t = v₀/a = 25/8 = 3.125 s

Answer

t = 3.125 s
2.Kinematics

Answer: hmax = 20.1 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 = 10²/(2·9.81) = 5.097 m

Height above the ground

hmax = 15 + 5.097 = 20.1 m

Answer

hmax = 20.1 m
3.Newton’s laws

Answer: a = 2.368 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° − 0.2·cos 25°) = 9.81·(0.4226 − 0.1813) = 2.368 m/s²

Answer

a = 2.368 m/s²
4.Newton’s laws

Answer: a = 1.084 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 − 19.13)/9.5 = 1.084 m/s²

Answer

a = 1.084 m/s²
5.Projectile motion

Answer: x = 21.23 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 = 18·cos 70° = 6.156 m/s
vy = v0·sin θ = 18·sin 70° = 16.91 m/s

Time in the air

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

t = 2·16.91/9.81 = 3.448 s

Horizontal distance

x = vx·t = 6.156·3.448 = 21.23 m

Answer

x = 21.23 m
6.Projectile motion

Answer: H = 51.52 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.

Vertical launch speed

vy = 16·sin 70° = 15.04 m/s

Rise above the cliff

Δh = vy²/(2g) = 15.04²/(2·9.81) = 11.52 m

Height above the ground

H = 40 + 11.52 = 51.52 m

Answer

H = 51.52 m
7.Work & energy

Answer: Wf = 16.88 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 = 4.905·0.8192 = 4.018 N
F = μN = 0.3·4.018 = 1.205 N

Work against friction

Wf = F·d = 1.205·14 = 16.88 J

Answer

Wf = 16.88 J
8.Work & energy

Answer: x = 56.61 cm

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 left after the rough strip

The ramp is smooth, so only the strip removes energy.

mgh − μmgL = 98.1·(3.5 − 0.3·3.5) = 240.3 J

Maximum compression

½kx² = 240.3 → x = √(2·240.3/1500) = 0.5661 m = 56.61 cm

Answer

x = 56.61 cm
9.Momentum & collisions

Answer: v′2 = 9.6 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 − 4.5)/(3 + 4.5)·12 = −2.4 m/s
v′2 = 2·3/(3 + 4.5)·12 = 9.6 m/s

Answer

v′2 = 9.6 m/s
10.Momentum & collisions

Answer: v1 = 24.03 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.

Speed after the collision

V = √(2·μ·g·d) = √(2·0.5·9.81·24.5) = 15.5 m/s

Momentum in the collision

m1·v1 = (m1 + m2)·V → v1 = 3100·15.5/2000 = 24.03 m/s

Answer

v1 = 24.03 m/s
(86.51 km/h)
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 = 2.5 + 1/2 = 3 m
A = H·b = 1·1.5 = 1.5 m²
gated = 2.5 mH = 1 mF

Resultant force

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

Answer

F = 44.15 kN
12.Hydrostatic force

Answer: ycp = 1.722 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 + 2/2 = 1.5 m
A = H·b = 2·3 = 6 m²
gated = 0.5 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·1.5·6 = 88.29 kN

Centre of pressure

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

Ic = b·H³/12 = 3·2³/12 = 2 m⁴
ycp = yc + Ic/(yc·A) = 1.5 + 2/(1.5·6) = 1.722 m

Answer

ycp = 1.722 m
13.Continuity & Bernoulli

Answer: Q = 4.602 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) = √(2·9.81·6) = 10.85 m/s

Actual flow rate

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

Q = Cd·A·√(2gh) = 0.6·0.0007069·10.85 = 0.004602 m³/s = 4.602 L/s

Answer

Q = 4.602 L/s
14.Continuity & Bernoulli

Answer: Q = 17.85 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 = 0.96·0.001963·9.469 = 0.01785 m³/s = 17.85 L/s

Answer

Q = 17.85 L/s
15.Ideal gas law

Answer: V = 215.5 L

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

Moles

n = 200/4.003 = 49.96 mol
T = 90 + 273.15 = 363.1 K

Volume

V = nRT/P = 49.96·8.314·363.1/700 = 215.5 L

Answer

V = 215.5 L
16.Ideal gas law

Answer: V2 = 20.97 L

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

Absolute temperatures

T1 = 308.1 K, T2 = 323.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 20·(100/100)·(323.1/308.1) = 20.97 L

Answer

V2 = 20.97 L
17.Heat engines & refrigerators

Answer: ηmax = 52.96 %

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 = 20 + 273.15 = 293.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 293.1/623.1 = 52.96 %

Answer

ηmax = 52.96 %
18.Heat engines & refrigerators

Answer: Ẇmin = 0.4574 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 = 22 + 273.15 = 295.1 K
TL = 7 + 273.15 = 280.1 K

Best possible COP

COPHP,max = TH/(TH − TL) = 295.1/(295.1 − 280.1) = 19.68

Minimum power

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

Ẇmin = Q̇H/COP = 9/19.68 = 0.4574 kW

Answer

Ẇmin = 0.4574 kW
19.Waves, sound & optics

Answer: L = 0.6002 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 = 343/1143 = 0.3001 m

Length

L = nλ/2 = 4·0.3001/2 = 0.6002 m

Answer

L = 0.6002 m
20.Waves, sound & optics

Answer: fb = 591.7 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|.

Frequency at the car

f′ = 20000·(343 + 5)/343 = 20292 Hz

Frequency of the echo

f″ = f′·343/(343 − 5) = 20592 Hz

Beat frequency

fb = |f″ − f| = 591.7 Hz

Answer

fb = 591.7 Hz

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