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)2.564 s16.67

A car driving at 60 km/h brakes with a constant deceleration of 6.5 m/s² until it stops. Find the braking distance s.

v₀ = 60 km/ha = −6.5 m/s²v = 0
s = m
2.KinematicsHard
t (s)v (m/s)12 s

A tram starts from rest and accelerates at 3 m/s² for 12 s, then runs at constant speed for 8 s, and finally brakes at 4.5 m/s² until it stops. Find the total distance s between the two stops.

a1 = 3 m/s²t1 = 12 st2 = 8 sa3 = −4.5 m/s²
s = m
3.Newton’s lawsMedium
θ = 45°a = ?m = 15 kg

A 15 kg block slides down a slope at 45° 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 = 45°μ = 0.2g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 10 kg1.5 kgμ = 0.1

A 10 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 1.5 kg mass. The coefficient of kinetic friction between block and table is 0.1. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 10 kgm2 = 1.5 kgμ = 0.1g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = ?60°R = 145 m

A ball is launched from level ground at 60° above the horizontal and lands 145 m away. Ignore air resistance and use g = 9.81 m/s². Find the launch speed v0.

θ = 60°R = 145 mg = 9.81 m/s²
v0 = m/s
6.Projectile motionHard
15 mv0​ = 35 m/s40°x = ?

A ball is thrown from ground level at 35 m/s and 40° above the horizontal. It lands on the flat roof of a building 15 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 = 35 m/sθ = 40°hroof = 15 mg = 9.81 m/s²
x = m
7.Work & energyMedium
35°d = 16 mμ = 0.25

A block slides from rest down a slope at 35° to the horizontal. The coefficient of kinetic friction is 0.25. Find its speed v after it has slid 16 m along the slope.

θ = 35°μ = 0.25d = 16 mg = 9.81 m/s²
v = m/s
8.Work & energyHard
h = 4 mL = 1.5 mμ = 0.3k = 500 N/m

A 0.5 kg block is released from rest at height 4 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 1.5 m long (μ = 0.3) and then runs onto a spring (k = 500 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 0.5 kgh = 4 mL = 1.5 mμ = 0.3k = 500 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
3 kg42 m/s12 kgv′2​ = ?

A 15 kg projectile moving horizontally at 34 m/s explodes into two fragments that move along the same line. The 3 kg fragment continues forwards at 42 m/s. Find the velocity v′2 of the 12 kg fragment (positive in the original direction).

M = 15 kgu = 34 m/sm1 = 3 kgv′1 = 42 m/sm2 = 12 kg
v′2 = m/s
10.Momentum & collisionsHard
12 m/s6 m/s

A 0.45 kg ball hits a wall at 12 m/s and bounces straight back at 6 m/s. The contact lasts 50 ms. Find the average force Favg of the wall on the ball.

m = 0.45 kgvin = 12 m/svout = 6 m/sΔt = 50 ms
Favg = N
11.Hydrostatic forceMedium
gated = 0.5 mH = 2.5 m

A vertical rectangular gate 2 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 = 2.5 mb = 2 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 2 mH = 1 m

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

d = 2 mH = 1 mb = 2 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
12d1​ = 100 mm, p1​ = ?d2​ = 50 mm, p2​ = 60 kPa

Water flows at 10 L/s through a horizontal pipe that narrows from 100 mm to 50 mm. The pressure in the narrow section is 60 kPa. Ignoring losses, find the pressure p1 in the wide section.

Q = 10 L/sd1 = 100 mmd2 = 50 mmp2 = 60 kPaρ = 1000 kg/m³
p1 = kPa
14.Continuity & BernoulliHard
C212.5 m2 md = 40 mmpC​ = ?

A hose with an inner diameter of 40 mm siphons water from an open tank. The highest point C of the hose is 2.5 m above the water surface, and the outlet (open to the air) is 2 m below the water surface. Ignore losses and take g = 9.81 m/s². Find the absolute pressure pC at point C. The atmospheric pressure is 101.3 kPa.

d = 40 mmzC = +2.5 mz2 = −2 mg = 9.81 m/s²patm = 101.3 kPa
pC = kPa
15.Ideal gas lawMedium
340 g of N₂P = 450 kPaT = 60 °CV = ?

What volume V does 340 g of N₂ occupy at 450 kPa and 60 °C? Treat it as an ideal gas.

m = 340 gM = 28.01 g/molP = 450 kPaT = 60 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
Ar, M = 39.95 g/molP = 750 kPaT = 130 °Cρ = ?

Find the density ρ of Ar at 750 kPa and 130 °C, treating it as an ideal gas.

M = 39.95 g/molP = 750 kPaT = 130 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 500 °CTL​ = ?EQH​ = 4500 kJQL​ = 1852 kJW

A reversible (Carnot) heat engine takes in 4500 kJ of heat from a reservoir at 500 °C and rejects 1852 kJ per cycle. Find the temperature TL of the cold reservoir in °C.

TH = 500 °CQH = 4500 kJQL = 1852 kJ
TL = °C
18.Heat engines & refrigeratorsHard
TH​ = 700 °CTL​ = 20 °CEQH​ = 1200 kJQL​ = 528 kJW = 672 kJ

A heat engine takes in 1200 kJ of heat from a reservoir at 700 °C, produces 672 kJ of work and rejects the rest to a reservoir at 20 °C, per cycle. Find the total entropy generated Sgen per cycle.

TH = 700 °CTL = 20 °CQH = 1200 kJW = 672 kJ
Sgen = kJ/K
19.Waves, sound & opticsMedium
SO20 m/sf = 1000 Hz

An observer moves at 20 m/s towards a stationary source of 1000 Hz. The speed of sound is 343 m/s. Find the frequency f′ that the observer hears.

f = 1000 Hzv = 343 m/svo = 20 m/s
f′ = Hz
20.Waves, sound & opticsHard
λ = 500 nmθ

A diffraction grating has 200 lines per millimetre. Light of wavelength 500 nm falls on it at right angles. What is the highest order mmax of bright maximum that can be seen?

N = 200 mm⁻¹λ = 500 nm
mmax =

3Solutions

1.Kinematics

Answer: s = 21.37 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 = 60/3.6 = 16.67 m/s

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 16.67²/(2·6.5) = 21.37 m

Answer

s = 21.37 m
2.Kinematics

Answer: s = 648 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.

Top speed

v = a1·t1 = 3·12 = 36 m/s

Distance of each phase

s1 = ½·3·12² = 216 m
s2 = 36·8 = 288 m
s3 = 36²/(2·4.5) = 144 m

Total distance

s = 216 + 288 + 144 = 648 m

Answer

s = 648 m
3.Newton’s laws

Answer: a = 5.549 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 45° − 0.2·cos 45°) = 9.81·(0.7071 − 0.1414) = 5.549 m/s²

Answer

a = 5.549 m/s²
4.Newton’s laws

Answer: T = 14.08 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.

Acceleration of the system

a = (m2·g − μ·m1·g)/(m1 + m2) = (14.71 − 9.81)/11.5 = 0.4265 m/s²

Tension from the block on the table

T − μ·m1·g = m1·a
T = 10·0.4265 + 9.81 = 14.08 N

Answer

T = 14.08 N
5.Projectile motion

Answer: v0 = 40.53 m/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.

Solve the range formula for v₀

v₀ = √(g·R/sin 2θ) = √(9.81·145/sin 120°) = 40.53 m/s

Answer

v0 = 40.53 m/s
6.Projectile motion

Answer: x = 101.3 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 = 26.81 m/s, vy = 22.5 m/s

Time to land on the roof

Larger root: the ball is descending.

15 = 22.5·t − 4.905·t²
t = (22.5 + √(22.5² − 2·9.81·15))/9.81 = 3.777 s

Horizontal distance

x = vx·t = 26.81·3.777 = 101.3 m

Answer

x = 101.3 m
7.Work & energy

Answer: v = 10.76 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 = √(2·9.81·16·(0.5736 − 0.25·0.8192)) = 10.76 m/s

Answer

v = 10.76 m/s
8.Work & energy

Answer: x = 26.39 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 = 4.905·(4 − 0.3·1.5) = 17.41 J

Maximum compression

½kx² = 17.41 → x = √(2·17.41/500) = 0.2639 m = 26.39 cm

Answer

x = 26.39 cm
9.Momentum & collisions

Answer: v′2 = 32 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.

Momentum before

p = M·u = 15·34 = 510 kg·m/s

Momentum after

510 = 3·42 + 12·v′2
v′2 = (510 − 126)/12 = 32 m/s

Answer

v′2 = 32 m/s
10.Momentum & collisions

Answer: Favg = 162 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·(6 + 12) = 8.1 N·s

Average force

Favg = J/Δt = 8.1/0.05 = 162 N

Answer

Favg = 162 N
11.Hydrostatic force

Answer: F = 85.84 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 + 2.5/2 = 1.75 m
A = H·b = 2.5·2 = 5 m²
gated = 0.5 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·1.75·5 = 85.84 kN

Answer

F = 85.84 kN
12.Hydrostatic force

Answer: F = 49.05 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 + 1/2 = 2.5 m
A = H·b = 1·2 = 2 m²
gated = 2 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2.5·2 = 49.05 kN

Answer

F = 49.05 kN
13.Continuity & Bernoulli

Answer: p1 = 72.16 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.

Velocities

v1 = Q/A1 = 0.01/0.007854 = 1.273 m/s
v2 = Q/A2 = 0.01/0.001963 = 5.093 m/s

Bernoulli

p1 = p2 + ½ρ(v2² − v1²) = 60 + ½·1000·(5.093² − 1.273²)/1000 = 60 + 12.16 = 72.16 kPa

Answer

p1 = 72.16 kPa
14.Continuity & Bernoulli

Answer: pC = 57.15 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.

Velocity in the hose

Surface and outlet are both open to the air, so the pressure terms cancel.

v = √(2g·2) = √(2·9.81·2) = 6.264 m/s

Bernoulli from the surface to C

patm = pC + ½ρv² + ρgzC
pC = 101.3 − 1000·(6.264²/2 + 9.81·2.5)/1000 = 101.3 − 44.15 = 57.15 kPa

Answer

pC = 57.15 kPa

If this pressure falls to the vapour pressure of the water, the siphon stops working.

15.Ideal gas law

Answer: V = 74.71 L

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

Moles

n = 340/28.01 = 12.14 mol
T = 60 + 273.15 = 333.1 K

Volume

V = nRT/P = 12.14·8.314·333.1/450 = 74.71 L

Answer

V = 74.71 L
16.Ideal gas law

Answer: ρ = 8.939 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 130 + 273.15 = 403.1 K

Density

ρ = 750·39.95/(8.314·403.1) = 8.939 kg/m³

Answer

ρ = 8.939 kg/m³
17.Heat engines & refrigerators

Answer: TL = 45.04 °C

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 temperature of the source

TH = 500 + 273.15 = 773.1 K

Reversible heat ratio

TL = TH·QL/QH = 773.1·1852/4500 = 318.2 K = 45.04 °C

Answer

TL = 45.04 °C
18.Heat engines & refrigerators

Answer: Sgen = 0.568 kJ/K

Entropy generation: over a full cycle the working fluid has no net entropy change. The hot reservoir loses QH/TH and the cold reservoir gains QL/TL. Their sum is the entropy generated, which is zero for a reversible cycle and positive for every real one.

Heat rejected

QL = QH − W = 1200 − 672 = 528 kJ

Absolute temperatures

TH = 700 + 273.15 = 973.1 K
TL = 20 + 273.15 = 293.1 K

Entropy changes of the reservoirs

ΔSH = −1200/973.1 = −1.233 kJ/K
ΔSL = 528/293.1 = 1.801 kJ/K
Sgen = 1.801 − 1.233 = 0.568 kJ/K

Answer

Sgen = 0.568 kJ/K

Sgen > 0, so the engine is possible but irreversible.

19.Waves, sound & optics

Answer: f′ = 1058 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|.

Doppler formula

f′ = f·(v + vo)/(v − vs) = 1000·(343 + 20)/(343 − 0)
f′ = 1058 Hz

Answer

f′ = 1058 Hz
20.Waves, sound & optics

Answer: mmax = 9

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 = 1/200 mm = 5 µm

Highest order

m ≤ d/λ = 5 µm/0.5 µm = 10 → mmax = 9

Answer

mmax = 9

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