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)1.5 s20

A driver moving at 72 km/h sees an obstacle. Her reaction time is 1.5 s, after which the car brakes with a constant deceleration of 6.5 m/s². Find the total stopping distance d from the moment she sees the obstacle.

v₀ = 72 km/htr = 1.5 sa = −6.5 m/s²
d = m
2.KinematicsHard
t (s)v (m/s)12 s

A tram starts from rest and accelerates at 2.5 m/s² for 12 s, then runs at constant speed for 23 s, and finally brakes at 2.5 m/s² until it stops. Find the total travel time t.

a1 = 2.5 m/s²t1 = 12 st2 = 23 sa3 = −2.5 m/s²
t = s
3.Newton’s lawsMedium
θ = 25°a = ?m = 14 kg

A 14 kg block slides down a slope at 25° 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 = 14 kgθ = 25°μ = 0.3g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 8.5 kg5 kgno friction

An 8.5 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 5 kg mass. The table is frictionless. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 8.5 kgm2 = 5 kgμ = 0g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 14 m/s60°rangeH = ?

A ball is launched at 60° above horizontal from level ground. Ignore air resistance. Find the maximum height H the ball reaches.

v0 = 14 m/sθ = 60°g = 9.81 m/s²
H = m
6.Projectile motionHard
h = 20 mv0​ = 15 m/s50°H = ?

A ball is launched at 15 m/s and 50° above the horizontal from the top of a 20 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 = 15 m/sθ = 50°h = 20 mg = 9.81 m/s²
H = m
7.Work & energyMedium
20°L = 1.5 m2 kg

A 2 kg ball hangs on a light string of length 1.5 m. It is pulled aside until the string makes 20° with the vertical and released from rest. Find the tension T in the string when the ball passes the lowest point.

m = 2 kgL = 1.5 mθ = 20°g = 9.81 m/s²
T = N
8.Work & energyHard
F = 85 N25°μ = 0.210 kg

A 10 kg block starts from rest at the bottom of a 25° slope and is pulled up the slope by a constant force of 85 N parallel to the slope. The coefficient of kinetic friction is 0.2. Find the speed v of the block after it has moved 7 m up the slope.

m = 10 kgF = 85 Nθ = 25°μ = 0.2d = 7 mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
8 kg60 m/s12 kgv′2​ = ?

A 20 kg projectile moving horizontally at 6 m/s explodes into two fragments that move along the same line. The 8 kg fragment continues forwards at 60 m/s. Find the velocity v′2 of the 12 kg fragment (positive in the original direction).

M = 20 kgu = 6 m/sm1 = 8 kgv′1 = 60 m/sm2 = 12 kg
v′2 = m/s
10.Momentum & collisionsHard
800 kg19 m/s1900 kg24 m/sθ = ?

At a crossing an 800 kg car travelling east at 19 m/s collides with a 1900 kg car travelling north at 24 m/s. The cars lock together. Find the direction θ of the wreck just after the collision, measured north of east.

m1 = 800 kgv1 = 19 m/s (E)m2 = 1900 kgv2 = 24 m/s (N)
θ = °
11.Hydrostatic forceMedium
gated = 1 mH = 2 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 = 2 mb = 2 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 water, with its top edge 1.5 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 1.5 mH = 3 mb = 3 mρ = 1000 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 75 mm, p1​ = 400 kPad2​ = 50 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 75 mm to 50 mm. In the wide section the pressure is 400 kPa and the velocity is 1.25 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 75 mmd2 = 50 mmp1 = 400 kPav1 = 1.25 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
pair​ = 90 kPav = ?d = 40 mmh = 2.5 m

A closed water tank has compressed air above the water at a gauge pressure of 90 kPa. Water leaves through an opening with a diameter of 40 mm, 2.5 m below the water surface, into the open air. Ignoring losses, find the jet velocity v. Use g = 9.81 m/s².

pair = 90 kPa (gauge)h = 2.5 md = 40 mmρ = 1000 kg/m³g = 9.81 m/s²
v = m/s
15.Ideal gas lawMedium
320 g of CO₂V = 50 LT = 0 °CP = ?

A tank of 50 L contains 320 g of CO₂ at 0 °C. Treat it as an ideal gas and find the pressure P.

m = 320 gM = 44.01 g/molV = 50 LT = 0 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
State 1State 2

A fixed amount of CH₄ goes from 250 kPa, 2 L, 10 °C to 350 kPa and 240 °C. Find the new volume V2.

P1 = 250 kPaV1 = 2 LT1 = 10 °CP2 = 350 kPaT2 = 240 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 625 °CTL​ = 10 °CEQH​ = 1500 kJQL​W = ?

A heat engine works between a hot reservoir at 625 °C and a cold reservoir at 10 °C. It takes in 1500 kJ of heat. Find the most work Wmax it could possibly produce.

TH = 625 °CTL = 10 °CQH = 1500 kJ
Wmax = kJ
18.Heat engines & refrigeratorsHard
TH​ = 22 °CTL​ = -10 °CHPQ̇H​ = 8 kWQ̇L​Ẇ

A heat pump keeps a house at 22 °C while it is -10 °C outside, delivering 8 kW of heat to the house. Find the highest possible coefficient of performance COPmax.

TH = 22 °CTL = -10 °CQ̇H = 8 kW
COPmax =
19.Waves, sound & opticsMedium
L = ?n = 1

A pipe closed at one end must have its fundamental (first harmonic) at 132 Hz. The speed of sound is 343 m/s. Find the length L of the pipe.

v = 343 m/sn = 1f1 = 132 Hz
L = m
20.Waves, sound & opticsHard
Fdo​ = 30 cmR = 10 cm

An object is 30 cm in front of a concave mirror with a radius of curvature of 10 cm. Find the magnification m (negative for an inverted image).

do = 30 cmR = 10 cm
m =

3Solutions

1.Kinematics

Answer: d = 60.77 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 = 72/3.6 = 20 m/s

Reaction distance

d1 = v₀·tr = 20·1.5 = 30 m

Braking distance

d2 = v₀²/(2a) = 20²/(2·6.5) = 30.77 m

Total

d = 30 + 30.77 = 60.77 m

Answer

d = 60.77 m
2.Kinematics

Answer: t = 47 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.

Top speed

v = a1·t1 = 2.5·12 = 30 m/s

Braking time

t3 = v/a3 = 30/2.5 = 12 s

Total time

t = 12 + 23 + 12 = 47 s

Answer

t = 47 s
3.Newton’s laws

Answer: a = 1.479 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° − 0.3·cos 25°) = 9.81·(0.4226 − 0.2719) = 1.479 m/s²

Answer

a = 1.479 m/s²
4.Newton’s laws

Answer: a = 3.633 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) = (49.05 − 0)/13.5 = 3.633 m/s²

Answer

a = 3.633 m/s²
5.Projectile motion

Answer: H = 7.492 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 = 14·cos 60° = 7 m/s
vy = v0·sin θ = 14·sin 60° = 12.12 m/s

Highest point

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

H = vy²/(2g) = 12.12²/(2·9.81) = 7.492 m

Answer

H = 7.492 m
6.Projectile motion

Answer: H = 26.73 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 = 15·sin 50° = 11.49 m/s

Rise above the cliff

Δh = vy²/(2g) = 11.49²/(2·9.81) = 6.73 m

Height above the ground

H = 20 + 6.73 = 26.73 m

Answer

H = 26.73 m
7.Work & energy

Answer: T = 21.99 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) = 2·9.81·1.5·(1 − cos 20°) = 1.775 m²/s²

Forces at the bottom

m·g = 2·9.81 = 19.62 N
T = mg + mv²/L = 19.62 + 2·1.775/1.5 = 21.99 N

Answer

T = 21.99 N

Check: T = mg(3 − 2cos θ) = 21.99 N.

8.Work & energy

Answer: v = 6.005 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 = 10·9.81 = 98.1 N
mg·sin θ = 41.46 N
μ·mg·cos θ = 17.78 N

Work–energy

½mv² = (85 − 59.24)·7 = 180.3 J
v = √(2·180.3/10) = 6.005 m/s

Answer

v = 6.005 m/s
9.Momentum & collisions

Answer: v′2 = −30 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 = 20·6 = 120 kg·m/s

Momentum after

120 = 8·60 + 12·v′2
v′2 = (120 − 480)/12 = −30 m/s

Answer

v′2 = −30 m/s

The minus sign means the second fragment flies backwards.

10.Momentum & collisions

Answer: θ = 71.57 °

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 components

px = 800·19 = 15200 kg·m/s
py = 1900·24 = 45600 kg·m/s

Direction

tan θ = py/px = 3 → θ = 71.57°

Answer

θ = 71.57°
11.Hydrostatic force

Answer: F = 78.48 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 + 2/2 = 2 m
A = H·b = 2·2 = 4 m²
gated = 1 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2·4 = 78.48 kN

Answer

F = 78.48 kN
12.Hydrostatic force

Answer: ycp = 3.25 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 = 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 = 1000·9.81·3·9 = 264.9 kN

Centre of pressure

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

Ic = b·H³/12 = 3·3³/12 = 6.75 m⁴
ycp = yc + Ic/(yc·A) = 3 + 6.75/(3·9) = 3.25 m

Answer

ycp = 3.25 m
13.Continuity & Bernoulli

Answer: p2 = 396.8 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·(75/50)² = 2.813 m/s
½ρ(v1² − v2²) = ½·1000·(1.25² − 2.813²)/1000 = −3.174 kPa
p2 = p1 + ½ρ(v1² − v2²) = 400 + (−3.174) = 396.8 kPa

Answer

p2 = 396.8 kPa
14.Continuity & Bernoulli

Answer: v = 15.13 m/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.

Bernoulli from the surface to the jet

v = √(2·(90000/1000 + 9.81·2.5)) = 15.13 m/s

Answer

v = 15.13 m/s
15.Ideal gas law

Answer: P = 330.2 kPa

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

Moles

n = m/M = 320/44.01 = 7.271 mol
T = 0 + 273.15 = 273.1 K

Pressure

P = nRT/V = 7.271·8.314·273.1/0.05 = 330.2 kPa

Answer

P = 330.2 kPa
16.Ideal gas law

Answer: V2 = 2.589 L

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

Absolute temperatures

T1 = 283.1 K, T2 = 513.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 2·(250/350)·(513.1/283.1) = 2.589 L

Answer

V2 = 2.589 L
17.Heat engines & refrigerators

Answer: Wmax = 1027 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 = 625 + 273.15 = 898.1 K
TL = 10 + 273.15 = 283.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 283.1/898.1 = 68.47 %

Maximum work

Wmax = ηmax·QH = 0.6847·1500 = 1027 kJ

Answer

Wmax = 1027 kJ
18.Heat engines & refrigerators

Answer: COPmax = 9.223

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 = -10 + 273.15 = 263.1 K

Best possible COP

COPHP,max = TH/(TH − TL) = 295.1/(295.1 − 263.1) = 9.223

Answer

COPmax = 9.223
19.Waves, sound & optics

Answer: L = 0.6496 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 = 343/132 = 2.598 m

Length

L = nλ/4 = 1·2.598/4 = 0.6496 m

Answer

L = 0.6496 m
20.Waves, sound & optics

Answer: m = −0.2

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.

Focal length

f = R/2 = 5 cm

Mirror equation

1/di = 1/f − 1/do = 1/5 − 1/30
di = 6 cm
F30 cmf = 5 cm

Magnification

m = −6/30 = −0.2

Answer

m = −0.2

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