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)0.6 s33.33

A driver moving at 120 km/h sees an obstacle. Her reaction time is 0.6 s, after which the car brakes with a constant deceleration of 7.5 m/s². Find the total stopping distance d from the moment she sees the obstacle.

v₀ = 120 km/htr = 0.6 sa = −7.5 m/s²
d = m
2.KinematicsHard
v₀ = 15 m/s25 m

A ball is thrown straight up at 15 m/s from the edge of a roof 25 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 = 15 m/sh₀ = 25 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
θ = 35°a = ?m = 11 kg

An 11 kg block slides down a slope at 35° to the horizontal. The coefficient of kinetic friction is 0.1. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 11 kgθ = 35°μ = 0.1g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 1 kg2 kgμ = 0.25

A 1 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 2 kg mass. The coefficient of kinetic friction between block and table is 0.25. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 1 kgm2 = 2 kgμ = 0.25g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = ?45°R = 10 m

A ball is launched from level ground at 45° above the horizontal and lands 10 m away. Ignore air resistance and use g = 9.81 m/s². Find the launch speed v0.

θ = 45°R = 10 mg = 9.81 m/s²
v0 = m/s
6.Projectile motionHard
22 mv0​ = 40 m/s45°x = ?

A ball is thrown from ground level at 40 m/s and 45° above the horizontal. It lands on the flat roof of a building 22 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 = 40 m/sθ = 45°hroof = 22 mg = 9.81 m/s²
x = m
7.Work & energyMedium
20°d = 14 mμ = 0.2

A 5 kg block slides 14 m down a slope at 20° to the horizontal, with a coefficient of kinetic friction of 0.2. Find the work Wf done against friction.

m = 5 kgθ = 20°μ = 0.2d = 14 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
5 kg2 kgμ = 0.1d = 2 m

A 5 kg block rests on a rough horizontal table (μ = 0.1). A light string runs from it over a smooth pulley at the edge of the table to a hanging 2 kg block. The system is released from rest. Find the speed v of the blocks after the hanging block has dropped 2 m.

m1 = 5 kgm2 = 2 kgμ = 0.1d = 2 mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
4 kgv = ?15 gh = 18 cm

A 15 g bullet is fired horizontally into a 4 kg wooden block hanging on light strings, and stays inside it. The block swings up until it is 18 cm higher than at the start. Use g = 9.81 m/s². Find the speed v of the bullet before impact.

m = 15 gM = 4 kgh = 18 cmg = 9.81 m/s²
v = m/s
10.Momentum & collisionsHard
2000 kg20 m/s1700 kg11 m/sv′ = ?

At a crossing a 2000 kg car travelling east at 20 m/s collides with a 1700 kg car travelling north at 11 m/s. The cars lock together. Find the speed v′ of the wreck just after the collision.

m1 = 2000 kgv1 = 20 m/s (E)m2 = 1700 kgv2 = 11 m/s (N)
v′ = m/s
11.Hydrostatic forceMedium
gated = 4 mH = 1.5 m

A vertical rectangular gate 1 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 = 1 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 4 mH = 1 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of seawater, 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 mb = 1 mρ = 1025 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
Q = ?d = 25 mm, Cd​ = 0.63h = 1 m

Water drains from a large open tank through a sharp-edged orifice with a diameter of 25 mm. The water level is kept 1 m above the orifice and the discharge coefficient is 0.63. Find the flow rate Q. Use g = 9.81 m/s².

d = 25 mmh = 1 mCd = 0.63g = 9.81 m/s²
Q = L/s
14.Continuity & BernoulliHard
12d1​ = 100 mm, p1​ = 340 kPad2​ = 75 mm, p2​ = ?Δz = 4 m

Water flows up through a pipe that narrows from 100 mm to 75 mm while rising 4 m. At section 1 the pressure is 340 kPa and the velocity is 3 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 100 mmd2 = 75 mmp1 = 340 kPav1 = 3 m/sΔz = 4 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
150 g of HeP = 350 kPaT = 0 °CV = ?

What volume V does 150 g of He occupy at 350 kPa and 0 °C? Treat it as an ideal gas.

m = 150 gM = 4.003 g/molP = 350 kPaT = 0 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
State 1State 2

A fixed amount of N₂ goes from 200 kPa, 10 L, 20 °C to 250 kPa and 50 °C. Find the new volume V2.

P1 = 200 kPaV1 = 10 LT1 = 20 °CP2 = 250 kPaT2 = 50 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 400 °CTL​ = 15 °CEQH​QL​η = 40%

A heat engine receives heat from a source at 400 °C and rejects heat to the surroundings at 15 °C. Its actual thermal efficiency is 40%. Find its second-law efficiency ηII, the ratio of the actual efficiency to the Carnot efficiency.

TH = 400 °CTL = 15 °Cη = 40%
ηII = %
18.Heat engines & refrigeratorsHard
TH​ = 22 °CTL​ = 2 °CHPQ̇H​ = 4 kWQ̇L​Ẇ

A heat pump keeps a house at 22 °C while it is 2 °C outside, delivering 4 kW of heat to the house. Find the highest possible coefficient of performance COPmax.

TH = 22 °CTL = 2 °CQ̇H = 4 kW
COPmax =
19.Waves, sound & opticsMedium
FFdo​ = 6 cmf = 8 cm

An object stands 6 cm in front of a thin converging lens with a focal length of 8 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 = 6 cmf = 8 cm
di = cm
20.Waves, sound & opticsHard
θn1​ = 1.46n2​ = 1.38n0​ = 1.00

An optical fibre has a core with n₁ = 1.46 and a cladding with n₂ = 1.38. Find its numerical aperture NA.

n1 = 1.46n2 = 1.38
NA =

3Solutions

1.Kinematics

Answer: d = 94.07 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 = 120/3.6 = 33.33 m/s

Reaction distance

d1 = v₀·tr = 33.33·0.6 = 20 m

Braking distance

d2 = v₀²/(2a) = 33.33²/(2·7.5) = 74.07 m

Total

d = 20 + 74.07 = 94.07 m

Answer

d = 94.07 m
2.Kinematics

Answer: t = 4.256 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.

−25 = 15·t − ½·9.81·t²
4.905·t² − 15·t − 25 = 0

Solve the quadratic

Only the positive root is physical.

t = (15 + √(15² + 2·9.81·25))/9.81 = 4.256 s

Answer

t = 4.256 s
3.Newton’s laws

Answer: a = 4.823 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 35° − 0.1·cos 35°) = 9.81·(0.5736 − 0.08192) = 4.823 m/s²

Answer

a = 4.823 m/s²
4.Newton’s laws

Answer: T = 8.175 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) = (19.62 − 2.453)/3 = 5.723 m/s²

Tension from the block on the table

T − μ·m1·g = m1·a
T = 1·5.723 + 2.453 = 8.175 N

Answer

T = 8.175 N
5.Projectile motion

Answer: v0 = 9.905 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) = √(9.81·10/sin 90°) = 9.905 m/s

Answer

v0 = 9.905 m/s
6.Projectile motion

Answer: x = 136.9 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 = 28.28 m/s, vy = 28.28 m/s

Time to land on the roof

Larger root: the ball is descending.

22 = 28.28·t − 4.905·t²
t = (28.28 + √(28.28² − 2·9.81·22))/9.81 = 4.84 s

Horizontal distance

x = vx·t = 28.28·4.84 = 136.9 m

Answer

x = 136.9 m
7.Work & energy

Answer: Wf = 129.1 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 = 49.05·0.9397 = 46.09 N
F = μN = 0.2·46.09 = 9.218 N

Work against friction

Wf = F·d = 9.218·14 = 129.1 J

Answer

Wf = 129.1 J
8.Work & energy

Answer: v = 2.9 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 released and lost

m₂g·d = 19.62·2 = 39.24 J
μ·m₁g·d = 0.1·49.05·2 = 9.81 J

Kinetic energy of both blocks

½(m₁ + m₂)v² = 29.43 → v = √(2·29.43/7) = 2.9 m/s

Answer

v = 2.9 m/s
9.Momentum & collisions

Answer: v = 503 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.

Swing after impact

V = √(2·g·h) = √(2·9.81·0.18) = 1.879 m/s

Collision

m·v = (m + M)·V → v = (0.015 + 4)·1.879/0.015 = 503 m/s

Answer

v = 503 m/s
10.Momentum & collisions

Answer: v′ = 11.93 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 components

px = 2000·20 = 40000 kg·m/s
py = 1700·11 = 18700 kg·m/s

Speed of the wreck

v′ = √(px² + py²)/(m1 + m2) = 44155/3700 = 11.93 m/s

Answer

v′ = 11.93 m/s
11.Hydrostatic force

Answer: F = 69.9 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 = 1.5·1 = 1.5 m²
gated = 4 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·4.75·1.5 = 69.9 kN

Answer

F = 69.9 kN
12.Hydrostatic force

Answer: ycp = 4.519 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 + 1/2 = 4.5 m
A = H·b = 1·1 = 1 m²
gated = 4 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1025·9.81·4.5·1 = 45.25 kN

Centre of pressure

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

Ic = b·H³/12 = 1·1³/12 = 0.08333 m⁴
ycp = yc + Ic/(yc·A) = 4.5 + 0.08333/(4.5·1) = 4.519 m

Answer

ycp = 4.519 m
13.Continuity & Bernoulli

Answer: Q = 1.37 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) = √(2·9.81·1) = 4.429 m/s

Actual flow rate

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

Q = Cd·A·√(2gh) = 0.63·0.0004909·4.429 = 0.00137 m³/s = 1.37 L/s

Answer

Q = 1.37 L/s
14.Continuity & Bernoulli

Answer: p2 = 291 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 = 3·(100/75)² = 5.333 m/s
½ρ(v1² − v2²) = ½·1000·(3² − 5.333²)/1000 = −9.722 kPa
ρgΔz = 1000·9.81·4/1000 = 39.24 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 340 + (−9.722) − 39.24 = 291 kPa

Answer

p2 = 291 kPa
15.Ideal gas law

Answer: V = 243.1 L

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

Moles

n = 150/4.003 = 37.47 mol
T = 0 + 273.15 = 273.1 K

Volume

V = nRT/P = 37.47·8.314·273.1/350 = 243.1 L

Answer

V = 243.1 L
16.Ideal gas law

Answer: V2 = 8.819 L

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

Absolute temperatures

T1 = 293.1 K, T2 = 323.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 10·(200/250)·(323.1/293.1) = 8.819 L

Answer

V2 = 8.819 L
17.Heat engines & refrigerators

Answer: ηII = 69.94 %

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 = 400 + 273.15 = 673.1 K
TL = 15 + 273.15 = 288.1 K

Carnot efficiency

ηCarnot = 1 − 288.1/673.1 = 57.19 %

Second-law efficiency

ηII = η/ηCarnot = 40/57.19 = 69.94 %

Answer

ηII = 69.94 %
18.Heat engines & refrigerators

Answer: COPmax = 14.76

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 = 2 + 273.15 = 275.1 K

Best possible COP

COPHP,max = TH/(TH − TL) = 295.1/(295.1 − 275.1) = 14.76

Answer

COPmax = 14.76
19.Waves, sound & optics

Answer: di = −24 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 = 1/8 − 1/6
di = −24 cm
FF6 cmf = 8 cm

Ray diagram

virtual, on the same side as the object

Answer

di = −24 cm
20.Waves, sound & optics

Answer: NA = 0.4767

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.

Critical angle at the cladding

sin θc = 1.38/1.46 = 0.9452 → θc = 70.94°

Numerical aperture

NA = √(1.46² − 1.38²) = 0.4767

Answer

NA = 0.4767

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