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 = ?20

A car driving at 72 km/h brakes with a constant deceleration of 7.5 m/s² until it stops. How long does braking take? Find t.

v₀ = 72 km/ha = −7.5 m/s²v = 0
t = s
2.KinematicsHard
v₀ = 20 m/s25 m

A ball is thrown straight up at 20 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 = 20 m/sh₀ = 25 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
θ = 20°40 kgF = ?

A 40 kg box is pushed up a ramp at 20° to the horizontal at constant speed, by a force parallel to the ramp. The coefficient of kinetic friction is 0.1. Use g = 9.81 m/s². Find the pushing force F.

m = 40 kgθ = 20°μ = 0.1g = 9.81 m/s²
F = N
4.Newton’s lawsHard
θ = 30°blockv₀ = 6 m/s

A block is given a push so that it starts sliding up a ramp at 30° with a speed of 6 m/s. The coefficient of kinetic friction is 0.15. Use g = 9.81 m/s². How far d along the ramp does it slide before it stops?

v₀ = 6 m/sθ = 30°μ = 0.15g = 9.81 m/s²
d = m
5.Projectile motionMedium
v0​ = 16 m/s30°x = ?

A ball is launched at 30° above horizontal from level ground. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 16 m/sθ = 30°g = 9.81 m/s²
x = m
6.Projectile motionHard
26 mv0​ = 36 m/s65°x = ?

A ball is thrown from ground level at 36 m/s and 65° above the horizontal. It lands on the flat roof of a building 26 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 = 36 m/sθ = 65°hroof = 26 mg = 9.81 m/s²
x = m
7.Work & energyMedium
45°d = 9 mμ = 0.25

A 4 kg block slides 9 m down a slope at 45° to the horizontal, with a coefficient of kinetic friction of 0.25. Find the work Wf done against friction.

m = 4 kgθ = 45°μ = 0.25d = 9 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
5 kg6 kgμ = 0.15d = 2.5 m

A 5 kg block rests on a rough horizontal table (μ = 0.15). A light string runs from it over a smooth pulley at the edge of the table to a hanging 6 kg block. The system is released from rest. Find the speed v of the blocks after the hanging block has dropped 2.5 m.

m1 = 5 kgm2 = 6 kgμ = 0.15d = 2.5 mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
0.5 kg9 m/s5 kg

A 0.5 kg glider moving at 9 m/s makes a perfectly elastic head-on collision with a 5 kg glider at rest on a frictionless track. Find the velocity v′2 of the second glider after the collision.

m1 = 0.5 kgm2 = 5 kgv1 = 9 m/sv2 = 0
v′2 = m/s
10.Momentum & collisionsHard
25 m/s10 m/s

A 0.3 kg ball hits a wall at 25 m/s and bounces straight back at 10 m/s. The contact lasts 50 ms. Find the magnitude of the impulse J the wall gives the ball.

m = 0.3 kgvin = 25 m/svout = 10 m/sΔt = 50 ms
J = N·s
11.Hydrostatic forceMedium
gated = 3 mH = 1.5 m

A vertical rectangular gate 3 m wide sits in the wall of a tank of water, with its top edge 3 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 3 mH = 1.5 mb = 3 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 1.5 mH = 1 m

A vertical rectangular gate 3 m wide sits in the wall of a tank of glycerin, 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 = 1 mb = 3 mρ = 1260 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
d1​ = 200 mmd2​ = 150 mm12p1​ − p2​ = 38 kPaQ = ?

Water flows through a horizontal venturi meter with an inlet diameter of 200 mm and a throat diameter of 150 mm. The pressure at the inlet is 38 kPa higher than at the throat. Ignoring losses, find the flow rate Q.

d1 = 200 mmd2 = 150 mmp1 − p2 = 38 kPaρ = 1000 kg/m³
Q = L/s
14.Continuity & BernoulliHard
12d1​ = 75 mm, p1​ = 180 kPad2​ = 50 mm, p2​ = ?Δz = 8 m

Water flows up through a pipe that narrows from 75 mm to 50 mm while rising 8 m. At section 1 the pressure is 180 kPa and the velocity is 2.25 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 75 mmd2 = 50 mmp1 = 180 kPav1 = 2.25 m/sΔz = 8 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
190 g of HeP = 500 kPaT = 75 °CV = ?

What volume V does 190 g of He occupy at 500 kPa and 75 °C? Treat it as an ideal gas.

m = 190 gM = 4.003 g/molP = 500 kPaT = 75 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
State 1State 2

A fixed amount of He goes from 100 kPa, 10 L, 35 °C to 100 kPa and 250 °C. Find the new volume V2.

P1 = 100 kPaV1 = 10 LT1 = 35 °CP2 = 100 kPaT2 = 250 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 850 °CTL​ = 40 °CEQH​QL​η = 36%

A heat engine receives heat from a source at 850 °C and rejects heat to the surroundings at 40 °C. Its actual thermal efficiency is 36%. Find its second-law efficiency ηII, the ratio of the actual efficiency to the Carnot efficiency.

TH = 850 °CTL = 40 °Cη = 36%
ηII = %
18.Heat engines & refrigeratorsHard
TH​ = 28 °CTL​ = 5 °CRQ̇H​Q̇L​ = 4.5 kWẆ

A refrigerator keeps its cold space at 5 °C in a kitchen at 28 °C, removing heat from the cold space at 4.5 kW. Find the highest possible coefficient of performance COPmax.

TH = 28 °CTL = 5 °CQ̇L = 4.5 kW
COPmax =
19.Waves, sound & opticsMedium
L = ?n = 5

A string fixed at both ends must have its harmonic number 5 at 500 Hz; waves travel on it at 100 m/s. Find its length L.

v = 100 m/sn = 5f5 = 500 Hz
L = m
20.Waves, sound & opticsHard
λ = 450 nmd = 0.15 mmL = 1.5 my = ?

Light of wavelength 450 nm falls on two slits 0.15 mm apart. The screen is 1.5 m away. Find the distance y1 from the central bright fringe to bright fringe number 1.

λ = 450 nmd = 0.15 mmL = 1.5 mm = 1
y1 = mm

3Solutions

1.Kinematics

Answer: t = 2.667 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 = 72/3.6 = 20 m/s

Braking time

0 = v₀ − a·t → t = v₀/a = 20/7.5 = 2.667 s

Answer

t = 2.667 s
2.Kinematics

Answer: t = 5.081 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 = 20·t − ½·9.81·t²
4.905·t² − 20·t − 25 = 0

Solve the quadratic

Only the positive root is physical.

t = (20 + √(20² + 2·9.81·25))/9.81 = 5.081 s

Answer

t = 5.081 s
3.Newton’s laws

Answer: F = 171.1 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 = 134.2 + 36.87 = 171.1 N

Answer

F = 171.1 N
4.Newton’s laws

Answer: d = 2.913 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 30° + 0.15·cos 30°) = 6.179 m/s²

Distance

d = v₀²/(2a) = 6²/(2·6.179) = 2.913 m

Answer

d = 2.913 m
5.Projectile motion

Answer: x = 22.6 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 = 16·cos 30° = 13.86 m/s
vy = v0·sin θ = 16·sin 30° = 8 m/s

Time in the air

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

t = 2·8/9.81 = 1.631 s

Horizontal distance

x = vx·t = 13.86·1.631 = 22.6 m

Answer

x = 22.6 m
6.Projectile motion

Answer: x = 87.12 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 = 15.21 m/s, vy = 32.63 m/s

Time to land on the roof

Larger root: the ball is descending.

26 = 32.63·t − 4.905·t²
t = (32.63 + √(32.63² − 2·9.81·26))/9.81 = 5.726 s

Horizontal distance

x = vx·t = 15.21·5.726 = 87.12 m

Answer

x = 87.12 m
7.Work & energy

Answer: Wf = 62.43 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 = 39.24·0.7071 = 27.75 N
F = μN = 0.25·27.75 = 6.937 N

Work against friction

Wf = F·d = 6.937·9 = 62.43 J

Answer

Wf = 62.43 J
8.Work & energy

Answer: v = 4.838 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 = 58.86·2.5 = 147.2 J
μ·m₁g·d = 0.15·49.05·2.5 = 18.39 J

Kinetic energy of both blocks

½(m₁ + m₂)v² = 128.8 → v = √(2·128.8/11) = 4.838 m/s

Answer

v = 4.838 m/s
9.Momentum & collisions

Answer: v′2 = 1.636 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 = (0.5 − 5)/(0.5 + 5)·9 = −7.364 m/s
v′2 = 2·0.5/(0.5 + 5)·9 = 1.636 m/s

Answer

v′2 = 1.636 m/s
10.Momentum & collisions

Answer: J = 10.5 N·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.

Change in momentum

J = m·Δv = 0.3·(10 + 25) = 10.5 N·s

Answer

J = 10.5 N·s
11.Hydrostatic force

Answer: F = 165.5 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 = 3 + 1.5/2 = 3.75 m
A = H·b = 1.5·3 = 4.5 m²
gated = 3 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·3.75·4.5 = 165.5 kN

Answer

F = 165.5 kN
12.Hydrostatic force

Answer: ycp = 2.042 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 + 1/2 = 2 m
A = H·b = 1·3 = 3 m²
gated = 1.5 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1260·9.81·2·3 = 74.16 kN

Centre of pressure

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

Ic = b·H³/12 = 3·1³/12 = 0.25 m⁴
ycp = yc + Ic/(yc·A) = 2 + 0.25/(2·3) = 2.042 m

Answer

ycp = 2.042 m
13.Continuity & Bernoulli

Answer: Q = 186.3 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·(150/200)² = 0.5625·v2

Bernoulli between inlet and throat

The pipe is horizontal, so only pressure and velocity change.

p1 − p2 = ½ρv2²(1 − β⁴)
v2 = √(2·38000/(1000·(1 − 0.3164))) = 10.54 m/s
v1 = 5.931 m/s

Flow rate

Q = A2·v2 = 0.01767·10.54 = 0.1863 m³/s = 186.3 L/s

Answer

Q = 186.3 L/s
14.Continuity & Bernoulli

Answer: p2 = 91.24 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 = 2.25·(75/50)² = 5.063 m/s
½ρ(v1² − v2²) = ½·1000·(2.25² − 5.063²)/1000 = −10.28 kPa
ρgΔz = 1000·9.81·8/1000 = 78.48 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 180 + (−10.28) − 78.48 = 91.24 kPa

Answer

p2 = 91.24 kPa
15.Ideal gas law

Answer: V = 274.8 L

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

Moles

n = 190/4.003 = 47.46 mol
T = 75 + 273.15 = 348.1 K

Volume

V = nRT/P = 47.46·8.314·348.1/500 = 274.8 L

Answer

V = 274.8 L
16.Ideal gas law

Answer: V2 = 16.98 L

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

Absolute temperatures

T1 = 308.1 K, T2 = 523.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 10·(100/100)·(523.1/308.1) = 16.98 L

Answer

V2 = 16.98 L
17.Heat engines & refrigerators

Answer: ηII = 49.92 %

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 = 850 + 273.15 = 1123 K
TL = 40 + 273.15 = 313.1 K

Carnot efficiency

ηCarnot = 1 − 313.1/1123 = 72.12 %

Second-law efficiency

ηII = η/ηCarnot = 36/72.12 = 49.92 %

Answer

ηII = 49.92 %
18.Heat engines & refrigerators

Answer: COPmax = 12.09

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 = 28 + 273.15 = 301.1 K
TL = 5 + 273.15 = 278.1 K

Best possible COP

COPR,max = TL/(TH − TL) = 278.1/(301.1 − 278.1) = 12.09

Answer

COPmax = 12.09
19.Waves, sound & optics

Answer: L = 0.5 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 = 100/500 = 0.2 m

Length

L = nλ/2 = 5·0.2/2 = 0.5 m

Answer

L = 0.5 m
20.Waves, sound & optics

Answer: y1 = 4.5 mm

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, …

Fringe spacing

Δy = λL/d = 450 × 10⁻⁹·1.5/(0.15 × 10⁻³) = 4.5 mm

Fringe number 1

y1 = 1·4.5 = 4.5 mm

Answer

y1 = 4.5 mm

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