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)5.556 s27.78

A car driving at 100 km/h brakes with a constant deceleration of 5 m/s² until it stops. Find the braking distance s.

v₀ = 100 km/ha = −5 m/s²v = 0
s = m
2.KinematicsHard
t (s)v (m/s)8 s

A tram starts from rest and accelerates at 2.5 m/s² for 8 s, then runs at constant speed for 11 s, and finally brakes at 3 m/s² until it stops. Find the total travel time t.

a1 = 2.5 m/s²t1 = 8 st2 = 11 sa3 = −3 m/s²
t = s
3.Newton’s lawsMedium
θ = 35°10 kgF = ?

A 10 kg box is pushed up a ramp at 35° to the horizontal at constant speed, by a force parallel to the ramp. The coefficient of kinetic friction is 0.2. Use g = 9.81 m/s². Find the pushing force F.

m = 10 kgθ = 35°μ = 0.2g = 9.81 m/s²
F = N
4.Newton’s lawsHard
θ = 15°blockv₀ = 7 m/s

A block is given a push so that it starts sliding up a ramp at 15° with a speed of 7 m/s. The coefficient of kinetic friction is 0.3. Use g = 9.81 m/s². How far d along the ramp does it slide before it stops?

v₀ = 7 m/sθ = 15°μ = 0.3g = 9.81 m/s²
d = m
5.Projectile motionMedium
v0​ = ?30°R = 125 m

A ball is launched from level ground at 30° above the horizontal and lands 125 m away. Ignore air resistance and use g = 9.81 m/s². Find the launch speed v0.

θ = 30°R = 125 mg = 9.81 m/s²
v0 = m/s
6.Projectile motionHard
8 mv0​ = 33 m/s70°x = ?

A ball is thrown from ground level at 33 m/s and 70° above the horizontal. It lands on the flat roof of a building 8 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 = 33 m/sθ = 70°hroof = 8 mg = 9.81 m/s²
x = m
7.Work & energyMedium
70 km/h

A car travelling at 70 km/h on a level road brakes hard and skids to a stop with its wheels locked. The coefficient of kinetic friction between the tyres and the road is 0.5. Find the stopping distance d.

v = 70 km/hμ = 0.5g = 9.81 m/s²
d = m
8.Work & energyHard
h = 2.5 mL = 1 mμ = 0.3k = 800 N/m

A 10 kg block is released from rest at height 2.5 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 1 m long (μ = 0.3) and then runs onto a spring (k = 800 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 10 kgh = 2.5 mL = 1 mμ = 0.3k = 800 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
4 kg58 m/s10 kgv′2​ = ?

A 14 kg projectile moving horizontally at 39 m/s explodes into two fragments that move along the same line. The 4 kg fragment continues forwards at 58 m/s. Find the velocity v′2 of the 10 kg fragment (positive in the original direction).

M = 14 kgu = 39 m/sm1 = 4 kgv′1 = 58 m/sm2 = 10 kg
v′2 = m/s
10.Momentum & collisionsHard
25 m/s18 m/s

A 0.4 kg ball hits a wall at 25 m/s and bounces straight back at 18 m/s. The contact lasts 10 ms. Find the magnitude of the impulse J the wall gives the ball.

m = 0.4 kgvin = 25 m/svout = 18 m/sΔt = 10 ms
J = N·s
11.Hydrostatic forceMedium
gated = 1.5 mH = 1.5 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of water, with its top edge 1.5 m below the surface. Find the resultant hydrostatic force F on the gate.

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

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of oil, with its top edge 1 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 1 mH = 1.5 mb = 1.5 mρ = 880 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
d1​ = 80 mmd2​ = 40 mm12p1​ − p2​ = 55 kPaQ = ?

Water flows through a horizontal venturi meter with an inlet diameter of 80 mm and a throat diameter of 40 mm. The pressure at the inlet is 55 kPa higher than at the throat. Ignoring losses, find the flow rate Q.

d1 = 80 mmd2 = 40 mmp1 − p2 = 55 kPaρ = 1000 kg/m³
Q = L/s
14.Continuity & BernoulliHard
12d1​ = 75 mm, p1​ = 250 kPad2​ = 25 mm, p2​ = ?Δz = 1 m

Water flows up through a pipe that narrows from 75 mm to 25 mm while rising 1 m. At section 1 the pressure is 250 kPa and the velocity is 1.5 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 75 mmd2 = 25 mmp1 = 250 kPav1 = 1.5 m/sΔz = 1 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
290 g of ArV = 10 LT = 75 °CP = ?

A tank of 10 L contains 290 g of Ar at 75 °C. Treat it as an ideal gas and find the pressure P.

m = 290 gM = 39.95 g/molV = 10 LT = 75 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
State 1State 2

A fixed amount of O₂ goes from 400 kPa, 2 L, 15 °C to 450 kPa and 250 °C. Find the new volume V2.

P1 = 400 kPaV1 = 2 LT1 = 15 °CP2 = 450 kPaT2 = 250 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 500 °CTL​ = 5 °CEQH​ = 4900 kJQL​W = ?

A heat engine works between a hot reservoir at 500 °C and a cold reservoir at 5 °C. It takes in 4900 kJ of heat. Find the most work Wmax it could possibly produce.

TH = 500 °CTL = 5 °CQH = 4900 kJ
Wmax = kJ
18.Heat engines & refrigeratorsHard
TH​ = 21 °CTL​ = -10 °CHPQ̇H​ = 5 kWQ̇L​Ẇ

A heat pump keeps a house at 21 °C while it is -10 °C outside, delivering 5 kW of heat to the house. Find the highest possible coefficient of performance COPmax.

TH = 21 °CTL = -10 °CQ̇H = 5 kW
COPmax =
19.Waves, sound & opticsMedium
FF1 cmdo​ = 8 cmf = 12 cm

An object 1 cm tall stands 8 cm in front of a thin converging lens with a focal length of 12 cm. Find the image height hi (negative for an inverted image).

ho = 1 cmdo = 8 cmf = 12 cm
hi = cm
20.Waves, sound & opticsHard
λ = 550 nma = 0.15 mm

Light of wavelength 550 nm passes through a single slit 0.15 mm wide. Find the angle θ3 of dark fringe number 3 from the straight-through direction.

λ = 550 nma = 0.15 mmm = 3
θ3 = °

3Solutions

1.Kinematics

Answer: s = 77.16 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 = 100/3.6 = 27.78 m/s

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 27.78²/(2·5) = 77.16 m

Answer

s = 77.16 m
2.Kinematics

Answer: t = 25.67 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 = 2.5·8 = 20 m/s

Braking time

t3 = v/a3 = 20/3 = 6.667 s

Total time

t = 8 + 11 + 6.667 = 25.67 s

Answer

t = 25.67 s
3.Newton’s laws

Answer: F = 72.34 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 = 56.27 + 16.07 = 72.34 N

Answer

F = 72.34 N
4.Newton’s laws

Answer: d = 4.552 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 15° + 0.3·cos 15°) = 5.382 m/s²

Distance

d = v₀²/(2a) = 7²/(2·5.382) = 4.552 m

Answer

d = 4.552 m
5.Projectile motion

Answer: v0 = 37.63 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) = √(9.81·125/sin 60°) = 37.63 m/s

Answer

v0 = 37.63 m/s
6.Projectile motion

Answer: x = 68.31 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 = 11.29 m/s, vy = 31.01 m/s

Time to land on the roof

Larger root: the ball is descending.

8 = 31.01·t − 4.905·t²
t = (31.01 + √(31.01² − 2·9.81·8))/9.81 = 6.053 s

Horizontal distance

x = vx·t = 11.29·6.053 = 68.31 m

Answer

x = 68.31 m
7.Work & energy

Answer: d = 38.54 m

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).

Speed in base units

v = 70/3.6 = 19.44 m/s

Energy balance

½mv² = μmg·d → d = v²/(2μg) = 19.44²/(2·0.5·9.81) = 38.54 m

Answer

d = 38.54 m

Doubling the speed makes the stopping distance four times longer.

8.Work & energy

Answer: x = 73.45 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·(2.5 − 0.3·1) = 215.8 J

Maximum compression

½kx² = 215.8 → x = √(2·215.8/800) = 0.7345 m = 73.45 cm

Answer

x = 73.45 cm
9.Momentum & collisions

Answer: v′2 = 31.4 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 = 14·39 = 546 kg·m/s

Momentum after

546 = 4·58 + 10·v′2
v′2 = (546 − 232)/10 = 31.4 m/s

Answer

v′2 = 31.4 m/s
10.Momentum & collisions

Answer: J = 17.2 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 = 0.4·(18 + 25) = 17.2 N·s

Answer

J = 17.2 N·s
11.Hydrostatic force

Answer: F = 66.22 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 = 1.5 + 1.5/2 = 2.25 m
A = H·b = 1.5·2 = 3 m²
gated = 1.5 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2.25·3 = 66.22 kN

Answer

F = 66.22 kN
12.Hydrostatic force

Answer: F = 33.99 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 + 1.5/2 = 1.75 m
A = H·b = 1.5·1.5 = 2.25 m²
gated = 1 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 880·9.81·1.75·2.25 = 33.99 kN

Answer

F = 33.99 kN
13.Continuity & Bernoulli

Answer: Q = 13.61 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·(40/80)² = 0.25·v2

Bernoulli between inlet and throat

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

p1 − p2 = ½ρv2²(1 − β⁴)
v2 = √(2·55000/(1000·(1 − 0.0625))) = 10.83 m/s
v1 = 2.708 m/s

Flow rate

Q = A2·v2 = 0.001257·10.83 = 0.01361 m³/s = 13.61 L/s

Answer

Q = 13.61 L/s
14.Continuity & Bernoulli

Answer: p2 = 150.2 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 = 1.5·(75/25)² = 13.5 m/s
½ρ(v1² − v2²) = ½·1000·(1.5² − 13.5²)/1000 = −90 kPa
ρgΔz = 1000·9.81·1/1000 = 9.81 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 250 + (−90) − 9.81 = 150.2 kPa

Answer

p2 = 150.2 kPa
15.Ideal gas law

Answer: P = 2101 kPa

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

Moles

n = m/M = 290/39.95 = 7.259 mol
T = 75 + 273.15 = 348.1 K

Pressure

P = nRT/V = 7.259·8.314·348.1/0.01 = 2101 kPa

Answer

P = 2101 kPa
16.Ideal gas law

Answer: V2 = 3.228 L

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

Absolute temperatures

T1 = 288.1 K, T2 = 523.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 2·(400/450)·(523.1/288.1) = 3.228 L

Answer

V2 = 3.228 L
17.Heat engines & refrigerators

Answer: Wmax = 3137 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 = 500 + 273.15 = 773.1 K
TL = 5 + 273.15 = 278.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 278.1/773.1 = 64.02 %

Maximum work

Wmax = ηmax·QH = 0.6402·4900 = 3137 kJ

Answer

Wmax = 3137 kJ
18.Heat engines & refrigerators

Answer: COPmax = 9.489

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 = 21 + 273.15 = 294.1 K
TL = -10 + 273.15 = 263.1 K

Best possible COP

COPHP,max = TH/(TH − TL) = 294.1/(294.1 − 263.1) = 9.489

Answer

COPmax = 9.489
19.Waves, sound & optics

Answer: hi = 3 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 = 1/12 − 1/8
di = −24 cm
FF8 cmf = 12 cm

Magnification and height

m = −(−24)/8 = 3
hi = 3·1 = 3 cm

Answer

hi = 3 cm
20.Waves, sound & optics

Answer: θ3 = 0.6303 °

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, …

Dark fringe condition

sin θ = mλ/a = 0.011
θ = 0.6303°

Answer

θ3 = 0.6303°

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