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)4.286 s15

A car driving at 54 km/h brakes with a constant deceleration of 3.5 m/s² until it stops. Find the braking distance s.

v₀ = 54 km/ha = −3.5 m/s²v = 0
s = m
2.KinematicsHard
v₀ = 20 m/s30 m

A ball is thrown straight up at 20 m/s from the edge of a roof 30 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 = 30 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
5 kg40°F = 30 Nμ = 0.4

A 5 kg sled is pulled across level snow by a rope at 40° above the horizontal with a force of 30 N. The coefficient of kinetic friction is 0.4. Use g = 9.81 m/s². Find the acceleration a of the sled.

m = 5 kgF = 30 Nθ = 40°μ = 0.4g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 10 kg5 kgμ = 0.25

A 10 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 5 kg mass. The coefficient of kinetic friction between block and table is 0.25. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 10 kgm2 = 5 kgμ = 0.25g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
59 my = ?v0​ = 32 m/s55°

A ball is kicked from level ground at 32 m/s and 55° above the horizontal towards a wall 59 m away. Ignore air resistance and use g = 9.81 m/s². At what height y does the ball pass the wall?

v₀ = 32 m/sθ = 55°x = 59 mg = 9.81 m/s²
y = m
6.Projectile motionHard
h = 50 mv0​ = 30 m/s30°H = ?

A ball is launched at 30 m/s and 30° above the horizontal from the top of a 50 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 = 30 m/sθ = 30°h = 50 mg = 9.81 m/s²
H = m
7.Work & energyMedium
90 km/h

A car travelling at 90 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 0.4. Find the stopping distance d.

v = 90 km/hμ = 0.4g = 9.81 m/s²
d = m
8.Work & energyHard
h = 4.5 mL = 3.5 mμ = 0.2k = 5000 N/m

A 1 kg block is released from rest at height 4.5 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 3.5 m long (μ = 0.2) and then runs onto a spring (k = 5000 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 1 kgh = 4.5 mL = 3.5 mμ = 0.2k = 5000 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
2000 kg20 m/s1500 kg

A 2000 kg car moving at 20 m/s runs into a stationary 1500 kg car and the two lock together. How much kinetic energy ΔK is lost in the collision?

m1 = 2000 kgv1 = 20 m/sm2 = 1500 kgv2 = 0
ΔK = J
10.Momentum & collisionsHard
2000 kgv1​ = ?900 kg

A 2000 kg car runs into a parked 900 kg car. The wrecks lock together and skid 13.5 m before stopping. The coefficient of kinetic friction between tyres and road is 0.6. Use g = 9.81 m/s². Find the speed v1 of the first car just before the collision.

m1 = 2000 kgm2 = 900 kgd = 13.5 mμ = 0.6g = 9.81 m/s²
v1 = 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 = 1 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 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 1 mH = 1.5 mb = 2 mρ = 1000 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
v = ?p0​pp0​ − p = 24 kPastagnation point

A pitot-static tube in a water pipe reads a difference of 24 kPa between the stagnation pressure and the static pressure. Find the water velocity v at the tip.

p0 − p = 24 kPaρ = 1000 kg/m³
v = m/s
14.Continuity & BernoulliHard
C211 m1.5 md = 25 mmpC​ = ?

A hose with an inner diameter of 25 mm siphons water from an open tank. The highest point C of the hose is 1 m above the water surface, and the outlet (open to the air) is 1.5 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 = 25 mmzC = +1 mz2 = −1.5 mg = 9.81 m/s²patm = 101.3 kPa
pC = kPa
15.Ideal gas lawMedium
500 g of HeP = 500 kPaT = 25 °CV = ?

What volume V does 500 g of He occupy at 500 kPa and 25 °C? Treat it as an ideal gas.

m = 500 gM = 4.003 g/molP = 500 kPaT = 25 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
State 1State 2

A fixed amount of O₂ goes from 300 kPa, 5 L, 15 °C to 500 kPa and 220 °C. Find the new volume V2.

P1 = 300 kPaV1 = 5 LT1 = 15 °CP2 = 500 kPaT2 = 220 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 475 °CTL​ = 30 °CEQH​QL​W

A heat engine works between a hot reservoir at 475 °C and a cold reservoir at 30 °C. Find the highest possible thermal efficiency ηmax.

TH = 475 °CTL = 30 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 21 °CTL​ = 5 °CHPQ̇H​ = 15 kWQ̇L​Ẇ = ?

A heat pump keeps a house at 21 °C while it is 5 °C outside, delivering 15 kW of heat to the house. Find the minimum power input Ẇmin.

TH = 21 °CTL = 5 °CQ̇H = 15 kW
Ẇmin = kW
19.Waves, sound & opticsMedium
FFdo​ = 15 cmf = −8 cm

An object stands 15 cm in front of a thin diverging 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 = 15 cmf = −8 cm
di = cm
20.Waves, sound & opticsHard
λ = 550 nmθ1​ = ?

Light of wavelength 550 nm falls at right angles on a grating with 400 lines per millimetre. Find the angle θ1 of the order-1 maximum.

N = 400 mm⁻¹λ = 550 nmm = 1
θ1 = °

3Solutions

1.Kinematics

Answer: s = 32.14 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 = 54/3.6 = 15 m/s

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 15²/(2·3.5) = 32.14 m

Answer

s = 32.14 m
2.Kinematics

Answer: t = 5.244 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.

−30 = 20·t − ½·9.81·t²
4.905·t² − 20·t − 30 = 0

Solve the quadratic

Only the positive root is physical.

t = (20 + √(20² + 2·9.81·30))/9.81 = 5.244 s

Answer

t = 5.244 s
3.Newton’s laws

Answer: a = 2.215 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.

Normal force

N = m·g − F·sin θ = 49.05 − 30·sin 40° = 29.77 N

Horizontal forces

m·a = F·cos θ − μ·N = 22.98 − 11.91
a = 11.07/5 = 2.215 m/s²

Answer

a = 2.215 m/s²
4.Newton’s laws

Answer: a = 1.635 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 − 24.53)/15 = 1.635 m/s²

Answer

a = 1.635 m/s²
5.Projectile motion

Answer: y = 33.58 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.

Time to the wall

vx = 32·cos 55° = 18.35 m/s
t = x/vx = 59/18.35 = 3.214 s

Height at that time

y = 26.21·3.214 − ½·9.81·3.214² = 33.58 m

Answer

y = 33.58 m

The ball is already on its way down at the wall.

6.Projectile motion

Answer: H = 61.47 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 = 30·sin 30° = 15 m/s

Rise above the cliff

Δh = vy²/(2g) = 15²/(2·9.81) = 11.47 m

Height above the ground

H = 50 + 11.47 = 61.47 m

Answer

H = 61.47 m
7.Work & energy

Answer: d = 79.64 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 = 90/3.6 = 25 m/s

Energy balance

½mv² = μmg·d → d = v²/(2μg) = 25²/(2·0.4·9.81) = 79.64 m

Answer

d = 79.64 m

Doubling the speed makes the stopping distance four times longer.

8.Work & energy

Answer: x = 12.21 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 = 9.81·(4.5 − 0.2·3.5) = 37.28 J

Maximum compression

½kx² = 37.28 → x = √(2·37.28/5000) = 0.1221 m = 12.21 cm

Answer

x = 12.21 cm
9.Momentum & collisions

Answer: ΔK = 171429 J

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.

Common velocity

v′ = m1·v1/(m1 + m2) = 2000·20/3500 = 11.43 m/s

Kinetic energy before and after

Kbefore = ½·2000·20² = 400000 J
Kafter = ½·3500·11.43² = 228571 J

Energy lost

ΔK = 400000 − 228571 = 171429 J

Answer

ΔK = 171429 J

The lost energy goes into deformation, heat and sound.

10.Momentum & collisions

Answer: v1 = 18.28 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.

Speed after the collision

V = √(2·μ·g·d) = √(2·0.6·9.81·13.5) = 12.61 m/s

Momentum in the collision

m1·v1 = (m1 + m2)·V → v1 = 2900·12.61/2000 = 18.28 m/s

Answer

v1 = 18.28 m/s
(65.81 km/h)
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 = 1.857 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 + 1.5/2 = 1.75 m
A = H·b = 1.5·2 = 3 m²
gated = 1 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·1.75·3 = 51.5 kN

Centre of pressure

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

Ic = b·H³/12 = 2·1.5³/12 = 0.5625 m⁴
ycp = yc + Ic/(yc·A) = 1.75 + 0.5625/(1.75·3) = 1.857 m

Answer

ycp = 1.857 m
13.Continuity & Bernoulli

Answer: v = 6.928 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 to the stagnation point

The flow comes to rest at the tip, so its kinetic energy shows up as extra pressure.

p0 − p = ½ρv²
v = √(2·24000/1000) = 6.928 m/s

Answer

v = 6.928 m/s
14.Continuity & Bernoulli

Answer: pC = 76.78 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·1.5) = √(2·9.81·1.5) = 5.425 m/s

Bernoulli from the surface to C

patm = pC + ½ρv² + ρgzC
pC = 101.3 − 1000·(5.425²/2 + 9.81·1)/1000 = 101.3 − 24.53 = 76.78 kPa

Answer

pC = 76.78 kPa

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

15.Ideal gas law

Answer: V = 619.2 L

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

Moles

n = 500/4.003 = 124.9 mol
T = 25 + 273.15 = 298.1 K

Volume

V = nRT/P = 124.9·8.314·298.1/500 = 619.2 L

Answer

V = 619.2 L
16.Ideal gas law

Answer: V2 = 5.134 L

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

Absolute temperatures

T1 = 288.1 K, T2 = 493.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 5·(300/500)·(493.1/288.1) = 5.134 L

Answer

V2 = 5.134 L
17.Heat engines & refrigerators

Answer: ηmax = 59.48 %

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 = 475 + 273.15 = 748.1 K
TL = 30 + 273.15 = 303.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 303.1/748.1 = 59.48 %

Answer

ηmax = 59.48 %
18.Heat engines & refrigerators

Answer: Ẇmin = 0.8159 kW

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 = 5 + 273.15 = 278.1 K

Best possible COP

COPHP,max = TH/(TH − TL) = 294.1/(294.1 − 278.1) = 18.38

Minimum power

The least work is needed by a reversible machine, which has the highest COP.

Ẇmin = Q̇H/COP = 15/18.38 = 0.8159 kW

Answer

Ẇmin = 0.8159 kW
19.Waves, sound & optics

Answer: di = −5.217 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) − 1/15
di = −5.217 cm
FF15 cmf = −8 cm

Ray diagram

virtual, on the same side as the object

Answer

di = −5.217 cm
20.Waves, sound & optics

Answer: θ1 = 12.71 °

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 = 1/400 mm = 2.5 × 10⁻⁶ m

Grating equation

sin θ = mλ/d = 1·550 × 10⁻⁹/(2.5 × 10⁻⁶) = 0.22
θ = 12.71°

Answer

θ1 = 12.71°

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