Physics for Engineers: cram pack

Formula sheets, the key method steps for every topic and 20 practice problems, with full solutions at the back.

New problemsBack to the course

In the print window, choose “Save as PDF” to keep a copy on your device.

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 s15

A car driving at 54 km/h brakes with a constant deceleration of 3 m/s² until it stops. Find the braking distance s.

v₀ = 54 km/ha = −3 m/s²v = 0
s = m
2.KinematicsHard
v₀ = 16 m/s15 m

A ball is thrown straight up at 16 m/s from the edge of a roof 15 m above the ground. Ignore air resistance and use g = 9.81 m/s². Find the greatest height hmax above the ground.

v₀ = 16 m/sh₀ = 15 mg = 9.81 m/s²
hmax = m
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 0.3. Use g = 9.81 m/s². Find the pushing force F.

m = 10 kgθ = 35°μ = 0.3g = 9.81 m/s²
F = N
4.Newton’s lawsHard
m1​ = 4.5 kg10 kgθ = 20°

A 4.5 kg block on a ramp at 20° is connected by a light string over a frictionless pulley at the top of the ramp to a hanging 10 kg mass. The hanging mass moves down. The coefficient of kinetic friction between block and ramp is 0.2. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 4.5 kgm2 = 10 kgθ = 20°μ = 0.2g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 36 m/s70°rangeH = ?

A ball is launched at 70° above horizontal from level ground. Ignore air resistance. Find the maximum height H the ball reaches.

v0 = 36 m/sθ = 70°g = 9.81 m/s²
H = m
6.Projectile motionHard
h = 40 mv0​ = 30 m/s20°range

A ball is launched at 20° above horizontal from the top of a 40 m cliff. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 30 m/sθ = 20°h = 40 mg = 9.81 m/s²
t = s
7.Work & energyMedium
20°L = 0.8 m0.5 kg

A 0.5 kg ball hangs on a light string of length 0.8 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 = 0.5 kgL = 0.8 mθ = 20°g = 9.81 m/s²
T = N
8.Work & energyHard
h = 2 mL = 1.5 mμ = 0.3k = 500 N/m

A 0.5 kg block is released from rest at height 2 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 1.5 m long (μ = 0.3) and then runs onto a spring (k = 500 N/m) on a smooth surface. Find the speed v of the block when it reaches the spring.

m = 0.5 kgh = 2 mL = 1.5 mμ = 0.3k = 500 N/mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
3 kg10 m/s0.5 kg

A 3 kg glider moving at 10 m/s makes a perfectly elastic head-on collision with a 0.5 kg glider at rest on a frictionless track. Find the velocity v′2 of the second glider after the collision.

m1 = 3 kgm2 = 0.5 kgv1 = 10 m/sv2 = 0
v′2 = m/s
10.Momentum & collisionsHard
19 m/s7 m/s

A 0.4 kg ball hits a wall at 19 m/s and bounces straight back at 7 m/s. The contact lasts 40 ms. Find the average force Favg of the wall on the ball.

m = 0.4 kgvin = 19 m/svout = 7 m/sΔt = 40 ms
Favg = N
11.Hydrostatic forceMedium
gated = 1 mH = 2.5 m

A vertical rectangular gate 1 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 = 2.5 mb = 1 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 3 mH = 2 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of water, with its top edge 3 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 3 mH = 2 mb = 2 mρ = 1000 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
d1​ = 200 mmd2​ = 100 mm12p1​ − p2​ = 12 kPaQ = ?

Water flows through a horizontal venturi meter with an inlet diameter of 200 mm and a throat diameter of 100 mm. The pressure at the inlet is 12 kPa higher than at the throat. Ignoring losses, find the flow rate Q.

d1 = 200 mmd2 = 100 mmp1 − p2 = 12 kPaρ = 1000 kg/m³
Q = L/s
14.Continuity & BernoulliHard
d1​ = 200 mmd2​ = 150 mm12Δh = 60 mmmercuryQ = ?

A horizontal venturi meter (inlet 200 mm, throat 150 mm) carries water. A mercury U-tube manometer connected between the inlet and the throat shows a level difference of 60 mm. The discharge coefficient is 0.96. Find the flow rate Q. Use ρ = 1000 kg/m³ for water, 13 600 kg/m³ for mercury and g = 9.81 m/s².

d1 = 200 mmd2 = 150 mmΔh = 60 mmCd = 0.96ρHg = 13 600 kg/m³g = 9.81 m/s²
Q = L/s
15.Ideal gas lawMedium
250 g of O₂P = 600 kPaT = 50 °CV = ?

What volume V does 250 g of O₂ occupy at 600 kPa and 50 °C? Treat it as an ideal gas.

m = 250 gM = 32 g/molP = 600 kPaT = 50 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
CO₂, M = 44.01 g/molP = 300 kPaT = 90 °Cρ = ?

Find the density ρ of CO₂ at 300 kPa and 90 °C, treating it as an ideal gas.

M = 44.01 g/molP = 300 kPaT = 90 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 225 °CTL​ = 30 °CEQH​QL​W

A heat engine works between a hot reservoir at 225 °C and a cold reservoir at 30 °C. Find the highest possible thermal efficiency ηmax.

TH = 225 °CTL = 30 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 21 °CTL​ = 10 °CHPQ̇H​ = 19 kWQ̇L​Ẇ = ?

A heat pump delivers 19 kW of heat to a heating system at 21 °C, taking heat from a source at 10 °C. Its actual COP is 35% of the Carnot COP between these temperatures. Find the electrical power Ẇ it uses.

TH = 21 °CTL = 10 °CηII = 35%Q̇H = 19 kW
Ẇ = kW
19.Waves, sound & opticsMedium
L = 1.2 mn = 1

A string fixed at both ends is 1.2 m long; waves travel on it at 100 m/s. Find the frequency f1 of its fundamental (first harmonic).

v = 100 m/sn = 1L = 1.2 m
f1 = Hz
20.Waves, sound & opticsHard
λ = 486 nmθ2​ = ?

Light of wavelength 486 nm falls at right angles on a grating with 800 lines per millimetre. Find the angle θ2 of the order-2 maximum.

N = 800 mm⁻¹λ = 486 nmm = 2
θ2 = °

3Solutions

1.Kinematics

Answer: s = 37.5 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) = 37.5 m

Answer

s = 37.5 m
2.Kinematics

Answer: hmax = 28.05 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.

Rise above the roof

0 = v₀² − 2·g·Δh → Δh = 16²/(2·9.81) = 13.05 m

Height above the ground

hmax = 15 + 13.05 = 28.05 m

Answer

hmax = 28.05 m
3.Newton’s laws

Answer: F = 80.38 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 + 24.11 = 80.38 N

Answer

F = 80.38 N
4.Newton’s laws

Answer: T = 46.58 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 string

m₂·g = 98.1 N
m₁·g·sin θ = 15.1 N
μ·m₁·g·cos θ = 8.297 N

Acceleration of the system

a = (98.1 − 15.1 − 8.297)/14.5 = 5.152 m/s²

Tension from the hanging mass

m2·g − T = m2·a → T = 10·(9.81 − 5.152) = 46.58 N

Answer

T = 46.58 N
5.Projectile motion

Answer: H = 58.33 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 = 36·cos 70° = 12.31 m/s
vy = v0·sin θ = 36·sin 70° = 33.83 m/s

Highest point

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

H = vy²/(2g) = 33.83²/(2·9.81) = 58.33 m

Answer

H = 58.33 m
6.Projectile motion

Answer: t = 4.087 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.

Split the launch velocity

Horizontal velocity stays constant; vertical motion has a constant acceleration g = 9.81 m/s² downward.

vx = v0·cos θ = 30·cos 20° = 28.19 m/s
vy = v0·sin θ = 30·sin 20° = 10.26 m/s

Time in the air

Solve y(t) = h + vy·t − ½gt² = 0 for the positive root.

0 = 40 + 10.26·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (10.26 + √(105.3 + 784.8))/9.81 = 4.087 s

Answer

t = 4.087 s
7.Work & energy

Answer: T = 5.497 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) = 2·9.81·0.8·(1 − cos 20°) = 0.9466 m²/s²

Forces at the bottom

m·g = 0.5·9.81 = 4.905 N
T = mg + mv²/L = 4.905 + 0.5·0.9466/0.8 = 5.497 N

Answer

T = 5.497 N

Check: T = mg(3 − 2cos θ) = 5.497 N.

8.Work & energy

Answer: v = 5.515 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 left after the rough strip

The ramp is smooth, so only the strip removes energy.

mgh − μmgL = 4.905·(2 − 0.3·1.5) = 7.603 J

Speed at the spring

½mv² = mg(h − μL) → v = √(2g(h − μL)) = √(2·9.81·1.55) = 5.515 m/s

Answer

v = 5.515 m/s
9.Momentum & collisions

Answer: v′2 = 17.14 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 = (3 − 0.5)/(3 + 0.5)·10 = 7.143 m/s
v′2 = 2·3/(3 + 0.5)·10 = 17.14 m/s

Answer

v′2 = 17.14 m/s
10.Momentum & collisions

Answer: Favg = 260 N

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·(7 + 19) = 10.4 N·s

Average force

Favg = J/Δt = 10.4/0.04 = 260 N

Answer

Favg = 260 N
11.Hydrostatic force

Answer: F = 55.18 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 + 2.5/2 = 2.25 m
A = H·b = 2.5·1 = 2.5 m²
gated = 1 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2.25·2.5 = 55.18 kN

Answer

F = 55.18 kN
12.Hydrostatic force

Answer: ycp = 4.083 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 = 3 + 2/2 = 4 m
A = H·b = 2·2 = 4 m²
gated = 3 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·4·4 = 157 kN

Centre of pressure

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

Ic = b·H³/12 = 2·2³/12 = 1.333 m⁴
ycp = yc + Ic/(yc·A) = 4 + 1.333/(4·4) = 4.083 m

Answer

ycp = 4.083 m
13.Continuity & Bernoulli

Answer: Q = 39.74 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·(100/200)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 = √(2·12000/(1000·(1 − 0.0625))) = 5.06 m/s
v1 = 1.265 m/s

Flow rate

Q = A2·v2 = 0.007854·5.06 = 0.03974 m³/s = 39.74 L/s

Answer

Q = 39.74 L/s
14.Continuity & Bernoulli

Answer: Q = 79.02 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.

Pressure difference from the manometer

Δp = (13600 − 1000)·9.81·0.06 = 7416 Pa

Throat velocity

Continuity and Bernoulli together give the ideal throat velocity.

β = 150/200 = 0.75
v2 = √(2·7416/(1000·(1 − 0.3164))) = 4.658 m/s

Actual flow rate

Q = Cd·A2·v2 = 0.96·0.01767·4.658 = 0.07902 m³/s = 79.02 L/s

Answer

Q = 79.02 L/s
15.Ideal gas law

Answer: V = 34.98 L

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

Moles

n = 250/32 = 7.813 mol
T = 50 + 273.15 = 323.1 K

Volume

V = nRT/P = 7.813·8.314·323.1/600 = 34.98 L

Answer

V = 34.98 L
16.Ideal gas law

Answer: ρ = 4.373 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 90 + 273.15 = 363.1 K

Density

ρ = 300·44.01/(8.314·363.1) = 4.373 kg/m³

Answer

ρ = 4.373 kg/m³
17.Heat engines & refrigerators

Answer: ηmax = 39.14 %

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 = 225 + 273.15 = 498.1 K
TL = 30 + 273.15 = 303.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 303.1/498.1 = 39.14 %

Answer

ηmax = 39.14 %
18.Heat engines & refrigerators

Answer: Ẇ = 2.03 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 = 10 + 273.15 = 283.1 K

Carnot and actual COP

COPmax = 294.1/(294.1 − 283.1) = 26.74
COP = 0.35·26.74 = 9.359

Power input

Ẇ = Q̇H/COP = 19/9.359 = 2.03 kW

Answer

Ẇ = 2.03 kW
19.Waves, sound & optics

Answer: f1 = 41.67 Hz

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 of this mode

λ = 2L/n = 2·1.2/1 = 2.4 m

Frequency

f = v/λ = 100/2.4 = 41.67 Hz

Answer

f1 = 41.67 Hz
20.Waves, sound & optics

Answer: θ2 = 51.04 °

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 = 1/800 mm = 1.25 × 10⁻⁶ m

Grating equation

sin θ = mλ/d = 2·486 × 10⁻⁹/(1.25 × 10⁻⁶) = 0.7776
θ = 51.04°

Answer

θ2 = 51.04°

ExamProblems · examproblems.com/courses/physics-for-engineers