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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
List what you know: v₀, v, a, t and s, with units.
Pick the equation that contains your three knowns and the unknown.
Choose one positive direction and give opposing quantities a minus sign.
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
Draw a free-body diagram with every force on the body.
Choose a positive direction along the motion.
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).
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
Split the launch velocity into components: vx = v₀·cos θ and vy = v₀·sin θ.
The horizontal motion has constant speed; the vertical motion has acceleration −g.
Find the time of flight from the vertical motion.
Use that time in the horizontal motion to find the range.
Circular motion
Centripetal acceleration
a = v²/r = ω²·r
Centripetal force
F = m·v²/r
Angular speed
ω = v/r = 2π/T
Flat curve, friction
vmax = √(μ·g·r)
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
Choose a positive direction and give each velocity its sign.
Write the total momentum before: Σm·v.
For a perfectly inelastic collision the bodies move together after; for an elastic one kinetic energy is also conserved.
Set momentum before equal to momentum after and solve.
Rigid-body rotation
Moments of inertia about G
rod mL²/12, disc ½mR², ring mR², solid sphere (2/5)mR², hollow sphere (2/3)mR²
Parallel-axis theorem
I = IG + m·d²
Radius of gyration
I = m·k²
Rod about its end
I = mL²/3
Equation of motion
ΣM = I·α
Speed in rad/s
ω = 2π·n/60
Kinetic energy
E = ½·I·ω²
Work and power
W = T·θ, P = T·ω
Rolling without slipping
v = ω·r, E = ½mv²(1 + I/(mr²)), a = g·sin θ/(1 + I/(mr²))
Angular momentum
L = I·ω, I1ω1 = I2ω2
Impact about a pivot
m·v·d = I·ω
Method
Choose the axis: a fixed pivot, or the centre of mass for rolling bodies.
Find the moment of inertia about that axis from the standard results, using I = IG + m·d² for a shifted axis.
Pick the method: ΣM = I·α for accelerations and forces, energy (½·I·ω² + ½·m·v² + m·g·h) for speeds, angular momentum for impacts and sudden changes.
Link linear and angular motion with v = ω·r and a = α·r, and convert rpm to rad/s.
Gears & gear trains
Meshing gears
n1·N1 = n2·N2
Torque
T2 = T1·(N2/N1)·η
Power
P = T·ω, ω = 2π·n/60
Compound train
total ratio = product of the stage ratios
Springs & pendulums
Mass on a spring
T = 2π·√(m/k)
Pendulum
T = 2π·√(L/g)
Angular frequency
ω = √(k/m) = 2π/T
Maximum speed and acceleration
vmax = A·ω, amax = A·ω²
Energy
E = ½·k·A²
Mechanical vibrations
Natural frequency
ωn = √(k/m), fn = ωn/(2π)
From static deflection
ωn = √(g/δst)
Critical damping
cc = 2√(km) = 2mωn
Damping ratio
ζ = c/cc
Damped frequency
ωd = ωn√(1 − ζ²)
Logarithmic decrement
δ = (1/n)·ln(x0/xn), ζ = δ/√(4π² + δ²)
Springs in parallel
k = k1 + k2
Springs in series
1/k = 1/k1 + 1/k2
2Practice problems
1.KinematicsMedium
A car driving at 120 km/h brakes with a constant deceleration of 4 m/s² until it stops. Find the braking distance s.
v₀ = 120 km/ha = −4 m/s²v = 0
s = m
2.KinematicsHard
A ball is thrown straight up at 12 m/s from the edge of a roof 40 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 = 12 m/sh₀ = 40 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
A box slides across a level floor with an initial speed of 2 m/s and comes to rest after 0.51 m. Use g = 9.81 m/s². Find the coefficient of kinetic friction μ.
v₀ = 2 m/sd = 0.51 mg = 9.81 m/s²
μ =
4.Newton’s lawsHard
Two blocks on a level floor are joined by a light horizontal string. A horizontal force of 130 N pulls the front 1 kg block; the 3 kg block is towed behind. The coefficient of kinetic friction is 0.15 for both blocks. Use g = 9.81 m/s². Find the acceleration a of the blocks.
m1 = 3 kgm2 = 1 kgF = 130 Nμ = 0.15g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
A ball is kicked from level ground at 12 m/s and 45° above the horizontal towards a wall 12 m away. Ignore air resistance and use g = 9.81 m/s². At what height y does the ball pass the wall?
v₀ = 12 m/sθ = 45°x = 12 mg = 9.81 m/s²
y = m
6.Projectile motionHard
A ball is thrown from ground level at 28 m/s and 60° above the horizontal. It lands on the flat roof of a building 18 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 = 28 m/sθ = 60°hroof = 18 mg = 9.81 m/s²
x = m
7.Circular motionMedium
A road engineer wants cars to take a curve of radius 340 m at 50 km/h without relying on friction. Use g = 9.81 m/s². Find the banking angle θ.
r = 340 mv = 50 km/hg = 9.81 m/s²
θ = °
8.Circular motionHard
A curve of radius 70 m is banked at 30°, and the coefficient of static friction between tyres and road is 0.3. Use g = 9.81 m/s². Find the highest speed vmax at which a car can take the curve without sliding up and out.
r = 70 mθ = 30°μs = 0.3g = 9.81 m/s²
vmax = m/s
9.Work & energyMedium
A block slides from rest down a slope at 30° to the horizontal. The coefficient of kinetic friction is 0.25. Find its speed v after it has slid 20 m along the slope.
θ = 30°μ = 0.25d = 20 mg = 9.81 m/s²
v = m/s
10.Work & energyHard
A 2 kg block is released from rest at height 2.5 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 2 m long (μ = 0.2) and then runs onto a spring (k = 2000 N/m) on a smooth surface. Find the maximum compression x of the spring.
m = 2 kgh = 2.5 mL = 2 mμ = 0.2k = 2000 N/mg = 9.81 m/s²
x = cm
11.Momentum & collisionsMedium
A 3 kg glider moving at 9 m/s makes a perfectly elastic head-on collision with a 3.5 kg glider at rest on a frictionless track. Find the velocity v′1 of the first glider after the collision (positive in its original direction).
m1 = 3 kgm2 = 3.5 kgv1 = 9 m/sv2 = 0
v′1 = m/s
12.Momentum & collisionsHard
At a crossing a 1800 kg car travelling east at 21 m/s collides with a 1600 kg car travelling north at 20 m/s. The cars lock together. Find the direction θ of the wreck just after the collision, measured north of east.
m1 = 1800 kgv1 = 21 m/s (E)m2 = 1600 kgv2 = 20 m/s (N)
θ = °
13.Rigid-body rotationMedium
A uniform slender rod of mass 15.5 kg and length 3 m is pinned at one end and held horizontal. It is released from rest. Use g = 9.81 m/s². Find the acceleration atip of the free end just after release.
m = 15.5 kgL = 3 mg = 9.81 m/s²
atip = m/s²
14.Rigid-body rotationHard
A solid cylinder rolls without slipping down a slope inclined at 30° to the horizontal. Use g = 9.81 m/s². Find the smallest coefficient of static friction μs that prevents it from slipping.
θ = 30°I = ½·m·r²g = 9.81 m/s²
μs =
15.Gears & gear trainsMedium
A belt runs on a 100 mm driving pulley at 960 rpm. The tension is 400 N on the tight side and 160 N on the slack side. Find the power P transmitted, in kW.
d1 = 100 mmn1 = 960 rpmT1 = 400 NT2 = 160 N
P = kW
16.Gears & gear trainsHard
An open belt connects a 150 mm pulley and a 315 mm pulley whose centres are 500 mm apart. Find the angle of wrap θ on the smaller pulley, in degrees.
d1 = 150 mmd2 = 315 mmC = 500 mm
θ = °
17.Springs & pendulumsMedium
How long must a simple pendulum be to have a period of 0.8 s? Use g = 9.81 m/s². Find L.
T = 0.8 sg = 9.81 m/s²
L = m
18.Springs & pendulumsHard
A 3.9 kg mass on a spring with k = 170 N/m is pulled 17 cm from equilibrium and released. Find its maximum speed vmax.
m = 3.9 kgk = 170 N/mA = 17 cm
vmax = m/s
19.Mechanical vibrationsMedium
A 40 kg mass is supported by a spring with a stiffness of 50 kN/m and a viscous damper with a damping coefficient of 420 N·s/m. Find the damping ratio ζ.
m = 40 kgk = 50 kN/mc = 420 N·s/m
ζ =
20.Mechanical vibrationsHard
A 50 kg mass hangs from two springs side by side (in parallel), with stiffnesses k₁ = 25 kN/m and k₂ = 50 kN/m. The mass stays level. Find the equivalent stiffness keq of the spring system in kN/m.
m = 50 kgk1 = 25 kN/mk2 = 50 kN/m
keq = kN/m
3Solutions
1.Kinematics
Answer: s = 138.9 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
Braking distance
0 = v₀² − 2·a·s → s = v₀²/(2a) = 33.33²/(2·4) = 138.9 m
Answer
s = 138.9 m
2.Kinematics
Answer: t = 4.33 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.
−40 = 12·t − ½·9.81·t²
4.905·t² − 12·t − 40 = 0
Solve the quadratic
Only the positive root is physical.
t = (12 + √(12² + 2·9.81·40))/9.81 = 4.33 s
Answer
t = 4.33 s
3.Newton’s laws
Answer: μ = 0.3998
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
a = v₀²/(2d) = 2²/(2·0.51) = 3.922 m/s²
Friction coefficient
μ·m·g = m·a → μ = a/g = 3.922/9.81 = 0.3998
Answer
μ = 0.3998
4.Newton’s laws
Answer: a = 31.03 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.
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 = 12·cos 45° = 8.485 m/s
t = x/vx = 12/8.485 = 1.414 s
Height at that time
y = 8.485·1.414 − ½·9.81·1.414² = 2.19 m
Answer
y = 2.19 m
The ball is already on its way down at the wall.
6.Projectile motion
Answer: x = 56.48 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 = 14 m/s, vy = 24.25 m/s
Time to land on the roof
Larger root: the ball is descending.
18 = 24.25·t − 4.905·t²
t = (24.25 + √(24.25² − 2·9.81·18))/9.81 = 4.034 s
Horizontal distance
x = vx·t = 14·4.034 = 56.48 m
Answer
x = 56.48 m
7.Circular motion
Answer: θ = 3.31 °
Uniform circular motion: an object moving at speed v on a circle of radius r accelerates towards the centre with a = v²/r, so it needs a net inward force F = m·v²/r. That force is supplied by something real: friction, tension, gravity or a normal force.
Units
v = 50/3.6 = 13.89 m/s
Banking angle
tan θ = v²/(r·g) = 13.89²/(340·9.81) = 0.05783
θ = 3.31°
Answer
θ = 3.31°
8.Circular motion
Answer: vmax = 26.99 m/s
Uniform circular motion: an object moving at speed v on a circle of radius r accelerates towards the centre with a = v²/r, so it needs a net inward force F = m·v²/r. That force is supplied by something real: friction, tension, gravity or a normal force.
Force balances
Friction points down the slope.
N·(sin θ + μ·cos θ) = m·v²/r
N·(cos θ − μ·sin θ) = m·g
Speed
v = √(70·9.81·0.7598/0.716) = 26.99 m/s
Answer
vmax = 26.99 m/s
(97.18 km/h)
9.Work & energy
Answer: v = 10.55 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 balance along the slope
The block drops a height d·sin θ while friction removes μmg·cos θ·d. The mass cancels.
½v² = g·d·(sin θ − μ·cos θ)
v = √(2·9.81·20·(0.5 − 0.25·0.866)) = 10.55 m/s
Answer
v = 10.55 m/s
10.Work & energy
Answer: x = 20.3 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 = 19.62·(2.5 − 0.2·2) = 41.2 J
Maximum compression
½kx² = 41.2 → x = √(2·41.2/2000) = 0.203 m = 20.3 cm
Answer
x = 20.3 cm
11.Momentum & collisions
Answer: v′1 = −0.6923 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 − 3.5)/(3 + 3.5)·9 = −0.6923 m/s
v′2 = 2·3/(3 + 3.5)·9 = 8.308 m/s
Answer
v′1 = −0.6923 m/s
The minus sign means the first glider bounces back.
12.Momentum & collisions
Answer: θ = 40.25 °
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 = 1800·21 = 37800 kg·m/s
py = 1600·20 = 32000 kg·m/s
Direction
tan θ = py/px = 0.8466 → θ = 40.25°
Answer
θ = 40.25°
13.Rigid-body rotation
Answer: atip = 14.71 m/s²
Rotation about a fixed axis: the sum of the moments about the axis equals I·α (ΣM = I·α), just as ΣF = m·a for translation. In energy form, a torque T turning through an angle θ (in radians) does work T·θ, which changes the kinetic energy ½·I·ω²; gravity adds or removes m·g·Δh of the centre of mass. Power is P = T·ω.
Moments about the pin
At the moment of release ω = 0, so there is no centripetal acceleration and the centre accelerates straight down.
atip = 1.5·g for any length: the free end falls faster than a dropped stone.
14.Rigid-body rotation
Answer: μs = 0.1925
Rolling and angular momentum: a body rolling without slipping has v = ω·r, so its kinetic energy is ½·m·v² + ½·I·ω² = ½·m·v²·(1 + I/(m·r²)). Down a slope that gives a = g·sin θ/(1 + I/(m·r²)). When no external moment acts about an axis, the angular momentum about that axis stays constant, I₁·ω₁ = I₂·ω₂, even if kinetic energy is lost.
Equations of motion
m·g·sin θ − f = m·a
f·r = I·α = 0.5·m·r²·(a/r) → f = 0.5·m·a
Acceleration
a = g·sin θ/(1 + c) = 9.81·sin 30°/1.5 = 3.27 m/s²
Friction needed
f = c·m·a ≤ μ·m·g·cos θ → μ ≥ c·tan θ/(1 + c)
μs = 0.5·tan 30°/1.5 = 0.1925
Answer
μs = 0.1925
15.Gears & gear trains
Answer: P = 1.206 kW
Belt drives: without slip, both pulleys have the same rim speed v = π·d·n/60, so n₁·d₁ = n₂·d₂ and the speed ratio is d₂/d₁. Slip s makes the driven pulley a little slower: n₂ = n₁·(d₁/d₂)·(1 − s). The power transmitted is P = (T₁ − T₂)·v, with T₁ the tension on the tight side and T₂ on the slack side. Friction limits the ratio of the tensions: T₁/T₂ = eμθ, where θ is the angle of wrap in radians on the smaller pulley; for an open belt θ = π − 2·asin((d₂ − d₁)/(2C)) with centre distance C.
Belt speed
v = 5.027 m/s
Power
P = (400 − 160)·5.027 = 1206 W = 1.206 kW
Answer
P = 1.206 kW
16.Gears & gear trains
Answer: θ = 161 °
Belt drives: without slip, both pulleys have the same rim speed v = π·d·n/60, so n₁·d₁ = n₂·d₂ and the speed ratio is d₂/d₁. Slip s makes the driven pulley a little slower: n₂ = n₁·(d₁/d₂)·(1 − s). The power transmitted is P = (T₁ − T₂)·v, with T₁ the tension on the tight side and T₂ on the slack side. Friction limits the ratio of the tensions: T₁/T₂ = eμθ, where θ is the angle of wrap in radians on the smaller pulley; for an open belt θ = π − 2·asin((d₂ − d₁)/(2C)) with centre distance C.
Belt angle
asin(0.165) = 9.497°
Angle of wrap
θ = 180 − 2·9.497 = 161°
Answer
θ = 161°
17.Springs & pendulums
Answer: L = 0.159 m
Simple harmonic motion: a mass m on a spring of stiffness k oscillates with angular frequency ω = √(k/m) and period T = 2π/ω = 2π·√(m/k). A simple pendulum of length L has T = 2π·√(L/g). With amplitude A, the largest speed is A·ω, the largest acceleration A·ω² and the energy ½·k·A².
Solve for the length
L = g·(T/2π)² = 9.81·(0.8/2π)² = 0.159 m
Answer
L = 0.159 m
18.Springs & pendulums
Answer: vmax = 1.122 m/s
Simple harmonic motion: a mass m on a spring of stiffness k oscillates with angular frequency ω = √(k/m) and period T = 2π/ω = 2π·√(m/k). A simple pendulum of length L has T = 2π·√(L/g). With amplitude A, the largest speed is A·ω, the largest acceleration A·ω² and the energy ½·k·A².
Angular frequency
ω = √(170/3.9) = 6.602 rad/s
Maximum speed
vmax = A·ω = 0.17·6.602 = 1.122 m/s
Answer
vmax = 1.122 m/s
19.Mechanical vibrations
Answer: ζ = 0.1485
Free vibration of a mass–spring system: the undamped natural frequency is ωn = √(k/m) in rad/s, and fn = ωn/(2π) in Hz. A viscous damper c gives the damping ratio ζ = c/cc, with critical damping cc = 2·√(k·m) = 2·m·ωn. An underdamped system (ζ < 1) oscillates at ωd = ωn·√(1 − ζ²). Springs in parallel add, k = k₁ + k₂; springs in series add as reciprocals, 1/k = 1/k₁ + 1/k₂.
Critical damping
cc = 2·√(k·m) = 2·√(50000·40) = 2828 N·s/m
Damping ratio
ζ = c/cc = 420/2828 = 0.1485
Answer
ζ = 0.1485
ζ < 1, so the system is underdamped and oscillates as it decays.
20.Mechanical vibrations
Answer: keq = 75 kN/m
Free vibration of a mass–spring system: the undamped natural frequency is ωn = √(k/m) in rad/s, and fn = ωn/(2π) in Hz. A viscous damper c gives the damping ratio ζ = c/cc, with critical damping cc = 2·√(k·m) = 2·m·ωn. An underdamped system (ζ < 1) oscillates at ωd = ωn·√(1 − ζ²). Springs in parallel add, k = k₁ + k₂; springs in series add as reciprocals, 1/k = 1/k₁ + 1/k₂.
Equivalent stiffness
Springs side by side share the deflection and add their forces, so their stiffnesses simply add: k = k1 + k2.