Lesson 10: Mechanics — Forces & Kinematics

Cambridge A Level Mathematics 9709 — Mechanics 1 (M1) | Paper 4

Lesson 10 of 12
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📋 Note: Mechanics is a separate component — Paper 4. It does not require advanced Pure Mathematics, but does use basic trigonometry, vectors, and calculus (differentiation and integration from Lesson 3). This lesson covers forces, equilibrium, kinematics (suvat equations and calculus), and Newton's laws of motion. Lesson 11 covers work/energy/power and momentum.

1. Forces and Equilibrium M1

Force: A vector quantity that can cause a body to accelerate, decelerate, or change direction. Measured in Newtons (N). Forces have both magnitude and direction and must be combined as vectors.

Types of Forces

ForceSymbolDescription
WeightW = mgGravitational force pulling body downward. Always acts vertically downward through the centre of mass. g = 9.8 m/s² (use this unless told otherwise).
Normal ReactionR or NPerpendicular contact force from a surface on a body. Always acts perpendicularly away from the surface.
TensionTPulling force in a string, cable, or rod. Acts along the string, away from the object.
FrictionFForce opposing relative motion between surfaces. Acts along the surface, opposing motion (or tendency of motion).
Thrust/CompressionPushing force in a rod. Acts along the rod, toward the object.
Applied ForceP or FExternal force applied to a body by a person, engine, etc.

Resolving Forces

Resolution of Forces:
Any force F at angle θ to the horizontal has components:
Horizontal component: F cos θ    Vertical component: F sin θ
For equilibrium: ΣFₓ = 0 AND ΣFᵧ = 0 (net force in every direction = 0)

📐 Worked Example 1 — Resolving Forces on an Inclined Plane

A block of mass 5 kg rests on a smooth inclined plane at 30° to the horizontal. A force P acts parallel to the plane and up the slope to keep the block in equilibrium. Find P and the normal reaction R.

1
Forces on block: Weight W=5×9.8=49N (down), Normal Reaction R (perpendicular to plane), Force P (up the slope).
2
Resolve along the plane (↑ positive):
P − W sin30° = 0 → P = 49×0.5 = 24.5 N
3
Resolve perpendicular to plane (away from surface positive):
R − W cos30° = 0 → R = 49×(√3/2) = 42.4 N

Friction

Friction Laws

F ≤ μR    (F = friction force, R = normal reaction, μ = coefficient of friction)
F = μR    (when object is on the point of sliding or sliding)
Angle of friction: tan λ = μ where λ is the angle between resultant contact force and normal

📐 Worked Example 2 — Friction on a Horizontal Surface

A block of mass 8 kg rests on a rough horizontal surface. A horizontal force of 30 N is applied. The block is on the point of sliding. Find μ and the friction force. Then find the acceleration if the applied force is increased to 50 N.

1
Vertical equilibrium: R=W=8×9.8=78.4 N
On point of sliding: F=μR=30 N → μ=30/78.4=0.383
2
With P=50N: Friction F=μR=0.383×78.4=30N (kinetic friction)
Net force = 50−30=20N. By F=ma: 20=8×a → a=2.5 m/s²

Equilibrium of a Particle Under Multiple Forces

📐 Worked Example 3 — Three-Force Equilibrium (Lami's Theorem)

Three concurrent forces keep a particle in equilibrium: 20 N at 0°, T N at 120°, and S N at 240°. Find T and S.

1
Resolve horizontally (→ positive):
20 + T cos120° + S cos240° = 0
20 − T/2 − S/2 = 0 → T + S = 40 ...(1)
2
Resolve vertically (↑ positive):
T sin120° + S sin240° = 0
T(√3/2) − S(√3/2) = 0 → T = S ...(2)
3
From (1) and (2): 2T=40 → T=S=20N

2. Moments and Equilibrium of a Rigid Body M1

Moment of a force about a point = Force × perpendicular distance from the point to the line of action of the force. Measured in Newton-metres (Nm). Anticlockwise moments are positive by convention.

Moment and Equilibrium Conditions

Moment = F × d    (F = force, d = perpendicular distance)
For equilibrium of a rigid body:
ΣF = 0 (net force = 0) AND ΣM = 0 (net moment about any point = 0)

📐 Worked Example 4 — Beam on Supports

A uniform beam AB of mass 20 kg and length 6 m rests on supports at A and at C, where AC=4m. A load of 30 kg is placed at B. Find the reactions at A and C.

1
Forces: Rₐ (up at A), Rc (up at C), Weight of beam=196N at midpoint (3m from A), Weight of load=294N at B (6m from A).
2
Take moments about A (eliminates Rₐ):
Rc×4 = 196×3 + 294×6
4Rc = 588+1764 = 2352 → Rc = 588 N
3
Vertical equilibrium:
Rₐ + Rc = 196+294 = 490
Rₐ = 490−588 = −98 N
Negative value means the support at A must push downward (the beam would tip without constraint at A).

3. Kinematics — Motion in a Straight Line M1

Kinematics is the study of motion without reference to its causes (forces). The key quantities are displacement s, velocity v, acceleration a, and time t.

SUVAT Equations — Constant Acceleration Only

v = u + at
s = ut + ½at²
s = vt − ½at²
v² = u² + 2as
s = ½(u+v)t

u=initial velocity, v=final velocity, a=acceleration, s=displacement, t=time.
IMPORTANT: These equations only apply when acceleration is CONSTANT. For variable acceleration, use calculus.

📐 Worked Example 5 — Vertical Projection

A ball is thrown vertically upward with speed 15 m/s from ground level. Taking g = 9.8 m/s², find: (a) the maximum height (b) the time to reach maximum height (c) the time to return to ground (d) the velocity when it reaches a height of 8 m (on the way up and down).

1
Take upward as positive. u=+15, a=−9.8.
(a) At max height v=0: v²=u²+2as → 0=225−19.6s → s=225/19.6=11.5 m
2
(b) v=u+at: 0=15−9.8t → t=15/9.8=1.53 s
3
(c) s=0 (returns to ground): 0=15t−4.9t²=t(15−4.9t)
t=0 (launch) or t=15/4.9=3.06 s
4
(d) s=8: v²=225−2×9.8×8=225−156.8=68.2
v=±√68.2=±8.26 m/s
Going up: v=+8.26 m/s. Coming down: v=−8.26 m/s

Kinematics Using Calculus (Variable Acceleration)

Variable Acceleration — Calculus Relationships:
v = ds/dt    a = dv/dt = d²s/dt²
s = ∫v dt + c    v = ∫a dt + c
v·(dv/ds) = a    (useful when a is a function of displacement s)

📐 Worked Example 6 — Variable Acceleration

A particle moves with velocity v = 3t² − 12t + 5 m/s (t ≥ 0). Find: (a) the acceleration at t=2 (b) when the particle is at rest (c) the displacement from t=0 to t=4 (d) the total distance in 0≤t≤4.

1
(a) a = dv/dt = 6t−12. At t=2: a=12−12=0 m/s²
2
(b) v=0: 3t²−12t+5=0 → t=(12±√(144−60))/6=(12±√84)/6
t=(12±9.165)/6 → t=0.472 s or t=3.528 s
3
(c) s=∫₀⁴(3t²−12t+5)dt=[t³−6t²+5t]₀⁴=(64−96+20)=−12 m (displacement)
4
(d) v changes sign at t=0.472 and t=3.528. Calculate distance in each section:
s(0→0.472): [t³−6t²+5t]₀^0.472=(0.105−1.336+2.360)=1.129 m
s(0.472→3.528): displacement = s(3.528)−s(0.472). s(3.528)=43.9−74.7+17.6=−13.2. s(3.528)−s(0.472)=−13.2−1.129=−14.33 (negative → moved 14.33m back)
s(3.528→4): s(4)−s(3.528)=−12−(−13.2)=1.2m
Total distance = 1.129+14.33+1.2 ≈ 16.7 m

Velocity-Time Graphs

v-t graph:
• Gradient = acceleration  |  Area under graph = displacement (signed) or distance (unsigned)
• Horizontal line: constant velocity  |  Straight line: constant acceleration
• Area above x-axis = positive displacement  |  Area below = negative displacement (moving backward)
• Total distance = sum of absolute areas

4. Newton's Laws of Motion M1

Newton's Three Laws

1st Law: A body remains at rest or moves with constant velocity unless acted on by a resultant force.
2nd Law: F = ma    (resultant force = mass × acceleration)
3rd Law: Every action has an equal and opposite reaction (Newton pairs — act on different bodies).

📐 Worked Example 7 — Connected Particles (Atwood's Machine)

Two particles of mass 3 kg and 5 kg are connected by a light inextensible string over a smooth fixed pulley. Find the acceleration of the system and the tension in the string.

1
Take downward direction for heavier particle as positive. Let acceleration = a and tension = T.
2
For 5 kg (moving down): 5g − T = 5a → 49−T=5a ...(1)
For 3 kg (moving up): T − 3g = 3a → T−29.4=3a ...(2)
3
Add (1)+(2): 49−29.4=8a → 19.6=8a → a=2.45 m/s²
From (2): T=29.4+3(2.45)=29.4+7.35=T=36.75 N

📐 Worked Example 8 — Connected Particles on an Incline

A 4 kg block on a rough incline at 25° (μ=0.2) is connected by a string over a smooth pulley to a 3 kg hanging mass. Find the acceleration and tension.

1
For block on incline:
R = 4g cos25° = 4×9.8×0.906 = 35.5 N
Friction (opposing motion up the slope): F=μR=0.2×35.5=7.10 N
Assume hanging mass falls (and block moves up incline).
2
Block (up the incline positive):
T − 4g sin25° − F = 4a
T − 16.58 − 7.10 = 4a → T−23.68=4a ...(1)
3
Hanging mass (down positive):
3g − T = 3a → 29.4−T=3a ...(2)
Add: 29.4−23.68=7a → 5.72=7a → a=0.817 m/s²
T=29.4−3(0.817)=29.4−2.45=T=26.9 N

Newton's Second Law with Vectors

📐 Worked Example 9 — Force as a Vector

A particle of mass 3 kg has position vector r=(2t²+t)î+(t³−4t)ĵ m at time t seconds. Find the force acting on it at t=2.

1
v=dr/dt=(4t+1)î+(3t²−4)ĵ
a=dv/dt=4î+6tĵ
2
At t=2: a=4î+12ĵ
F=ma=3(4î+12ĵ)=12î+36ĵ N
|F|=√(144+1296)=√1440=12√10≈37.9 N

5. Projectile Motion M1

Projectile: A body moving freely under gravity alone (no air resistance) after being given an initial velocity. The horizontal and vertical components of motion are independent.

Projectile Motion Equations

Horizontal: x = u cosα · t    (constant velocity, no horizontal force)
Vertical: y = u sinα · t − ½g t²    (constant downward acceleration g)
Vertical velocity: vᵧ = u sinα − gt
Range on horizontal ground: R = u² sin2α / g
Maximum height: H = u² sin²α / (2g)
Time of flight: T = 2u sinα / g
Maximum range: when α = 45°, R_max = u²/g

📐 Worked Example 10 — Projectile

A ball is projected from ground level with speed 20 m/s at 60° to the horizontal. Find: (a) time of flight (b) range (c) maximum height (d) speed and direction at t=1 s.

1
u=20, α=60°. uₓ=20cos60°=10 m/s, uᵧ=20sin60°=10√3 m/s.
2
(a) T=2×10√3/9.8=20√3/9.8=3.53 s
3
(b) R=uₓ×T=10×3.53=35.3 m
Or: R=400×sin120°/9.8=400×(√3/2)/9.8=200√3/9.8=35.3 m ✓
4
(c) H=(10√3)²/(2×9.8)=300/19.6=15.3 m
5
(d) At t=1: vₓ=10, vᵧ=10√3−9.8=17.32−9.8=7.52
Speed=√(100+56.5)=√156.5=12.5 m/s
Direction: θ=arctan(7.52/10)=arctan(0.752)=36.9° above horizontal

📐 Worked Example 11 — Projectile from a Height

A particle is projected horizontally at 12 m/s from a cliff 45 m high. Find the time to reach the sea and the horizontal distance traveled.

1
Vertical: y=45 (downward). uᵧ=0, a=9.8.
45=½×9.8×t² → t²=45/4.9=9.184 → t=3.03 s
2
Horizontal: x=12×3.03=36.4 m

6. Driving Force, Resistance, and Inclinations M1

For a vehicle of mass m moving along a road:
Net force = Driving force − Resistance force − Component of weight along slope
Net force = ma (Newton's Second Law)

📐 Worked Example 12 — Vehicle on an Incline

A car of mass 1200 kg moves up a slope inclined at sin⁻¹(1/20) to the horizontal. The driving force is 2400 N and resistance is 800 N. Find the acceleration.

1
Component of weight along slope (opposing motion up) = mg sinθ = 1200×9.8×(1/20) = 588 N
2
Net force = 2400−800−588 = 1012 N
a = F/m = 1012/1200 = 0.843 m/s²

📝 Exam Practice Questions

Q1 [4 marks] — A block of mass 6 kg rests on a rough inclined plane at 35° to the horizontal. A force of P N acts up the slope. The coefficient of friction is 0.3. Find the range of values of P for which the block remains in equilibrium.

R=6g cos35°=6×9.8×0.819=48.2N. Friction limit: F_max=μR=0.3×48.2=14.5N
Weight component along slope: W sinθ=6×9.8×0.574=33.7N

Minimum P (friction acts up slope, preventing slide down):
P+F_max=W sinθ → P=33.7−14.5=19.2N

Maximum P (friction acts down slope, preventing slide up):
P=W sinθ+F_max=33.7+14.5=48.2N
Range: 19.2 ≤ P ≤ 48.2 N

Q2 [4 marks] — A uniform plank AB of mass 15 kg and length 8 m is supported at A and at D, where AD=6m. A person of mass 60 kg stands at B. Find the reactions at A and D, and determine whether the plank is about to tip.

Forces: Rₐ at A, Rᴅ at D, 147N at midpoint (4m from A), 588N at B (8m from A).
Moments about A: Rᴅ×6=147×4+588×8=588+4704=5292 → Rᴅ=882N
Vertical equil: Rₐ+882=147+588=735 → Rₐ=−147N
Rₐ is negative → support at A would need to push down.
The plank would tip about D unless the support at A exerts a downward force of 147N (e.g. is bolted).
Exam Tip: A negative reaction force means the support must exert a downward force (or the object tips). Always comment on the physical meaning of a negative answer in moments questions.

Q3 [4 marks] — A stone is thrown vertically upward with speed 14 m/s from the top of a tower 20 m high. Find: (a) the maximum height above the ground (b) the time to reach the ground.

Take upward positive, origin at top of tower. u=14, a=−9.8.
(a) v²=196−19.6s=0 → s=10m above tower → max height=30m above ground
(b) s=−20 (ground is 20m below): −20=14t−4.9t²
4.9t²−14t−20=0 → t=(14+√(196+392))/9.8=(14+√588)/9.8=(14+24.25)/9.8=3.90 s

Q4 [5 marks] — Two particles A (4 kg) and B (6 kg) are connected by a light inextensible string passing over a smooth fixed pulley at the edge of a smooth horizontal table. A rests on the table; B hangs vertically. Find the acceleration of the system and the tension. Find the speed of B when it has fallen 2 m from rest.

A on table (horizontal): T=4a ...(1) (no friction, no weight component)
B hanging (down positive): 6g−T=6a → 58.8−T=6a ...(2)
Add: 58.8=10a → a=5.88 m/s²
T=4×5.88=T=23.5N
v²=u²+2as=0+2×5.88×2=23.52 → v=4.85 m/s

Q5 [4 marks] — A ball is projected from a point O at ground level with speed 25 m/s at angle α to the horizontal. It just clears a wall of height 10 m at a horizontal distance of 30 m. Find α and the range on the ground.

At x=30: t=30/(25cosα). Substitute into y=10:
10=25sinα·(30/25cosα)−½×9.8×(30/25cosα)²
10=30tanα−4.9×900/(625cos²α)
10=30tanα−7.056sec²α=30tanα−7.056(1+tan²α)
7.056tan²α−30tanα+17.056=0
tanα=(30±√(900−4×7.056×17.056))/(2×7.056)=(30±√(900−481.4))/14.112
=(30±√418.6)/14.112=(30±20.46)/14.112
tanα=3.575 → α=74.4° or tanα=0.677 → α=34.1°
Range for α=34.1°: R=625sin(68.2°)/9.8=625×0.929/9.8=59.3m

Q6 [4 marks] — A particle has velocity v=(6t−t²) m/s for 0≤t≤6. Find: (a) maximum velocity (b) total distance in 0≤t≤6 (c) displacement at t=6.

(a) dv/dt=6−2t=0 → t=3. v_max=18−9=9 m/s
(c) s=∫₀⁶(6t−t²)dt=[3t²−t³/3]₀⁶=108−72=36m
(b) v≥0 for 0≤t≤6 (v=t(6−t)≥0). So distance=displacement=36m
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