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A Level H1 Physics Practice Paper 3
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TuitionGoWhere Practice Paper - Physics H1 A-Level
Answer Key and Marking Scheme (Version 3)
Section A: Kinematics and Dynamics (Questions 1–7)
1. Car acceleration problem
(a) a = (v − u) / t = (25.0 − 0) / 8.0 = 3.125 m s⁻² ≈ 3.13 m s⁻² [M1, A1]
(b) s = ut + ½at² = 0 + ½ × 3.125 × (8.0)² = 100 m [M1, A1] Alternative: s = ½(u + v)t = ½(0 + 25.0) × 8.0 = 100 m
(c) Distance at constant velocity = 25.0 × 12.0 = 300 m [M1] Total distance = 100 + 300 = 400 m [A1]
2. Vertical throw from cliff
(a) v² = u² + 2as → 0 = (18.0)² + 2(−9.81)s → s = (18.0)² / (2 × 9.81) = 16.5 m [M1, A1]
(b) Consider motion from release to sea: s = −45.0 m, u = +18.0 m s⁻¹, a = −9.81 m s⁻² s = ut + ½at² → −45.0 = 18.0t − 4.905t² [M1] 4.905t² − 18.0t − 45.0 = 0 [M1] t = [18.0 ± √(324 + 882.9)] / 9.81 = [18.0 ± √1206.9] / 9.81 = [18.0 ± 34.74] / 9.81 t = 5.38 s (positive root) [A1]
3. Horizontal projection from cliff
(a) Vertical motion: s = ut + ½at² → 60.0 = 0 + ½(9.81)t² → t = √(120.0/9.81) = 3.50 s [M1, A1]
(b) Horizontal: s = ut → 80.0 = u × 3.50 → u = 22.9 m s⁻¹ [A1]
(c) v_y = u_y + at = 0 + 9.81 × 3.50 = 34.3 m s⁻¹ [M1] v = √(22.9² + 34.3²) = √(524.4 + 1176.5) = √1700.9 = 41.2 m s⁻¹ [A1]
4. Block pulled on rough surface
(a) Free-body diagram: [B2]
- Weight mg downward (49.05 N)
- Normal reaction N upward
- Applied force F = 30.0 N at 25° above horizontal
- Friction f opposing motion (to the left if motion is to the right) Deduct 1 mark for each missing or incorrect force.
(b) Vertical equilibrium: N + F sin 25° = mg [M1] N = (5.0 × 9.81) − 30.0 sin 25° = 49.05 − 12.68 = 36.4 N [A1]
(c) Friction: f = μN = 0.35 × 36.37 = 12.7 N [M1] Horizontal net force: F cos 25° − f = ma [M1] 30.0 cos 25° − 12.73 = 5.0a → 27.19 − 12.73 = 5.0a → a = 2.89 m s⁻² [A1]
5. Newton's three laws
- First Law: A body remains at rest or in uniform motion in a straight line unless acted upon by a net external force. [B1]
- Second Law: The rate of change of momentum of a body is directly proportional to the net force acting on it and takes place in the direction of the force. (F = ma for constant mass) [B1]
- Third Law: For every action, there is an equal and opposite reaction. (If body A exerts a force on body B, body B exerts an equal and opposite force on body A.) [B1]
6. Car collision
(a) In a closed system (no external forces), the total linear momentum before collision equals the total linear momentum after collision. [B1]
(b) m₁u₁ + m₂u₂ = (m₁ + m₂)v [M1] (1200 × 20.0) + (800 × 0) = (1200 + 800)v → 24000 = 2000v → v = 12.0 m s⁻¹ [A1]
(c) Initial KE = ½(1200)(20.0)² + 0 = 240,000 J [M1] Final KE = ½(2000)(12.0)² = 144,000 J [M1] KE is not conserved (240,000 ≠ 144,000), therefore the collision is inelastic. [A1]
7. Tennis ball and wall
(a) Taking direction towards wall as positive: Initial momentum = 0.058 × (+25.0) = +1.45 kg m s⁻¹ Final momentum = 0.058 × (−18.0) = −1.044 kg m s⁻¹ [M1] Change in momentum = −1.044 − (+1.45) = −2.49 kg m s⁻¹ Magnitude of change = 2.49 kg m s⁻¹ (away from wall) [A1]
(b) F = Δp / Δt = 2.494 / 0.015 [M1] F = 166 N (away from wall) [A1]
Section B: Forces, Work, Energy and Power (Questions 8–14)
8. Plank equilibrium
(a) Diagram: [B2]
- Weight of plank 200 N downward at centre (2.0 m from A)
- Weight of person 600 N downward at distance x from A
- Reaction R_P upward at P (0.50 m from A)
- Reaction R_Q upward at Q (3.0 m from A, since Q is 1.0 m from B and AB = 4.0 m)
(b) Taking moments about P: [M1] Clockwise moments = Anticlockwise moments 200(2.0 − 0.50) + 600(x − 0.50) = R_Q(3.0 − 0.50) 200(1.5) + 600(x − 0.50) = R_Q(2.5) 300 + 600x − 300 = 2.5R_Q R_Q = 240x [A1]
(c) At point of tipping about P, R_Q = 0 [M1] From vertical equilibrium: R_P = 200 + 600 = 800 N Taking moments about P: 200(1.5) = 600(x − 0.50) 300 = 600x − 300 → 600x = 600 → x = 1.0 m [A1]
9. Crate on incline
(a) Component down incline = mg sin 30° = 50.0 × 9.81 × 0.5 = 245 N [A1]
(b) Normal reaction: N = mg cos 30° = 50.0 × 9.81 × 0.866 = 425 N [M1] Friction: f = μN = 0.25 × 424.8 = 106 N [A1]
(c) Net force up incline = 400 − 245.25 − 106.2 = 48.6 N [M1] a = F/m = 48.55 / 50.0 = 0.971 m s⁻² [A1]
10. Spring and projectile
(a) W = ½kx² = ½ × 250 × (0.080)² [M1] W = 125 × 0.0064 = 0.80 J [A1]
(b) ½mv² = 0.80 → v = √(2 × 0.80 / 0.050) [M1] v = √32 = 5.66 m s⁻¹ [A1]
11. Water pump
(a) Work per minute = mgh = 500 × 9.81 × 12.0 = 58,860 J [M1, A1]
(b) P = W/t = 58,860 / 60 = 981 W [A1]
(c) Electrical power input = Useful power / efficiency = 981 / 0.75 = 1308 W [M1] P = VI → I = P/V = 1308 / 240 = 5.45 A [A1]
12. Cyclist power
(a) At constant speed, driving force = resistive force = 45.0 N [M1] P = Fv = 45.0 × 8.0 = 360 W [A1]
(b) Additional force needed = mg sin 5.0° = 85.0 × 9.81 × sin 5.0° = 85.0 × 9.81 × 0.0872 = 72.7 N [M1] Total force = 45.0 + 72.7 = 117.7 N P = Fv = 117.7 × 8.0 = 942 W [A1]
13. Ball dropped onto soft ground
(a) By conservation of energy: KE = mgh = 0.20 × 9.81 × 15.0 [M1] KE = 29.4 J [A1]
(b) Work done by resistive force = KE lost [M1] F × 0.040 = 29.43 → F = 29.43 / 0.040 = 736 N [A1]
14. Pendulum energy explanation
At the highest points, the bob has maximum gravitational potential energy and zero kinetic energy (momentarily at rest). [B1] As the bob swings down, GPE is converted to KE. At the lowest point, all the initial GPE (relative to that point) has been converted to KE, so speed is maximum. [B1] (Energy is conserved: total mechanical energy = GPE + KE = constant, assuming no air resistance.)
Section C: Integrated Mechanics Problems (Questions 15–20)
15. Block on curved track
(a) Loss in height = 5.0 − 2.0 = 3.0 m [M1] By conservation of energy: ½mv² = mgh → v = √(2gh) = √(2 × 9.81 × 3.0) = √58.86 = 7.67 m s⁻¹ [A1]
(b) Time to fall 2.0 m: s = ½gt² → 2.0 = ½(9.81)t² → t = √(4.0/9.81) = 0.639 s [M1] Horizontal distance = v × t = 7.67 × 0.639 = 4.90 m [A1]
16. Ballistic pendulum
(a) By conservation of energy for swing: ½(m + M)v² = (m + M)gh [M1] v = √(2gh) = √(2 × 9.81 × 0.12) = √2.3544 = 1.53 m s⁻¹ [A1]
(b) By conservation of momentum: m_bullet × u = (m_bullet + M_block) × v [M1] 0.015 × u = (0.015 + 2.0) × 1.534 → u = (2.015 × 1.534) / 0.015 = 206 m s⁻¹ [A1]
17. Conveyor belt
(a) Rate of change of momentum = (mass per second) × (change in velocity) [M1] = 40.0 × (2.5 − 0) = 100 kg m s⁻² = 100 N [A1]
(b) Force required = rate of change of momentum = 100 N [A1]
(c) P = Fv = 100 × 2.5 = 250 W [A1]
18. Connected blocks
(a) Free-body diagrams: [B2] Block A (on table): Weight m_Ag downward, Normal reaction N upward, Tension T to the right. Block B (hanging): Weight m_Bg downward, Tension T upward. (1 mark each block)
(b) For block B: m_Bg − T = m_Ba → 6.0(9.81) − T = 6.0a → 58.86 − T = 6.0a [M1] For block A: T = m_Aa → T = 4.0a Substituting: 58.86 − 4.0a = 6.0a → 58.86 = 10.0a → a = 5.89 m s⁻² [A1]
(c) T = 4.0 × 5.886 = 23.5 N [A1]
19. Rocket thrust
(a) Thrust = (rate of ejection) × (exhaust speed relative to rocket) [M1] Thrust = 50.0 × 2000 = 100,000 N = 1.00 × 10⁵ N [A1]
(b) Net force = Thrust − Weight = 100,000 − (5000 × 9.81) = 100,000 − 49,050 = 50,950 N [M1] a = F/m = 50,950 / 5000 = 10.2 m s⁻² [A1]
20. Conical pendulum
(a) Diagram: [B1]
- Weight mg vertically downward
- Tension T along the string at 30° to vertical (Forces correctly shown and labelled)
(b) Vertical equilibrium: T cos 30° = mg [M1] T = (0.15 × 9.81) / cos 30° = 1.4715 / 0.8660 = 1.70 N [A1]
(c) Horizontal component provides centripetal force: T sin 30° = mv²/r [M1] r = L sin 30° = 0.80 × 0.5 = 0.40 m 1.699 × 0.5 = 0.15 × v² / 0.40 → 0.8495 = 0.375v² → v = √(0.8495/0.375) = 1.51 m s⁻¹ [A1]
END OF ANSWER KEY