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AS & A Level Physics (9702)

Deformation of solids Banker

115 questions · about 4% of the marks we indexed · examined in 9 of 9 sessions.

Questions by year

2026

  • 2026 May/June · Paper 11 · Q201 markStress, strain & Young modulus
  • 2026 May/June · Paper 11 · Q211 markHooke's law, elastic/plastic behaviour & strain energy
  • 2026 May/June · Paper 11 · Q221 markHooke's law, elastic/plastic behaviour & strain energy
  • 2026 May/June · Paper 12 · Q191 markHooke's law, elastic/plastic behaviour & strain energy
  • 2026 May/June · Paper 12 · Q201 markHooke's law, elastic/plastic behaviour & strain energy
  • 2026 May/June · Paper 12 · Q211 markHooke's law, elastic/plastic behaviour & strain energy
  • 2026 May/June · Paper 13 · Q201 markHooke's law, elastic/plastic behaviour & strain energy
  • 2026 May/June · Paper 13 · Q211 markHooke's law, elastic/plastic behaviour & strain energy
  • 2026 May/June · Paper 13 · Q221 markHooke's law, elastic/plastic behaviour & strain energy
  • 2026 May/June · Paper 14 · Q191 markHooke's law, elastic/plastic behaviour & strain energy
  • 2026 May/June · Paper 14 · Q201 markHooke's law, elastic/plastic behaviour & strain energy
  • 2026 May/June · Paper 14 · Q211 markHooke's law, elastic/plastic behaviour & strain energy
  • 2026 May/June · Paper 14 · Q221 markStress, strain & Young modulus
  • 2026 May/June · Paper 21 · Q2 (a, b(i), b(ii), b(iii), b(iv), c)10 marksHooke's law, elastic/plastic behaviour & strain energy
  • 2026 May/June · Paper 22 · Q2 (c(i), c(ii))2 marksHooke's law, elastic/plastic behaviour & strain energy
  • 2026 May/June · Paper 23 · Q2 (a, b(i), b(ii), b(iii), c(i), c(ii), d)12 marksHooke's law, elastic/plastic behaviour & strain energy · Stress, strain & Young modulus
  • 2026 May/June · Paper 24 · Q2 (a, b(i), b(ii), c(i), c(ii))8 marksHooke's law, elastic/plastic behaviour & strain energy

2025

  • 2025 Oct/Nov · Paper 11 · Q201 markHooke's law, elastic/plastic behaviour & strain energy
  • 2025 Oct/Nov · Paper 11 · Q211 markStress, strain & Young modulus
  • 2025 Oct/Nov · Paper 11 · Q231 markHooke's law, elastic/plastic behaviour & strain energy
  • 2025 Oct/Nov · Paper 12 · Q211 markHooke's law, elastic/plastic behaviour & strain energy
  • 2025 Oct/Nov · Paper 12 · Q221 markStress, strain & Young modulus
  • 2025 Oct/Nov · Paper 12 · Q231 markHooke's law, elastic/plastic behaviour & strain energy
  • 2025 Oct/Nov · Paper 13 · Q201 markHooke's law, elastic/plastic behaviour & strain energy
  • 2025 Oct/Nov · Paper 13 · Q211 markStress, strain & Young modulus
  • 2025 Oct/Nov · Paper 13 · Q231 markHooke's law, elastic/plastic behaviour & strain energy
  • 2025 Oct/Nov · Paper 14 · Q201 markStress, strain & Young modulus
  • 2025 Oct/Nov · Paper 14 · Q211 markHooke's law, elastic/plastic behaviour & strain energy
  • 2025 Oct/Nov · Paper 14 · Q221 markHooke's law, elastic/plastic behaviour & strain energy
  • 2025 Oct/Nov · Paper 14 · Q231 markHooke's law, elastic/plastic behaviour & strain energy
  • 2025 Oct/Nov · Paper 21 · Q3 (a, b(ii), c(ii), d(ii))6 marksHooke's law, elastic/plastic behaviour & strain energy · Stress, strain & Young modulus
  • 2025 Oct/Nov · Paper 22 · Q3 (b(ii), c(i), c(ii))6 marksHooke's law, elastic/plastic behaviour & strain energy
  • 2025 Oct/Nov · Paper 23 · Q3 (a, b(ii), c(ii), d(ii))6 marksHooke's law, elastic/plastic behaviour & strain energy · Stress, strain & Young modulus
  • 2025 Oct/Nov · Paper 24 · Q3 (a, b(i), b(ii), c(ii))6 marksHooke's law, elastic/plastic behaviour & strain energy
  • 2025 May/June · Paper 11 · Q211 markHooke's law, elastic/plastic behaviour & strain energy
  • 2025 May/June · Paper 11 · Q221 markHooke's law, elastic/plastic behaviour & strain energy
  • 2025 May/June · Paper 11 · Q231 markStress, strain & Young modulus
  • 2025 May/June · Paper 12 · Q211 markStress, strain & Young modulus
  • 2025 May/June · Paper 12 · Q221 markHooke's law, elastic/plastic behaviour & strain energy
  • 2025 May/June · Paper 12 · Q231 markHooke's law, elastic/plastic behaviour & strain energy
  • 2025 May/June · Paper 13 · Q201 markStress, strain & Young modulus
  • 2025 May/June · Paper 13 · Q211 markHooke's law, elastic/plastic behaviour & strain energy
  • 2025 May/June · Paper 13 · Q221 markStress, strain & Young modulus
  • 2025 May/June · Paper 13 · Q231 markHooke's law, elastic/plastic behaviour & strain energy
  • 2025 May/June · Paper 14 · Q171 markStress, strain & Young modulus
  • 2025 May/June · Paper 14 · Q181 markHooke's law, elastic/plastic behaviour & strain energy
  • 2025 May/June · Paper 21 · Q2 (c(i), c(ii))5 marksHooke's law, elastic/plastic behaviour & strain energy
  • 2025 May/June · Paper 22 · Q5 (a, b(i), b(ii))7 marksHooke's law, elastic/plastic behaviour & strain energy · Stress, strain & Young modulus
  • 2025 May/June · Paper 24 · Q3 (a, c, d)5 marksHooke's law, elastic/plastic behaviour & strain energy

2024

  • 2024 Oct/Nov · Paper 11 · Q191 markHooke's law, elastic/plastic behaviour & strain energy
  • 2024 Oct/Nov · Paper 11 · Q201 markStress, strain & Young modulus
  • 2024 Oct/Nov · Paper 11 · Q211 markHooke's law, elastic/plastic behaviour & strain energy
  • 2024 Oct/Nov · Paper 11 · Q221 markHooke's law, elastic/plastic behaviour & strain energy
  • 2024 Oct/Nov · Paper 11 · Q231 markStress, strain & Young modulus
  • 2024 Oct/Nov · Paper 12 · Q191 markStress, strain & Young modulus
  • 2024 Oct/Nov · Paper 12 · Q201 markStress, strain & Young modulus
  • 2024 Oct/Nov · Paper 12 · Q211 markStress, strain & Young modulus
  • 2024 Oct/Nov · Paper 12 · Q221 markHooke's law, elastic/plastic behaviour & strain energy
  • 2024 Oct/Nov · Paper 13 · Q211 markHooke's law, elastic/plastic behaviour & strain energy
  • 2024 Oct/Nov · Paper 13 · Q221 markStress, strain & Young modulus
  • 2024 Oct/Nov · Paper 13 · Q231 markHooke's law, elastic/plastic behaviour & strain energy
  • 2024 Oct/Nov · Paper 21 · Q4 (a, b(i), b(ii), b(iii), c)7 marksHooke's law, elastic/plastic behaviour & strain energy · Stress, strain & Young modulus
  • 2024 Oct/Nov · Paper 22 · Q3 (a(i), a(ii), c(ii), c(iii))7 marksHooke's law, elastic/plastic behaviour & strain energy · Stress, strain & Young modulus
  • 2024 Oct/Nov · Paper 23 · Q4 (a(i), a(ii), b(i), b(ii))7 marksStress, strain & Young modulus
  • 2024 May/June · Paper 11 · Q211 markOfficial paper ↗Hooke's law, elastic/plastic behaviour & strain energy
  • 2024 May/June · Paper 11 · Q221 markOfficial paper ↗Stress, strain & Young modulus
  • 2024 May/June · Paper 11 · Q231 markOfficial paper ↗Hooke's law, elastic/plastic behaviour & strain energy
  • 2024 May/June · Paper 12 · Q181 markHooke's law, elastic/plastic behaviour & strain energy
  • 2024 May/June · Paper 12 · Q191 markStress, strain & Young modulus
  • 2024 May/June · Paper 12 · Q201 markHooke's law, elastic/plastic behaviour & strain energy
  • 2024 May/June · Paper 13 · Q191 markStress, strain & Young modulus
  • 2024 May/June · Paper 13 · Q201 markHooke's law, elastic/plastic behaviour & strain energy
  • 2024 May/June · Paper 13 · Q211 markHooke's law, elastic/plastic behaviour & strain energy
  • 2024 May/June · Paper 21 · Q4 (a, b(i), b(ii), c)8 marksOfficial paper ↗Stress, strain & Young modulus
  • 2024 May/June · Paper 22 · Q3 (d)3 marksStress, strain & Young modulus
  • 2024 May/June · Paper 22 · Q4 (a)2 marksHooke's law, elastic/plastic behaviour & strain energy
  • 2024 May/June · Paper 23 · Q3 (a, b(i), b(ii), c(i), c(ii), d, e)12 marksHooke's law, elastic/plastic behaviour & strain energy · Stress, strain & Young modulus

2023

  • 2023 Oct/Nov · Paper 11 · Q181 markStress, strain & Young modulus
  • 2023 Oct/Nov · Paper 11 · Q191 markHooke's law, elastic/plastic behaviour & strain energy
  • 2023 Oct/Nov · Paper 12 · Q181 markHooke's law, elastic/plastic behaviour & strain energy
  • 2023 Oct/Nov · Paper 12 · Q191 markHooke's law, elastic/plastic behaviour & strain energy
  • 2023 Oct/Nov · Paper 13 · Q181 markStress, strain & Young modulus
  • 2023 Oct/Nov · Paper 13 · Q191 markHooke's law, elastic/plastic behaviour & strain energy
  • 2023 Oct/Nov · Paper 21 · Q2 (c(i), c(ii), c(iii))5 marksHooke's law, elastic/plastic behaviour & strain energy · Stress, strain & Young modulus
  • 2023 Oct/Nov · Paper 22 · Q3 (a, d)4 marksHooke's law, elastic/plastic behaviour & strain energy
  • 2023 Oct/Nov · Paper 23 · Q4 (a(i), a(ii), b(i), b(ii), b(iii))9 marksHooke's law, elastic/plastic behaviour & strain energy · Stress, strain & Young modulus
  • 2023 May/June · Paper 11 · Q181 markHooke's law, elastic/plastic behaviour & strain energy
  • 2023 May/June · Paper 11 · Q191 markHooke's law, elastic/plastic behaviour & strain energy
  • 2023 May/June · Paper 12 · Q181 markHooke's law, elastic/plastic behaviour & strain energy
  • 2023 May/June · Paper 12 · Q191 markHooke's law, elastic/plastic behaviour & strain energy
  • 2023 May/June · Paper 13 · Q181 markStress, strain & Young modulus
  • 2023 May/June · Paper 13 · Q191 markHooke's law, elastic/plastic behaviour & strain energy
  • 2023 May/June · Paper 21 · Q2 (b)2 marksHooke's law, elastic/plastic behaviour & strain energy
  • 2023 May/June · Paper 22 · Q4 (a, b, c)5 marksHooke's law, elastic/plastic behaviour & strain energy
  • 2023 May/June · Paper 23 · Q6 (a, b(i), b(ii))5 marksStress, strain & Young modulus
  • 2023 May/June · Paper 41 · Q2 (b(iii))2 marksHooke's law, elastic/plastic behaviour & strain energy
  • 2023 May/June · Paper 43 · Q2 (b(iii))2 marksHooke's law, elastic/plastic behaviour & strain energy

2022

  • 2022 Oct/Nov · Paper 11 · Q191 markHooke's law, elastic/plastic behaviour & strain energy
  • 2022 Oct/Nov · Paper 11 · Q201 markHooke's law, elastic/plastic behaviour & strain energy
  • 2022 Oct/Nov · Paper 12 · Q201 markStress, strain & Young modulus
  • 2022 Oct/Nov · Paper 12 · Q211 markHooke's law, elastic/plastic behaviour & strain energy
  • 2022 Oct/Nov · Paper 13 · Q191 markStress, strain & Young modulus
  • 2022 Oct/Nov · Paper 13 · Q201 markHooke's law, elastic/plastic behaviour & strain energy
  • 2022 Oct/Nov · Paper 21 · Q2 (b(iii), b(iv))4 marksHooke's law, elastic/plastic behaviour & strain energy
  • 2022 Oct/Nov · Paper 22 · Q3 (b(v))2 marksStress, strain & Young modulus
  • 2022 Oct/Nov · Paper 22 · Q4 (b, d)3 marksHooke's law, elastic/plastic behaviour & strain energy
  • 2022 Oct/Nov · Paper 23 · Q3 (c(i), c(iv))4 marksHooke's law, elastic/plastic behaviour & strain energy
  • 2022 May/June · Paper 11 · Q191 markStress, strain & Young modulus
  • 2022 May/June · Paper 11 · Q201 markHooke's law, elastic/plastic behaviour & strain energy
  • 2022 May/June · Paper 12 · Q191 markStress, strain & Young modulus
  • 2022 May/June · Paper 12 · Q201 markHooke's law, elastic/plastic behaviour & strain energy
  • 2022 May/June · Paper 13 · Q201 markStress, strain & Young modulus
  • 2022 May/June · Paper 13 · Q211 markHooke's law, elastic/plastic behaviour & strain energy
  • 2022 May/June · Paper 21 · Q4 (a, b)5 marksHooke's law, elastic/plastic behaviour & strain energy
  • 2022 May/June · Paper 22 · Q2 (d(i), d(ii))3 marksHooke's law, elastic/plastic behaviour & strain energy

References only, not question text. Open Official paper ↗ where Cambridge publishes the paper, or see the official Cambridge past-papers page; for other papers, ask your school. “Paper 42” means Paper 4, variant 2.

Practice questions

Original questions written by HomiLabs in the style of the exam, with answers and mark schemes. They are not Cambridge past paper questions and have not been reviewed by Cambridge. Try each one before opening the answer.

Q1Hooke's law, elastic/plastic behaviour & strain energy · Core · Paper 1 style · 1 mark
  1. (a) [1]
Show answer
  1. (a) C 150 N m⁻¹
    k = F/x = 4.8 ÷ 0.032 m = 150 N m⁻¹. A (1.5 N m⁻¹) comes from dividing by 3.2 cm without converting to metres; D is x/F inverted.
Q2Hooke's law, elastic/plastic behaviour & strain energy · Core · Paper 1 style · 1 mark
  1. (a) [1]
Show answer
  1. (a) A 0.45 J
    E = ½kx² = ½ × 250 × 0.060² = 0.45 J. B (0.90 J) omits the ½; C (15) is kx, which is the force in N, not an energy; D uses x in cm (½ × 250 × 6.0²).
Q3Hooke's law, elastic/plastic behaviour & strain energy · Core · Paper 2 style · 6 marks

A spring hangs vertically from a clamp in a school laboratory in Faisalabad. Its unstretched length is 12.0 cm. When a load of 3.0 N hangs from it, its length is 15.6 cm.

  1. (a) Calculate the extension of the spring when the load is 3.0 N. [1]
  2. (b) Calculate the spring constant of the spring in N m⁻¹. [2]
  3. (c) State Hooke's law. [1]
  4. (d) Predict the length of the spring when the load is 4.5 N. State the assumption you make. [2]
Show answer
  1. (a) 3.6 cm
    15.6 − 12.0 = 3.6 cm (B1).
  2. (b) 83.3 N m⁻¹
    k = F/x = 3.0 ÷ 0.036 (M1) = 83.3 N m⁻¹ (A1).
  3. (c) The extension of a spring is proportional to the force applied, provided the limit of proportionality is not exceeded.
    B1: extension ∝ force/load, with the condition (limit of proportionality not exceeded).
  4. (d) 17.4 cm; assumes the limit of proportionality is not exceeded
    x = 4.5 ÷ 83.3 = 0.054 m = 5.4 cm, length = 12.0 + 5.4 = 17.4 cm (A1); assumption: Hooke's law still obeyed / limit of proportionality not passed (B1).
Q4Hooke's law, elastic/plastic behaviour & strain energy · Core · Paper 2 style · 4 marks
  1. (a) State what is meant by the elastic limit of a material. [1]
  2. (b) Distinguish between elastic deformation and plastic deformation. [2]
  3. (c) A metal wire is loaded until it has passed its limit of proportionality but not its elastic limit. Describe what happens to the wire when the load is removed. [1]
Show answer
  1. (a) The maximum force (or stress) beyond which the material will not return to its original length/shape when the force is removed.
    B1: largest load for which the deformation is still fully recovered on removing the load.
  2. (b) Elastic: the material returns to its original shape when the load is removed. Plastic: the deformation is permanent; the material does not return to its original shape.
    B1 elastic – fully recovers; B1 plastic – permanent deformation remains.
  3. (c) It returns to its original length (no permanent extension).
    B1: still elastic, so extension returns to zero (even though extension was no longer proportional to load).
Q5Hooke's law, elastic/plastic behaviour & strain energy · Core · Paper 2 style · 5 marks

A boy uses a catapult (gulel) to fire a small stone of mass 25 g. The rubber band behaves like a spring of spring constant 420 N m⁻¹ and is stretched by 0.15 m. Assume it obeys Hooke's law.

  1. (a) Calculate the elastic potential energy stored in the band. [2]
  2. (b) The band is released and all of this energy becomes kinetic energy of the stone. Calculate the speed of the stone as it leaves the catapult. [2]
  3. (c) Suggest one reason why the actual speed is less than this value. [1]
Show answer
  1. (a) 4.73 J (accept 4.7 J)
    E = ½kx² (M1) = ½ × 420 × 0.15² = 4.725 J ≈ 4.73 J (A1).
  2. (b) 19.4 m s⁻¹
    ½mv² = 4.725 (M1); v = √(2 × 4.725 ÷ 0.025) = 19.4 m s⁻¹ (A1).
  3. (c) Some energy is dissipated as thermal energy in the band / the band itself gains kinetic energy / air resistance.
    B1 for any one sensible reason.
Q6Hooke's law, elastic/plastic behaviour & strain energy · Core · Paper 2 style · 5 marks

A kitchen scale contains a spring of spring constant 2.4 × 10³ N m⁻¹ that is squashed when a 1.5 kg bag of flour is placed on the pan. The spring obeys Hooke's law. (g = 9.81 m s⁻²)

  1. (a) Calculate the compression of the spring. [2]
  2. (b) Calculate the elastic potential energy stored in the spring. [2]
  3. (c) State the type of deformation of the spring (tensile or compressive). [1]
Show answer
  1. (a) 6.13 mm
    F = 1.5 × 9.81 = 14.7 N (C1); x = 14.7 ÷ 2400 = 6.13 × 10⁻³ m = 6.13 mm (A1).
  2. (b) 0.0451 J
    E = ½Fx = ½ × 14.7 × 6.13 × 10⁻³ (M1) = 0.0451 J (A1).
  3. (c) Compressive
    B1.
Q7Hooke's law, elastic/plastic behaviour & strain energy · Core · Paper 2 style · 4 marks

A spring stores 0.20 J of elastic potential energy when its extension is 2.0 cm. It obeys Hooke's law over the whole range used.

  1. (a) Calculate the spring constant. [2]
  2. (b) Calculate the energy stored when the extension is 5.0 cm. [2]
Show answer
  1. (a) 1000 N m⁻¹
    E = ½kx² so k = 2E/x² = 2 × 0.20 ÷ 0.020² (M1) = 1000 N m⁻¹ (A1).
  2. (b) 1.25 J
    E ∝ x², so E = 0.20 × (5.0/2.0)² (M1) = 1.25 J (A1).
Q8Hooke's law, elastic/plastic behaviour & strain energy · Standard · Paper 1 style · 1 mark
  1. (a) Which statement describes plastic deformation of a metal wire? [1]
Show answer
  1. (a) B The wire does not return to its original length when the load is removed.
    Plastic deformation is permanent: the wire keeps an extension after unloading. A describes elastic deformation; C and D describe behaviour below the limit of proportionality, which is elastic.
Q9Hooke's law, elastic/plastic behaviour & strain energy · Standard · Paper 2 style · 6 marks

A copper wire is stretched in a testing machine. The force–extension graph is a straight line from the origin to the point (1.2 mm, 60 N), which is the limit of proportionality. The graph then curves, and the wire is loaded up to 70 N, at which point its extension is 2.5 mm. The load is then removed.

  1. (a) Calculate the elastic potential energy stored in the wire at the limit of proportionality. [2]
  2. (b) Calculate the gradient of the linear section in N mm⁻¹. [1]
  3. (c) When the load is removed, the unloading line is straight and parallel to the original linear section. Calculate the permanent extension of the wire. [3]
Show answer
  1. (a) 0.036 J
    E = ½Fx = ½ × 60 × 1.2 × 10⁻³ (M1) = 0.036 J (A1).
  2. (b) 50 N mm⁻¹
    60 ÷ 1.2 = 50 N mm⁻¹ (B1).
  3. (c) 1.1 mm
    Recovered extension = 70 ÷ 50 = 1.4 mm (M1, idea of parallel line); permanent extension = 2.5 − 1.4 (M1) = 1.1 mm (A1).
Q10Hooke's law, elastic/plastic behaviour & strain energy · Standard · Paper 2 style · 6 marks

A car of mass 1200 kg rests on four identical springs that share the weight equally and obey Hooke's law. When four passengers of total mass 280 kg get in, the car sinks a further 2.5 cm. (g = 9.81 m s⁻²)

  1. (a) Calculate the spring constant of each spring. [2]
  2. (b) Calculate the total compression of each spring from its natural length when the car and passengers are at rest. [2]
  3. (c) Calculate the total elastic potential energy stored in the four springs with the passengers inside. [2]
Show answer
  1. (a) 2.75 × 10⁴ N m⁻¹
    Extra force per spring = 280 × 9.81 ÷ 4 = 687 N (M1); k = 687 ÷ 0.025 = 2.75 × 10⁴ N m⁻¹ (A1).
  2. (b) 0.132 m
    Force per spring = 1480 × 9.81 ÷ 4 = 3630 N (M1); x = 3630 ÷ 2.75 × 10⁴ = 0.132 m (A1).
  3. (c) 959 J
    E = 4 × ½kx² (M1) = 4 × ½ × 2.75 × 10⁴ × 0.132² = 959 J (A1).
Q11Hooke's law, elastic/plastic behaviour & strain energy · Standard · Paper 2 style · 5 marks

The force–extension graph for a spring is a straight line through the origin, reaching a force of 8.0 N at an extension of 0.16 m.

  1. (a) Explain why the area under a force–extension graph represents the work done in stretching the spring. [2]
  2. (b) Calculate the work done in stretching the spring to an extension of 0.16 m. [1]
  3. (c) The spring is then stretched further, from 0.16 m to 0.24 m, still within its limit of proportionality. Calculate the additional work done. [2]
Show answer
  1. (a) Work done = force × distance moved in the direction of the force; for a small extension Δx the work is FΔx, the area of a thin strip, so the total work is the sum of strips = area under the graph.
    B1 work = force × displacement (in direction of force); B1 summing FΔx strips gives the area.
  2. (b) 0.64 J
    ½ × 8.0 × 0.16 = 0.64 J (B1).
  3. (c) 0.80 J
    k = 8.0 ÷ 0.16 = 50 N m⁻¹ (C1); W = ½ × 50 × (0.24² − 0.16²) = 0.80 J (A1).
Q12Hooke's law, elastic/plastic behaviour & strain energy · Standard · Paper 2 style · 5 marks

A student loads and then unloads a thin metal wire. Her results are:Loading — load / N: 0, 10, 20, 30, 40; extension / mm: 0, 0.50, 1.00, 1.50, 2.30Unloading — load / N: 40, 30, 20, 10, 0; extension / mm: 2.30, 1.80, 1.30, 0.80, 0.30

  1. (a) Use the loading results to state between which two loads the limit of proportionality lies. Explain your answer. [2]
  2. (b) State whether the elastic limit has been exceeded. Give a reason. [2]
  3. (c) Suggest why the unloading extensions are larger than the loading extensions at the same load. [1]
Show answer
  1. (a) Between 30 N and 40 N; up to 30 N each 10 N adds 0.50 mm, but from 30 N to 40 N the extension increases by 0.80 mm.
    B1 30–40 N; B1 equal increments of 0.50 mm per 10 N up to 30 N, then larger.
  2. (b) Yes: when the load is removed there is a permanent extension of 0.30 mm.
    B1 yes; B1 extension does not return to zero / 0.30 mm remains.
  3. (c) The wire has been plastically (permanently) deformed, so every unloading value includes the 0.30 mm permanent extension.
    B1.
Q13Hooke's law, elastic/plastic behaviour & strain energy · Standard · Paper 3 style · 8 marks

A student hangs slotted masses from a spring and measures its length L with a metre rule. The unloaded length is 50.0 mm.mass / g: 100, 200, 300, 400, 500L / mm: 89.8, 130.4, 169.9, 210.3, 249.8

  1. (a) Calculate the extension of the spring when the mass is 300 g. [1]
  2. (b) Using the first and last readings, calculate the spring constant k. (g = 9.81 m s⁻²) [3]
  3. (c) Each length is measured with an uncertainty of ±1 mm. Calculate the percentage uncertainty in the extension for the 100 g load. [2]
  4. (d) Suggest two improvements to reduce the uncertainty in the length readings. [2]
Show answer
  1. (a) 120 mm (to 3 s.f.)
    169.9 − 50.0 = 119.9 mm ≈ 120 mm (B1).
  2. (b) 24.5 N m⁻¹
    ΔF = 0.400 × 9.81 = 3.924 N (C1); Δx = 249.8 − 89.8 = 160.0 mm = 0.1600 m (C1); k = 3.924 ÷ 0.1600 = 24.5 N m⁻¹ (A1).
  3. (c) 5.0 %
    Extension = 39.8 mm; uncertainty = ±2 mm (two readings) (M1); 2 ÷ 39.8 × 100 = 5.0% (A1).
  4. (d) Any two of: fix a pointer to the spring against the rule; read at eye level to avoid parallax; use a set square to line up the reading; use larger loads to give larger extensions; repeat readings and average (loading and unloading).
    1 mark each for any two specific improvements.
Q14Hooke's law, elastic/plastic behaviour & strain energy · Challenge · Paper 1 style · 1 mark
  1. (a) [1]
Show answer
  1. (a) B 0.80 J
    W = ½k(x₂² − x₁²) = ½ × 80 × (0.15² − 0.05²) = 0.80 J. A (0.40 J) wrongly uses ½k(Δx)², which ignores the force already present at 5.0 cm; C is the total energy at 15 cm.
Q15Hooke's law, elastic/plastic behaviour & strain energy · Challenge · Paper 2 style · 6 marks

A toy launcher contains a spring of spring constant 600 N m⁻¹. The spring is compressed by 4.0 cm and released, firing a ball of mass 12 g vertically upwards. (g = 9.81 m s⁻²)

  1. (a) Calculate the elastic potential energy stored in the compressed spring. [2]
  2. (b) Calculate the maximum height the ball could reach above its starting point, ignoring air resistance and the small change in height while the spring extends. [2]
  3. (c) The ball actually rises 3.1 m. Calculate the percentage of the stored energy that is not converted to gravitational potential energy. [2]
Show answer
  1. (a) 0.48 J
    ½kx² = ½ × 600 × 0.040² (M1) = 0.48 J (A1).
  2. (b) 4.08 m
    mgh = 0.48 (M1); h = 0.48 ÷ (0.012 × 9.81) = 4.08 m (A1).
  3. (c) 24 %
    GPE gained = 0.012 × 9.81 × 3.1 = 0.365 J (M1); (0.48 − 0.365) ÷ 0.48 = 24% (A1).
Q16Hooke's law, elastic/plastic behaviour & strain energy · Challenge · Paper 2 style · 6 marks

A light spring of spring constant 40 N m⁻¹ hangs vertically. A mass of 0.50 kg is attached to its lower end. The spring obeys Hooke's law throughout. (g = 9.81 m s⁻²)

  1. (a) The mass is lowered gently by hand until it hangs at rest. Calculate the extension of the spring. [1]
  2. (b) For the lowering in (a), calculate (i) the gravitational potential energy lost by the mass and (ii) the elastic potential energy gained by the spring. [2]
  3. (c) Explain the difference between the two energies in (b). [1]
  4. (d) The mass is now instead attached at the natural length and released from rest. Calculate the maximum extension of the spring. [2]
Show answer
  1. (a) 0.123 m
    x = mg/k = 0.50 × 9.81 ÷ 40 = 0.123 m (B1).
  2. (b) (i) 0.601 J; (ii) 0.301 J
    GPE = mgx = 0.50 × 9.81 × 0.1226 = 0.601 J (B1); EPE = ½kx² = 0.301 J (B1).
  3. (c) The other half of the energy is transferred to the hand (negative work is done by the hand holding the mass back).
    B1: hand does work against the mass / energy goes to the hand (or dissipated).
  4. (d) 0.245 m
    At lowest point KE = 0, so mgx = ½kx² (M1); x = 2mg/k = 0.245 m (A1).
Q17Hooke's law, elastic/plastic behaviour & strain energy · Challenge · Paper 2 style · 6 marks

A wide rubber exercise band is stretched and the following readings are taken:extension / cm: 0, 2.0, 4.0, 6.0, 8.0, 10.0force / N: 0, 1.4, 2.2, 2.6, 3.0, 3.8

  1. (a) State how the data show that the band does not obey Hooke's law. [1]
  2. (b) Use the trapezium rule to estimate the work done in stretching the band to an extension of 10 cm. [3]
  3. (c) A student calculates the energy as ½ × 3.8 N × 0.10 m. State the value obtained and explain why it is not valid here. [2]
Show answer
  1. (a) Equal increases in extension do not give equal increases in force (force is not proportional to extension).
    B1: e.g. first 2 cm adds 1.4 N but next 2 cm adds only 0.8 N.
  2. (b) 0.222 J
    Strips of width 0.020 m (M1); sum of ½(F₁ + F₂) × 0.020 = 0.014 + 0.036 + 0.048 + 0.056 + 0.068 (M1) = 0.222 J (A1).
  3. (c) 0.19 J; ½Fx only applies when F is proportional to x
    B1 0.19 J; B1 ½Fx is the area of a triangle, valid only for a straight-line (Hookean) graph.
Q18Hooke's law, elastic/plastic behaviour & strain energy · Challenge · Paper 5 style · 15 marks
  1. (a) A student suggests that the spring constant k of a helical spring depends on the number N of turns in the spring, and that k = c/N where c is a constant. Design a laboratory experiment to test the relationship between k and N. Explain how your results could be used to test the relationship and to find c. Describe the arrangement in words (no diagram is needed) and include: the procedure, including how N is changed and k is measured; the control of variables; the analysis of data; any safety precautions. [15]
Show answer
  1. (a) Plan: cut springs (or use a long spring and clamp at different points) with different N, all from the same wire/coil diameter; measure k from the gradient of load–extension graphs; plot k against 1/N — straight line through the origin confirms k = c/N, gradient = c.
    Defining the problem (up to 3): N independent variable; k dependent; keep wire material, wire diameter and coil diameter constant. Methods (up to 6): clamp spring vertically with stand; count N; add known masses (m), measure extension with metre rule and pointer / fiducial mark; F = mg; repeat with ≥5 loads; k = gradient of F–x graph; repeat for ≥5 values of N; check limit of proportionality not exceeded (unloading returns to zero). Analysis (up to 3): plot k against 1/N; relationship valid if straight line through origin; c = gradient. Safety (1): goggles in case spring snaps / sand tray or cushion under masses. Additional detail (up to 2): e.g. use a large range of N; use a travelling microscope or fiducial marker; read at eye level; repeat each extension and average; wait for oscillations to stop. Band: 13–15 complete workable plan with analysis; 8–12 workable with some omissions; 4–7 basic method only; 1–3 fragmentary.
Q19Hooke's law, elastic/plastic behaviour & strain energy · Challenge · Paper 2 style · 6 marks

A buffer spring at the bottom of a lift shaft has spring constant 1.8 × 10⁵ N m⁻¹. In a safety test a lift car of mass 900 kg, moving downwards at 1.5 m s⁻¹, lands on the spring. Ignore friction, air resistance and the mass of the spring. The spring obeys Hooke's law. (g = 9.81 m s⁻²)

  1. (a) Explain why the maximum compression is not found simply from ½mv² = ½kx². [1]
  2. (b) Show that at maximum compression x, ½kx² = ½mv² + mgx. [1]
  3. (c) Calculate the maximum compression of the buffer. [3]
  4. (d) Calculate the maximum force exerted by the buffer on the lift. [1]
Show answer
  1. (a) The lift also loses gravitational potential energy (mgx) as it moves down while compressing the spring.
    B1.
  2. (b) At maximum compression the lift is momentarily at rest; KE lost + GPE lost = EPE gained.
    B1: energy conservation statement with all three terms.
  3. (c) 0.166 m
    90 000x² − 8829x − 1012.5 = 0 (M1); quadratic formula (M1); x = 0.166 m (positive root) (A1).
  4. (d) 2.99 × 10⁴ N
    F = kx = 1.8 × 10⁵ × 0.166 = 2.99 × 10⁴ N (B1, ecf).
Q20Stress, strain & Young modulus · Core · Paper 1 style · 1 mark
  1. (a) What are the SI base units of the Young modulus? [1]
Show answer
  1. (a) B kg m⁻¹ s⁻²
    Young modulus = stress ÷ strain; strain has no unit, so units are those of stress, N m⁻² = kg m s⁻² × m⁻² = kg m⁻¹ s⁻². A is the newton; D is the unit of spring constant.
Q21Stress, strain & Young modulus · Core · Paper 2 style · 5 marks
  1. (a) Define stress and strain. [2]
  2. (b) Define the Young modulus. [1]
  3. (c) A nylon fishing line of diameter 0.40 mm holds a fish with a tension of 25 N. Calculate the stress in the line. [2]
Show answer
  1. (a) Stress = force ÷ cross-sectional area (normal to the force). Strain = extension ÷ original length.
    B1 each.
  2. (b) Young modulus = stress ÷ strain (in the region where the material obeys Hooke's law).
    B1.
  3. (c) 1.99 × 10⁸ Pa
    A = π(0.20 × 10⁻³)² = 1.26 × 10⁻⁷ m² (C1); stress = 25 ÷ 1.26 × 10⁻⁷ = 1.99 × 10⁸ Pa (A1).
Q22Stress, strain & Young modulus · Core · Paper 2 style · 4 marks

A steel crane cable at a container port in Karachi has a diameter of 2.0 cm and a length of 30 m. It supports a container with a tension of 4.0 × 10⁴ N. The Young modulus of steel is 2.1 × 10¹¹ Pa.

  1. (a) Calculate the stress in the cable. [2]
  2. (b) Calculate the strain in the cable. [1]
  3. (c) Calculate the extension of the cable. [1]
Show answer
  1. (a) 1.27 × 10⁸ Pa
    A = π × 0.010² = 3.14 × 10⁻⁴ m² (C1); σ = 4.0 × 10⁴ ÷ 3.14 × 10⁻⁴ = 1.27 × 10⁸ Pa (A1).
  2. (b) 6.06 × 10⁻⁴
    ε = σ/E = 1.27 × 10⁸ ÷ 2.1 × 10¹¹ = 6.06 × 10⁻⁴ (B1).
  3. (c) 18.2 mm
    x = εL = 6.06 × 10⁻⁴ × 30 = 0.0182 m = 18.2 mm (B1).
Q23Stress, strain & Young modulus · Core · Paper 2 style · 6 marks

A student plans to determine the Young modulus of copper using a long, thin copper wire clamped at one end, passing over a pulley, with masses hung on the free end.

  1. (a) Describe the measurements needed and the instrument used for each. [4]
  2. (b) Explain how a graph of the results is used to find the Young modulus. [2]
Show answer
  1. (a) Original length L of wire (metre rule/tape); diameter d (micrometer, several places, averaged); load/mass added (known masses, F = mg); extension x for each load (vernier scale/travelling microscope/marker against a mm scale).
    1 mark each: L with metre rule; d with micrometer (repeat at several points/orientations); F from masses; x with vernier/marker & scale.
  2. (b) Plot F against x (linear region); gradient = F/x; E = gradient × L ÷ A, where A = πd²/4.
    B1 plot F against x (or stress against strain); B1 E = gradient × L/A (or gradient of stress–strain).
Q24Stress, strain & Young modulus · Standard · Paper 1 style · 1 mark
  1. (a) [1]
Show answer
  1. (a) B 40 N
    F = EAx/L with A = π(0.40 × 10⁻³)² = 5.03 × 10⁻⁷ m²: F = 2.0 × 10¹¹ × 5.03 × 10⁻⁷ × 1.0 × 10⁻³ ÷ 2.5 = 40 N. C (160 N) uses the diameter as the radius; A uses half the radius.
Q25Stress, strain & Young modulus · Standard · Paper 2 style · 5 marks

A steel wire of length 1.5 m is joined end-to-end to a copper wire of length 1.0 m. Both wires have diameter 0.60 mm. The combined wire hangs vertically and supports a load of 60 N. Young modulus: steel 2.0 × 10¹¹ Pa, copper 1.2 × 10¹¹ Pa. Both wires obey Hooke's law.

  1. (a) Explain why the tension is the same in both wires. [1]
  2. (b) Calculate the extension of the steel wire. [2]
  3. (c) Calculate the total extension of the combined wire. [2]
Show answer
  1. (a) The wires are joined in series and are light, so the same force acts throughout (each wire is in equilibrium).
    B1.
  2. (b) 1.59 mm
    A = π(0.30 × 10⁻³)² = 2.83 × 10⁻⁷ m² (C1); x = FL/(AE) = 60 × 1.5 ÷ (2.83 × 10⁻⁷ × 2.0 × 10¹¹) = 1.59 mm (A1).
  3. (c) 3.36 mm
    Copper: 60 × 1.0 ÷ (2.83 × 10⁻⁷ × 1.2 × 10¹¹) = 1.77 mm (M1); total = 3.36 mm (A1).
Q26Stress, strain & Young modulus · Standard · Paper 2 style · 5 marks

An aluminium wire of length 2.0 m and cross-sectional area 1.5 mm² supports a load of 90 N. The Young modulus of aluminium is 7.0 × 10¹⁰ Pa. The wire obeys Hooke's law.

  1. (a) Calculate the extension of the wire. [2]
  2. (b) Calculate the elastic potential energy stored in the wire. [2]
  3. (c) The aluminium wire is replaced by a wire of the same material and length but with twice the cross-sectional area. The same load is applied. State the new energy stored. [1]
Show answer
  1. (a) 1.71 mm
    x = FL/(AE) = 90 × 2.0 ÷ (1.5 × 10⁻⁶ × 7.0 × 10¹⁰) (M1) = 1.71 mm (A1).
  2. (b) 0.0771 J
    E = ½Fx = ½ × 90 × 1.71 × 10⁻³ (M1) = 0.0771 J (A1).
  3. (c) 0.0386 J
    Extension halves, so E = ½Fx halves: 0.0386 J (B1).
Q27Stress, strain & Young modulus · Challenge · Paper 1 style · 1 mark
  1. (a) Wires X and Y are made of the same metal. Wire Y has twice the length and twice the diameter of wire X. The same tension, below the limit of proportionality, is applied to each. What is the ratio (extension of Y) ÷ (extension of X)? [1]
Show answer
  1. (a) B ½
    x = FL/(AE). L doubles (×2) and A = πd²/4 becomes 4 times larger (÷4), so ratio = 2/4 = ½. D (2) ignores the change of area; A forgets that L also doubles.
Q28Stress, strain & Young modulus · Challenge · Paper 2 style · 6 marks

A tensile test on a metal sample gives these results:strain: 0, 0.0010, 0.0020, 0.0030, 0.0040, 0.0060stress / MPa: 0, 70, 140, 210, 250, 270

  1. (a) Determine the Young modulus of the material. [2]
  2. (b) State the approximate stress at the limit of proportionality. [1]
  3. (c) A wire of this material has diameter 1.2 mm. Calculate the maximum load it can support without exceeding the limit of proportionality. [2]
  4. (d) The wire in (c) has length 3.0 m. Calculate its extension at this load. [1]
Show answer
  1. (a) 7.0 × 10¹⁰ Pa
    Use linear region: E = 140 × 10⁶ ÷ 0.0020 (M1) = 7.0 × 10¹⁰ Pa (A1).
  2. (b) 210 MPa (2.1 × 10⁸ Pa)
    B1: last point on the straight line (strain 0.0030).
  3. (c) 238 N
    A = π(0.60 × 10⁻³)² = 1.13 × 10⁻⁶ m² (C1); F = 2.1 × 10⁸ × 1.13 × 10⁻⁶ = 238 N (A1).
  4. (d) 9.0 mm
    Strain 0.0030 × 3.0 m = 9.0 × 10⁻³ m = 9.0 mm (B1).
Q29Stress, strain & Young modulus · Challenge · Paper 2 style · 6 marks

A uniform copper wire of length 2.0 m has a mass of 8.9 g. The density of copper is 8900 kg m⁻³. A load of 40 N produces an extension of 1.33 mm, within the limit of proportionality.

  1. (a) Show that the cross-sectional area of the wire is 5.0 × 10⁻⁷ m². [2]
  2. (b) Calculate the Young modulus of copper from these results. [2]
  3. (c) Calculate the elastic potential energy stored in the wire. [1]
  4. (d) Explain why measuring the mass and length is a more accurate way to find the area of this wire than measuring its diameter with a micrometer. [1]
Show answer
  1. (a) 5.0 × 10⁻⁷ m²
    V = m/ρ = 8.9 × 10⁻³ ÷ 8900 = 1.0 × 10⁻⁶ m³ (M1); A = V/L = 1.0 × 10⁻⁶ ÷ 2.0 = 5.0 × 10⁻⁷ m² (A1).
  2. (b) 1.20 × 10¹¹ Pa
    E = FL/(Ax) = 40 × 2.0 ÷ (5.0 × 10⁻⁷ × 1.33 × 10⁻³) (M1) = 1.20 × 10¹¹ Pa (A1).
  3. (c) 0.0266 J
    ½ × 40 × 1.33 × 10⁻³ = 0.0266 J (B1).
  4. (d) The diameter is very small (≈0.8 mm), so the micrometer's ±0.01 mm gives a large percentage uncertainty, which is doubled in the area; mass and length can be measured to a small percentage uncertainty.
    B1.
Q30Stress, strain & Young modulus · Challenge · Paper 3 style · 8 marks

In an experiment to find the Young modulus of steel, a wire of length 2.40 m is loaded. Three micrometer readings of the diameter are 0.42 mm, 0.43 mm and 0.41 mm.load / N: 0, 10, 20, 30, 40, 50extension / mm: 0, 0.87, 1.73, 2.61, 3.46, 4.33

  1. (a) Calculate the mean diameter and the cross-sectional area of the wire. [2]
  2. (b) Use the first and last readings to find the gradient of a graph of load against extension, and hence determine the Young modulus. [3]
  3. (c) The micrometer reads to ±0.01 mm. Calculate the percentage uncertainty in the cross-sectional area. [2]
  4. (d) Explain why a long, thin wire is used. [1]
Show answer
  1. (a) 0.420 mm; 1.39 × 10⁻⁷ m²
    Mean = (0.42 + 0.43 + 0.41)/3 = 0.420 mm (B1); A = π(0.210 × 10⁻³)² = 1.39 × 10⁻⁷ m² (B1).
  2. (b) 2.00 × 10¹¹ Pa
    Gradient = 50 ÷ 4.33 × 10⁻³ = 1.15 × 10⁴ N m⁻¹ (M1); E = gradient × L/A (M1) = 1.15 × 10⁴ × 2.40 ÷ 1.39 × 10⁻⁷ = 2.00 × 10¹¹ Pa (A1).
  3. (c) 4.8 %
    % uncertainty in d = 0.01/0.420 × 100 = 2.4% (M1); area ∝ d², so 4.8% (A1).
  4. (d) To give an extension large enough to measure with a small percentage uncertainty (x = FL/AE, so large L and small A give large x).
    B1.

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