CBSE Weightage:

Class 11 — Mechanical Properties of Solids

Class 11 — Mechanical Properties of Solids — chapter strategy, formulas, PYQs, and traps

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Chapter Overview & Weightage

Mechanical Properties of Solids carries a steady 44-55 marks weightage in CBSE Class 11 board exams, usually as one short-answer (3 marks) and one MCQ/very short (1-2 marks). Topics include stress, strain, Hooke’s law, Young’s modulus, bulk modulus, shear modulus, and Poisson’s ratio.

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The chapter is application-heavy. Most questions are direct numerical substitutions or two-step problems combining definitions and formulas.

Key Concepts You Must Know

  • Stress: force per unit area, σ=F/A\sigma = F/A, units N/m2\text{N/m}^2 or pascal.
  • Strain: relative deformation, dimensionless. Linear strain =ΔL/L0= \Delta L / L_0.
  • Hooke’s law: stress is proportional to strain within the elastic limit.
  • Young’s modulus (YY): for tensile/compressive deformation, Y=σ/ϵY = \sigma / \epsilon.
  • Bulk modulus (KK): for volumetric deformation under pressure, K=P/(ΔV/V)K = -P / (\Delta V / V).
  • Shear modulus (GG): for tangential deformation, G=(F/A)/tanθG = (F/A) / \tan\theta.
  • Poisson’s ratio (ν\nu): lateral strain to longitudinal strain ratio, typically 0.20.2 to 0.50.5 for solids.
  • Elastic energy stored: U=12×stress×strain×VU = \frac{1}{2} \times \text{stress} \times \text{strain} \times V.

Important Formulas

Y=FL0AΔLY = \frac{F L_0}{A \Delta L}

Use when a wire is stretched or compressed under longitudinal force.

u=12σϵ=12Yϵ2=σ22Yu = \frac{1}{2} \sigma \epsilon = \frac{1}{2} Y \epsilon^2 = \frac{\sigma^2}{2Y}

The energy density stored in a stressed body.

K=VΔPΔVK = -\frac{V \Delta P}{\Delta V}

The minus sign reflects that increasing pressure decreases volume.

Solved Previous Year Questions

PYQ 1 (CBSE 2023): A wire of length 22 m and cross-section 11 mm2^2 is stretched by 11 mm under a force of 5050 N. Find Young’s modulus.

Solution: A=106A = 10^{-6} m2^2, ΔL=103\Delta L = 10^{-3} m. Y=(FL0)/(AΔL)=(50×2)/(106×103)=1011Y = (F L_0)/(A \Delta L) = (50 \times 2)/(10^{-6} \times 10^{-3}) = 10^{11} N/m2^2.

PYQ 2 (CBSE 2022): Define elastic limit and explain stress-strain curve for a ductile material.

Answer outline: Elastic limit is the maximum stress beyond which permanent deformation occurs. Stress-strain curve has linear (Hooke’s law) region up to proportional limit, then a yield region, then plastic flow, then necking, then fracture point.

PYQ 3 (CBSE 2021): A copper wire of length 44 m and diameter 11 mm is stretched by a force such that the elongation is 0.50.5 mm. Calculate the elastic energy stored. (YCu=1.2×1011Y_{\text{Cu}} = 1.2 \times 10^{11} N/m2^2.)

Solution: A=π(0.5×103)2=7.85×107A = \pi(0.5 \times 10^{-3})^2 = 7.85 \times 10^{-7} m2^2. Strain ϵ=0.5×103/4=1.25×104\epsilon = 0.5 \times 10^{-3}/4 = 1.25 \times 10^{-4}. Stress σ=Yϵ=1.5×107\sigma = Y\epsilon = 1.5 \times 10^7 N/m2^2. Energy density u=12σϵ=937.5u = \frac{1}{2}\sigma\epsilon = 937.5 J/m3^3. Volume V=AL=3.14×106V = AL = 3.14 \times 10^{-6} m3^3. Total energy U=uV2.94×103U = uV \approx 2.94 \times 10^{-3} J.

Difficulty Distribution

  • Easy (50%): Direct substitution into Y=FL/(AΔL)Y = FL/(A\Delta L).
  • Medium (35%): Energy stored, comparing two materials, ratio problems.
  • Hard (15%): Multi-step problems combining stress-strain with thermal expansion or rotational systems.

Expert Strategy

Memorise typical Young’s modulus values: steel 2×1011\sim 2 \times 10^{11}, copper 1.2×1011\sim 1.2 \times 10^{11}, rubber 106\sim 10^6 N/m2^2. Examiners often ask which material is “stiffer” — that’s whichever has higher YY.

For 3-mark numerical problems, write the formula clearly, substitute with units, and compute step-by-step. Examiners give partial credit even if the final number is wrong, as long as the method is right.

For derivation-type questions (energy stored, work done in stretching), start from W=FdxW = \int F \, dx where F=(YA/L)xF = (YA/L)x for a Hookean wire. Integrate to get 12YA(ΔL)2/L\frac{1}{2}YA(\Delta L)^2/L, the standard result.

Common Traps

Trap 1: Using length in cm or mm instead of metres. Always convert to SI.

Trap 2: Forgetting that strain is dimensionless. If you compute strain as 0.50.5 mm and forget to divide by L0L_0, every subsequent step is wrong.

Trap 3: Confusing Young’s modulus with bulk modulus. YY is for length change under axial force; KK is for volume change under pressure.

Trap 4: Using the diameter instead of the radius when computing A=πr2A = \pi r^2 for a wire. CBSE problems often give diameter — halve it before squaring.