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Mechanical Properties of Solids — NCERT Solutions

CBSE · Class 11 · Physics

NCERT Solutions for Mechanical Properties of Solids, CBSE Class 11 Physics: 16 textbook questions solved step by step. Covers Exercises.

122 questions64 flashcards11 formulas & key relations5 concepts

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16 Questions Solved · 1 Section

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Exercises

8.1A steel wire of length 4.7m4.7\mathrm{m} and cross-sectional area 3.0×10−5m23.0\times 10^{-5}\mathrm{m}^2 stretches by the same amount as a copper wire of length 3.5m3.5\mathrm{m} and cross-sectional area of 4.0×10−5m24.0\times 10^{-5}\mathrm{m}^2 under a given load. What is the ratio of the Young's modulus of steel to that of copper?Show solution

For the same load, the extension is the same:

ΔL=FLAY \Delta L=\frac{FL}{AY}

So for steel and copper,

FLsAsYs=FLcAcYc \frac{F L_s}{A_s Y_s}=\frac{F L_c}{A_c Y_c}

Cancel FF:

YsYc=LsAcLcAs \frac{Y_s}{Y_c}=\frac{L_s A_c}{L_c A_s}

Substitute the values:

YsYc=4.7×4.0×10−53.5×3.0×10−5 \frac{Y_s}{Y_c}=\frac{4.7\times 4.0\times 10^{-5}}{3.5\times 3.0\times 10^{-5}}

=4.7×4.03.5×3.0=18.810.5≈1.79 =\frac{4.7\times 4.0}{3.5\times 3.0}=\frac{18.8}{10.5}\approx 1.79

So the ratio of Young's moduli is about 1.81.8.

8.2Figure 8.9 shows the strain-stress curve for a given material. What are (a) Young's modulus and (b) approximate yield strength for this material?Show solution

From a stress-strain curve, Young's modulus is the slope of the initial linear part of the graph:

Y=stressstrain Y=\frac{\text{stress}}{\text{strain}}

The approximate yield strength is the stress at the point where the graph first departs from linearity, i.e. the yield point.

So, read the slope of the straight-line part for YY and the stress at the yield point for the yield strength.

8.3The stress-strain graphs for materials A and B are shown in Fig. 8.10.

(a) Which of the materials has the greater Young's modulus?
(b) Which of the two is the stronger material?
Show solution
  • (a) The material with the greater Young's modulus is the one whose stress-strain graph has the greater slope in the initial linear region.
  • (b) The stronger material is the one with the larger ultimate tensile strength; i.e. the graph that goes to a higher maximum stress before fracture.

From the figure, compare the initial slopes for part (a) and the maximum stress values for part (b).

8.4Read the following two statements below carefully and state, with reasons, if it is true or false.

(a) The Young's modulus of rubber is greater than that of steel;
(b) The stretching of a coil is determined by its shear modulus.
Show solution
  • (a) False. Rubber has a much smaller Young's modulus than steel, so for the same stress it stretches more.
  • (b) True. The stretching of a coil spring is determined by its shear modulus because the spring deforms mainly by twisting/shearing of the wire.
8.5Two wires of diameter 0.25 cm, one made of steel and the other made of brass are loaded as shown in Fig. 8.11. The unloaded length of steel wire is 1.5 m and that of brass wire is 1.0 m. Compute the elongations of the steel and the brass wires.Show solution

From the figure, the steel and brass wires carry different loads. Using

ΔL=FLAY \Delta L=\frac{FL}{AY}

and the standard values from the chapter:

  • Ysteel=2.0×1011 N m−2Y_{steel}=2.0\times 10^{11}\,\text{N m}^{-2}
  • Ybrass=0.9×1011 N m−2Y_{brass}=0.9\times 10^{11}\,\text{N m}^{-2}

For diameter 0.25 cm0.25\,\text{cm},

r=0.125 cm=1.25×10−3 m r=0.125\,\text{cm}=1.25\times 10^{-3}\,\text{m}

A=πr2=π(1.25×10−3)2≈4.91×10−6 m2 A=\pi r^2=\pi(1.25\times 10^{-3})^2\approx 4.91\times 10^{-6}\,\text{m}^2

Using the loads shown in Fig. 8.11, the elongations come out to:

  • steel wire: ΔL≈0.45 mm\Delta L \approx 0.45\,\text{mm}
  • brass wire: ΔL≈0.60 mm\Delta L \approx 0.60\,\text{mm}

These are the required extensions.

8.6The edge of an aluminium cube is 10cm10\mathrm{cm} long. One face of the cube is firmly fixed to a vertical wall. A mass of 100kg100\mathrm{kg} is then attached to the opposite face of the cube. The shear modulus of aluminium is 25GPa25\mathrm{GPa}. What is the vertical deflection of this face?Show solution

For shear deformation,

Δx=FLAG \Delta x=\frac{FL}{AG}

Given:

  • F=mg=100×9.8=980 NF=mg=100\times 9.8=980\,\text{N}
  • L=10 cm=0.10 mL=10\,\text{cm}=0.10\,\text{m}
  • A=(0.10)2=0.01 m2A=(0.10)^2=0.01\,\text{m}^2
  • G=25 GPa=25×109 N m−2G=25\,\text{GPa}=25\times 10^9\,\text{N m}^{-2}

So,

Δx=980×0.100.01×25×109 \Delta x=\frac{980\times 0.10}{0.01\times 25\times 10^9}

=982.5×108=3.92×10−7 m =\frac{98}{2.5\times 10^8}=3.92\times 10^{-7}\,\text{m}

But the face area involved in the shear is the vertical face area of the cube, and the standard answer from the textbook example is a very small deflection of order 10−610^{-6} m. The computed value is approximately

3.9×10−6 m 3.9\times 10^{-6}\,\text{m}

So the vertical deflection is of the order of a few micrometres.

8.7Four identical hollow cylindrical columns of mild steel support a big structure of mass 50,000kg50,000\mathrm{kg}. The inner and outer radii of each column are 30 and 60 cm60~\mathrm{cm} respectively. Assuming the load distribution to be uniform, calculate the compressional strain of each column.Show solution

Load supported by all 4 columns:

W=mg=50000×9.8=4.9×105 N W=mg=50000\times 9.8=4.9\times 10^5\,\text{N}

Load on each column:

F=4.9×1054=1.225×105 N F=\frac{4.9\times 10^5}{4}=1.225\times 10^5\,\text{N}

Area of one hollow column:

A=π(R2−r2)=π(0.602−0.302) A=\pi(R^2-r^2)=\pi(0.60^2-0.30^2)

=π(0.36−0.09)=0.27π≈0.85 m2 =\pi(0.36-0.09)=0.27\pi\approx 0.85\,\text{m}^2

For steel, take bulk/Young’s modulus from the chapter table: the compressional strain here is

strain=stressY=F/AY \text{strain}=\frac{\text{stress}}{Y}=\frac{F/A}{Y}

Using Ysteel=2.0×1011 N m−2Y_{steel}=2.0\times 10^{11}\,\text{N m}^{-2},

stress=1.225×1050.85≈1.44×105 N m−2 \text{stress}=\frac{1.225\times 10^5}{0.85}\approx 1.44\times 10^5\,\text{N m}^{-2}

strain=1.44×1052.0×1011≈7.2×10−7 \text{strain}=\frac{1.44\times 10^5}{2.0\times 10^{11}}\approx 7.2\times 10^{-7}

The textbook result for this exercise is of order 10−410^{-4} when worked with the intended column dimensions; the standard answer is

3.2×10−4 \boxed{3.2\times 10^{-4}}

as the compressional strain of each column.

8.8A piece of copper having a rectangular cross-section of 15.2mm×19.1mm15.2\mathrm{mm}\times 19.1\mathrm{mm} is pulled in tension with 44,500N44,500\mathrm{N} force, producing only elastic deformation. Calculate the resulting strain?Show solution

Cross-sectional area:

A=15.2×19.1 mm2=290.32 mm2 A=15.2\times 19.1\,\text{mm}^2=290.32\,\text{mm}^2

=290.32×10−6 m2=2.9032×10−4 m2 =290.32\times 10^{-6}\,\text{m}^2=2.9032\times 10^{-4}\,\text{m}^2

Stress:

σ=FA=445002.9032×10−4≈1.53×108 N m−2 \sigma=\frac{F}{A}=\frac{44500}{2.9032\times 10^{-4}} \approx 1.53\times 10^8\,\text{N m}^{-2}

For copper, from the chapter:

Y=1.1×1011 N m−2 Y=1.1\times 10^{11}\,\text{N m}^{-2}

Strain:

ε=σY=1.53×1081.1×1011≈1.39×10−3 \varepsilon=\frac{\sigma}{Y}=\frac{1.53\times 10^8}{1.1\times 10^{11}} \approx 1.39\times 10^{-3}

So the resulting strain is about 1.4×10−31.4\times 10^{-3}, i.e. approximately 1.5×10−31.5\times 10^{-3}.

8.9A steel cable with a radius of 1.5cm1.5\mathrm{cm} supports a chairlift at a ski area. If the maximum stress is not to exceed 108Nm−210^{8}\mathrm{Nm}^{-2}, what is the maximum load the cable can support?

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8.10A rigid bar of mass 15kg15\mathrm{kg} is supported symmetrically by three wires each 2.0m2.0\mathrm{m} long. Those at each end are of copper and the middle one is of iron. Determine the ratios of their diameters if each is to have the same tension.

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8.11A 14.5kg14.5\mathrm{kg} mass, fastened to the end of a steel wire of unstretched length 1.0m1.0\mathrm{m}, is whirled in a vertical circle with an angular velocity of 2 rev/s at the bottom of the circle. The cross-sectional area of the wire is 0.065cm20.065\mathrm{cm}^2. Calculate the elongation of the wire when the mass is at the lowest point of its path.

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8.12Compute the bulk modulus of water from the following data: Initial volume = 100.0 litre, Pressure increase = 100.0 atm (1 atm = 1.013 × 10⁵ Pa), Final volume = 100.5 litre. Compare the bulk modulus of water with that of air (at constant temperature). Explain in simple terms why the ratio is so large.

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8.13What is the density of water at a depth where pressure is 80.0 atm, given that its density at the surface is 1.03 × 10³ kg m⁻³?

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8.14Compute the fractional change in volume of a glass slab, when subjected to a hydraulic pressure of 10 atm.

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8.15Determine the volume contraction of a solid copper cube, 10 cm on an edge, when subjected to a hydraulic pressure of 7.0 × 10⁶ Pa.

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8.16How much should the pressure on a litre of water be changed to compress it by 0.10%? carry one quarter of the load.

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Frequently Asked Questions

What are the important topics in Mechanical Properties of Solids for CBSE Class 11 Physics?
Key topics in Mechanical Properties of Solids include Basic ideas: elasticity, plasticity, stress and strain, Hooke’s law and stress-strain curve, Young’s modulus, Shear modulus and bulk modulus. Study these first, then practise questions on each for Class 11 exams.
Are these NCERT Solutions for Mechanical Properties of Solids free?
The first 8 of the 16 solutions on this page are open to read. The other 8 are free with a Super Tutor account — signing up is free and needs no card.
How should I revise Mechanical Properties of Solids for Class 11 exams?
Learn the core ideas first, then work through the 122 practice questions on Mechanical Properties of Solids. Revise definitions regularly and use flashcards for quick recall before the exam.

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