Q.Consider two cylindrical rods of identical dimensions, one of rubber and the other of steel. Both the rods are fixed rigidly at one end to the roof. A mass is attached to each of the free ends at the centre of the rods.
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Start your 14-day free trial to unlock the full solution →The key idea is that Young’s modulus governs how much a material resists stretching; steel’s huge modulus means negligible lateral contraction, while rubber’s tiny modulus allows significant lateral contraction (Poisson effect) that visibly changes the shape of the bottom edge — the correct option is (D).
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Understanding the setup and the concept.
Both rods are identical in dimensions — same length , same cross-sectional area . Each is fixed at the top and has a mass hanging from the free end. The mass applies a tensile force along the axis of each rod.
The question is about two effects: elongation (axial strain) and lateral contraction (change in shape of the cross-section). The first is governed by Young’s modulus , the second by Poisson’s ratio . But here the key difference is the magnitude of the axial strain, which determines whether the lateral contraction is perceptible.
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Elongation: how much does each rod stretch?
For a rod under axial tension, the elongation is given by
Steel has , rubber has — a factor of about difference. For the same , , and , the rubber rod stretches roughly times more than the steel rod.
So both elongate, but the rubber rod’s elongation is enormous and easily visible, while the steel rod’s elongation is microscopic.
- Lateral contraction: the Poisson effect. When a rod stretches axially, it contracts laterally (gets thinner). The lateral strain is related to the axial strain by Poisson’s ratio :
For steel, ; for rubber, (nearly incompressible).
The absolute lateral contraction is , where is the original diameter. Since , and is tiny for steel, is utterly imperceptible. For rubber, is huge, so is also large — the rod becomes noticeably thinner.
- Shape of the bottom edge: why does it change? The mass is attached at the centre of the free end, not uniformly across the cross-section. This means the load is concentrated at a point. For steel: the rod is so stiff that the point load is transmitted almost uniformly across the cross-section within a very short distance (Saint-Venant’s principle). The bottom face remains essentially flat — no perceptible shape change. …
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