Structures·MCQ explained

A state of pure shear stress is produced by:

Try it first: pick an option, then read the explanation.

Correct answer: A. tension in one direction and equal compression in the perpendicular direction

Asked in SSC JE 29/01/2018 (Morning)

Detailed Explanation

On a plane at 45° to the principal directions, the normal stress is (σ₁ + σ₂)/2 and the shear stress is (σ₁ − σ₂)/2. For pure shear the normal stress must vanish.

\[ \sigma_1 = +\sigma,\ \sigma_2 = -\sigma:\qquad \sigma_{n,45^\circ} = \frac{\sigma + (-\sigma)}{2} = 0,\qquad \tau_{45^\circ} = \frac{\sigma - (-\sigma)}{2} = \sigma \]

Why “tension in one direction and equal compression in the perpendicular direction” Is Correct

Tension in one direction with equal compression at right angles makes the 45° planes carry shear only. Mohr's circle for this case is centred at the origin with radius σ.

στO−σ+σCτ = σ, σn = 0Centre C = (σ₁ + σ₂)/2, radius R = (σ₁ − σ₂)/2
Equal tension and compression: Mohr's circle is centred at the origin, so the planes at 45° (top and bottom of the circle) carry pure shear τ = σ with zero normal stress.

Why the Other Options Are Wrong

  • B. equal tension in two directions at right angles: Equal biaxial tension gives a point-circle: no shear on any plane.
  • C. equal compression in two directions at right angles: Equal biaxial compression also gives zero shear on every plane.
  • D. none of these: Option (a) is correct.

Key Point

Pure shear ⇔ principal stresses +σ and −σ; shear planes at 45°.

Key Concepts for Students

  • Torsion of a shaft produces pure shear on the surface.
  • Principal stresses in pure shear τ are ±τ at 45°.
  • Equal all-round stress gives zero shear on every plane.

Practice more: this is question 5 in Principal Stress and Principal Planes MCQs – Part 1. Try the whole set and check every answer instantly.