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Torsion of Thin Walled Sections Questions and Answers

51.

Assertion (A): Angle of twist is proportional to the cube of the member's length.

Reason (R): Angle of twist depends on the torque, the length and the torsional rigidity.

Select the correct answer from the options below.

Answer: C

The assertion is false while the reason, though loosely stated, is true. Twist is linear in length, not cubic; it is bending deflection that carries the cube. Doubling a shaft's length doubles its twist under the same torque.

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52.

Assertion (A): A re-entrant corner in a section under torsion is usually filleted.

Reason (R): The membrane must fold sharply into such a corner, giving a very steep slope.

Select the correct answer from the options below.

Answer: D

Correct answer: Both A and R are true, and R is the correct explanation of A

Both are true and the reason is the analogy applied. Shear stress corresponds to the slope of the soap film, and at a sharp re-entrant corner the film must fold into the angle, giving a locally very steep slope and hence a high stress. A fillet lets the film curve gently instead, which is why filleting is the standard remedy.

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53.

Assertion (A): The torsion constant of a thin closed section depends on the square of the enclosed area.

Reason (R): The expression is four times that area squared, over the line integral of ds over t.

Select the correct answer from the options below.

Answer: A

Both statements are true and the second states the result the first summarises. The square is what makes closing a section so effective, and it is why enlarging a cell beats thickening its walls whenever the geometry allows.

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54.

Consider the following statements about torsion of a circular shaft:

1. Shear stress varies linearly with radius.

2. The section does not warp.

3. The torsion constant differs from the polar second moment of area.

Which of the statements given above is or are correct?

Answer: B

The first two are correct. The third is false precisely for a circular section: it is the one case in which the torsion constant and the polar second moment of area coincide, which is why the elementary theory works exactly there.

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55.

Consider the following statements about the membrane analogy:

1. The slope of the film gives the shear stress.

2. Twice the volume beneath the film gives the torque.

3. The height of the film gives the shear stress.

Which of the statements given above is or are correct?

Answer: C

Correct answer: 1 and 2 only

Statements 1 and 2 give the analogy correctly: the slope of the film is the shear stress and twice the volume beneath it is the torque. Statement 3 confuses slope with height - the height of the film is the stress function itself, and it is its gradient, not its value, that corresponds to stress.

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56.

Consider the following statements about warping:

1. It is an axial displacement that leaves the section non-planar.

2. Restraining it produces additional direct stresses.

3. A circular shaft warps more than any other section.

Which of the statements given above is or are correct?

Answer: D

Correct answer: 1 and 2 only

Statements 1 and 2 are correct: warping is an axial displacement that leaves the section non-planar, and restraining it generates additional direct stresses. Statement 3 is the exact reverse - the circular shaft is the one common section that does not warp at all, which is precisely what makes the elementary torsion theory exact for it.

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57.

Consider the following statements about torsional rigidity:

1. It is the product of the shear modulus and the torsion constant.

2. It plays the same role in torsion that EI plays in bending.

3. It uses Young's modulus rather than the shear modulus.

Which of the statements given above is or are correct?

Answer: A

Correct answer: 1 and 2 only

Statements 1 and 2 are correct: torsional rigidity is \( GJ \), and it plays the same role in torsion that \( EI \) plays in bending. Statement 3 contradicts the first - torsion strains the material in shear, so the shear modulus is the relevant property, and Young’s modulus does not appear.

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58.

Consider the following statements about open sections in torsion:

1. Their torsion constant carries a cube on the wall thickness.

2. They warp freely and so suffer large stresses if restrained.

3. Their torsion constant equals the polar second moment of area.

Which of the statements given above is or are correct?

Answer: B

Correct answer: 1 and 2 only

Statements 1 and 2 are correct: the torsion constant of an open section carries a cube on the wall thickness, and such sections warp freely and so develop large stresses if that warping is restrained. Statement 3 is badly wrong - for a thin open section the torsion constant is a tiny fraction of the polar second moment of area.

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59.

Consider the following statements about stress concentration in torsion:

1. An outside corner of a rectangular section carries zero shear stress.

2. A re-entrant corner concentrates the shear stress.

3. Filleting a re-entrant corner raises the peak stress.

Which of the statements given above is or are correct?

Answer: C

Correct answer: 1 and 2 only

Statements 1 and 2 follow from the membrane analogy: at an outside corner the film lies flat against the boundary, so the slope and hence the stress is zero, while at a re-entrant corner it folds sharply and the stress rises. Statement 3 inverts the remedy - filleting reduces the peak stress, which is why it is done.

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60.

Consider the following statements about a hollow versus a solid circular shaft:

1. For the same weight the hollow shaft is stiffer in torsion.

2. Material near the axis contributes little to torsional stiffness.

3. The hollow shaft carries uniform shear stress across its wall.

Which of the statements given above is or are correct?

Answer: D

Correct answer: 1 and 2 only

Statements 1 and 2 are correct and they are the same fact from two sides: shear stress and hence the contribution to stiffness grow with radius, so material near the axis earns little and is better placed at the outside. Statement 3 is an approximation rather than a truth - the stress still varies linearly across the wall, and only for a thin wall is it nearly uniform.

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