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Technical · Mechanical Engineering

Strength of Materials MCQs for placement tests

20 technical questions of moderate difficulty, as asked in campus placement and company tests. Each has a short explanation.

Q1Mechanical · Strength of MaterialsModerate

Stress is defined as:

Q2Mechanical · Strength of MaterialsModerate

Strain is:

Q3Mechanical · Strength of MaterialsModerate

Hooke's law states that, within the elastic limit, stress is proportional to:

Q4Mechanical · Strength of MaterialsModerate

A steel rod of area 100 mm² carries a load of 20 kN. The stress is:

Q5Mechanical · Strength of MaterialsModerate

Poisson's ratio is the ratio of:

Q6Mechanical · Strength of MaterialsModerate

The value of Poisson's ratio for most metals is about:

Q7Mechanical · Strength of MaterialsModerate

For a simply supported beam with a central point load W and span L, the maximum bending moment is:

Q8Mechanical · Strength of MaterialsModerate

For a simply supported beam with a uniformly distributed load w per metre over span L, the maximum bending moment is:

Q9Mechanical · Strength of MaterialsModerate

For a cantilever of length L with a point load W at the free end, the maximum bending moment is:

Q10Mechanical · Strength of MaterialsModerate

Bending stress in a beam is maximum at:

Q11Mechanical · Strength of MaterialsModerate

The section modulus Z is equal to:

Q12Mechanical · Strength of MaterialsModerate

The moment of inertia of a rectangular section of width b and depth d about its centroidal axis parallel to b is:

Q13Mechanical · Strength of MaterialsModerate

Shear force is zero at a section where the bending moment is:

Q14Mechanical · Strength of MaterialsModerate

The point where the bending moment changes sign is called:

Q15Mechanical · Strength of MaterialsModerate

For a solid circular shaft, the polar moment of inertia is:

Q16Mechanical · Strength of MaterialsModerate

Euler's formula for buckling applies to:

Q17Mechanical · Strength of MaterialsModerate

The effective length of a column fixed at both ends is:

Q18Mechanical · Strength of MaterialsModerate

The effective length of a column fixed at one end and free at the other is:

Q19Mechanical · Strength of MaterialsModerate

The ratio of ultimate stress to working stress is called the:

Q20Mechanical · Strength of MaterialsModerate

A thin cylinder under internal pressure p (diameter d, thickness t) has hoop stress:

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