MCQ 1 Modulus of rigidity is defined as the ratio of

Correct Answer Choice A Shear stress to shear strain
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MCQ 11 The relationship between young’s modulus of elasticity E, bulk modulus k and poission’s ratio is µ given by

Correct Answer Choice C E = 3K(1 − 2µ)
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MCQ 7 12. At a point in a strained body carrying two unequal unlike principal stress p1 and p2 (p1 > p2), the maximum shear stress is given by

Correct Answer Choice D (p1 + p2)/2
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MCQ 14 If a point in a strained material is subjected to equal normal and tangential stresses, then the angle of obliquity is

Correct Answer Choice B 45°
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MCQ 9 If the principal stresses at a point in a strained body are p1 and p2 (p1>p2), then the resultant stress on plain carrying the maximum shear stress is equal to 

Correct Answer Choice C √(p1+ p2)/2
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MCQ 8 The plane of maximum obliquity is inclined to the major principle plane at an angle

Correct Answer Choice D π/4 + φ max/2
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MCQ 2 Slope at the end of a simply supported beam of span l with uniformly distributed load w/unit length over the entire span is given by

Correct Answer Choice C wl/ 24 EI
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MCQ 6 If an element is subjected to pure shearing stress τ_xy, the maximum principal stress is equal to

Correct Answer Choice C τ_xy
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MCQ 15 Limit of proportionality depends upon

Correct Answer Choice C Type of material
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MCQ 3 For an isotropic, homogeneous and elastic material obeying hook?s law, number of independent elastic constants is

Correct Answer Choice A 2
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MCQ 12 If all the dimensions of a prismatic bar are doubled, then the maximum stress produced in it under its own weight will

Correct Answer Choice C Increase to two times
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MCQ 10 Limiting values of poission?s ratio are

Correct Answer Choice A −1 and 0.5
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MCQ 13 If a material has identical properties in all directions, it is said to be

Correct Answer Choice B Isotrophic
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MCQ 4 If a composite bar of steel and cooper is heated, then the cooper bar will be under

Correct Answer Choice D Torsion
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MCQ 5 Effective length of a weld is equal to

Correct Answer Choice C Overall length − 2 × weld size
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