Mechanics Of Materials & Structures Online Test - Paper 3
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Mechanics of Materials & Structures Online Test – Paper 3

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Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

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  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
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1. The stress in the member subjected to a force is

2 / 50

2. *The stress at which the extension of a material takes place more quickly as compared to the increase in load is called

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3. The maximum shear stress will always occur at

4 / 50

4. *The S.I. unit of the modulus of elasticity is

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5. *The ratio of the largest load in a test to the original cross-sectional area of the piece is called:

6 / 50

6. The number of points of contraflexture in a simply supported beam carrying udl is

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7. *Bending moment diagram of a simply supported beam having a uniformly distributed load is

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8. *The property of a material by which a body returns to its original shape after removal of the force is called

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9. Find the bending moment at the center and also find the maximum bending moment

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10. *Load required to produce unit deflection is called

11 / 50

11. If a constant section is subjected to a uniform/ pure bending moment throughout, its length bends to

12 / 50

12. *Tensile internal force tends to:

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13. Bending moment diagram of simply supported beam with a point load at the centre of the span is

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14. In a simply supported beam with span, L subjected to a point load, W at the center. Find the maximum bending moment induced in the beam

15 / 50

15. *The maximum bending moment caused by a moving load on a simply supported beam is

16 / 50

16. A column that fails primarily due to buckling is known as

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17. In simple bending theory, the assumption that a plane section before bending remains plane after bending implies that

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18. Load carrying capacity of fixed beam is

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19. The limit of proportionality depends upon

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20. The slenderness ratio of a vertical column of a square section of 2.5 cm sides and an effective length of 1.75 m is

21 / 50

21. The shear center may be defined as

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22. *A beam is said to be of uniform strength if

23 / 50

23. Which one is correct if the deflection of a beam is y

24 / 50

24. Moment of inertia of a rectangular beam bxd is

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25. *Compression members always tend to buckle in the direction of the

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26. *Determinate beam can be analyzed with the help of

27 / 50

27. *Toughness is

28 / 50

28. The slope of the curve of S.F. diagram at any section will be equal to

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29. *The relation between the radius of curvature (R), bending moment (M), and flexural rigidity (EI) is given by

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30. The bending moment acting on the plane of an element will cause the following type of stress on the plane

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31. If a cantilever beam carries a uniformly distributed load over its entire length, then the shape of the shear force diagram and bending moment diagram respectively are

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32. The moment of inertia of an area will be least with respect to

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33. *BM in a cantilever beam having a span of 1.8m and a uniformly distributed load of 4kg/m

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34. The ratio of moment of inertia of a square section to that of a circular section for a given depth is given by

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35. *The forces which meet at one point, but their lines of action do not lie in a plane, are called:

36 / 50

36. *A beam is said to be loaded in pure bending when

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37. The stress due to temperature change in a member depends on

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38. Which of the following gives Modulus of Rigidity

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39. A viscoelastic material

40 / 50

40. The actual breaking stress of a ductile material from a tension test will be

41 / 50

41. The slope of the curve of B.M. diagram at any section will be equal to

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42. *The unit failure stress is taken as :

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43. A simply supported beam of length I carries a load varying uniformly from zero at the left end to the maximum at the right end. The maximum bending moment occurs at a distance of

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44. The shear center in the case of a T-beam section is

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45. *Normal strain is defined as

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46. *In a simply supported beam subjected to a point load at the center, the maximum bending moment occurs at

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47. The diagram showing the variation of axial load along the span is called

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48. The impact tests are used to determine

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49. *Which of the following gives Bulk Modulus?

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50. A column that fails primarily due to direct stress is called

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