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 diagram showing the variation of axial load along the span is called

2 / 50

2. *The ratio of change in volume to the original volume is called:

3 / 50

3. The difference between SF values at any two sections will be equal to

4 / 50

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

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

6 / 50

6. Which of the following gives Poisson's ratio?

7 / 50

7. The number of reaction components at a hinge on rollers support is

8 / 50

8. The shear force on a beam and the displacement are related by

9 / 50

9. The zone between the elastic limit and proportional limit on the elastic curve of an elastic material is known as

10 / 50

10. *The total time of collision and restitution of two bodies is called

11 / 50

11. *As the elastic limit reaches, tensile strain

12 / 50

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

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13. If the stress produced by a prismatic bar is equal to the working stress, the area of the cross-section of the prismatic bar becomes

14 / 50

14. A cantilever beam is one which is:

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15. The square root of the ratio of moment of inertia and cross-section area of the member is known as

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16. Moment of inertia of a rectangular beam bxd is

17 / 50

17. The bending moment diagram for a cantilever beam subjected to a moment at the end of the beam would be

18 / 50

18. The section modulus of a circular section about an axis through its C.G. is

19 / 50

19. *Mathematically, strain may be defined as

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20. The effective length of a column effectively held in position and restrained in direction at one end will be

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

22 / 50

22. *Which of the following gives Bulk Modulus?

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23. Load carrying capacity of fixed beam is

24 / 50

24. The maximum deflection in a cantilever beam carrying a uniformly distributed load (w) over spans is (Where L is span of beam, W is total load and EI is flexural rigidity)

25 / 50

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

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26. *The tension in a cable supporting a lift

27 / 50

27. If the value of Young's Modulus of elasticity for a material is zero, it implies that the material is

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28. *The compression test is commonly used for testing

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29. *The unit failure stress is taken as :

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30. A brittle material has

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31. *Hooke's law holds good up to:

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32. *The simple bending equation is

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33. The bending moment in a cable carrying a system of loads will be

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34. Buckling load for a given column depends upon

35 / 50

35. The value of Poisson's ratio always remains

36 / 50

36. For a beam of uniform strength if its depth is maintained constant then its width will vary in proportion to

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37. An isotropic material has

38 / 50

38. The maximum deflection of a beam occurs at

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

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

41 / 50

41. The brittle materials have low toughness because they

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42. The phenomenon of slow growth of strain under steady tensile stress, i.e., increasing with time, is called

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

44 / 50

44. *Young's modulus is the ratio of

45 / 50

45. The algebraic sum of the shear flow of a section in any direction must be equal to

46 / 50

46. Which of the following is a relatively ductile material?

47 / 50

47. *Strut is a

48 / 50

48. Find the slenderness ratio of the column of M.I. = 10000cm4, Area =100cm^2 & effective length =3.0m

49 / 50

49. The difference in ordinate of the shear force between any two sections is equal to the area under

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

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