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. If y is the deflection of the beam, then shear force is

2 / 50

2. Centrifugal force acts at a curve

3 / 50

3. *Fatigue is the failure of a material under:

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4. The moment of inertia of a square section is given by

5 / 50

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

6 / 50

6. *The magnitude of a shear force at a distance of L/4 from either end of a simply supported beam with load P applied at midspan is equal to:

7 / 50

7. *Young's modulus is the ratio of

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8. Find the elongation of a bar if c/s area of the bar is A, length 1, applied load p, modulus of elasticity of material is E

9 / 50

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

10 / 50

10. *Stress in a beam due to simple bending is

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11. *Moment of inertia of an object having rectangular section of 'b' as width and 'd' as depth is given by:

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12. The maximum bending moment caused on a simply supported beam subjected to two equal concentrated loads (W/2) spaced at an equal distance (L/3) over the span is

13 / 50

13. What is tenacity?

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14. *If the shear force along a section of a beam is zero, the bending moment at the section is:

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15. In the case of an H section, the maximum shear stress will occur at

16 / 50

16. A shear force diagram of a simply supported beam shows constant shear force throughout the span. It is subjected to

17 / 50

17. The shear force on a beam is proportional to

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18. In a beam, the neutral plane

19 / 50

19. The variation of the bending moment in the portion of the beam carrying a linearly varying load is

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

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21. The strain energy stored by a member when strained within the elastic limit is known as

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22. The safe value of stress below which the material will not fail when subjected to a reversal of stress is known as

23 / 50

23. *Centrifugal force is given by

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24. A brittle material has

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25. The property of material by which it can be drawn, due to tension, to a smaller section, is called

26 / 50

26. *The rate of change of shear force is called

27 / 50

27. *The product EI is called

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

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29. *Tensile internal force tends to:

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30. *"If a rod is simultaneously pulled at both of its ends, it will be a case of:

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31. *Dead load of a member is the

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32. *The centre of gravity of a triangle is at the point where three

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33. *Which of the following sections is the most efficient in carrying bending moments

34 / 50

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

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

36 / 50

36. A cantilever beam is the one which is supported with

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37. *Toughness is

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

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39. The method of increasing fatigue resistance by overstressing the metal by successively increasing the loading is known as

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40. If all the dimensions of a bar are increased in the proportion n:1, the proportion with which the maximum stress produced in the prismatic bar by its own weight will increase in the ratio

41 / 50

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

42 / 50

42. The beam strongest in flexure will have the maximum

43 / 50

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

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44. An isotropic material has

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

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46. 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

47 / 50

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

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48. The property of material by which it can be beaten or rolled into plates is called

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49. The maximum shear stress will always occur at

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50. The limit of proportionality depends upon

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