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

2 / 50

2. The maximum bending moment in a simply supported beam loaded with a UDL of w/m having span l is

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3. Along the neutral axis of a simply supported beam

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4. *The velocity of a moving body is:

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5. *The amount of shear force at the maximum bending moment

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6. Point of contraflexure is a point where bending moment

7 / 50

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

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

9 / 50

9. In an I section, almost all the shear force is taken by

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10. The expression EI(d^4y/dx^4) at any section for a beam is equal to

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

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12. *Maximum deflection of a simply supported beam subjected to concentrated load (w) at the mid-point is

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

14 / 50

14. *Maximum bending moment occurs where

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15. Centrifugal force acts away from the center of the path while centripetal force

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

17 / 50

17. *The simple bending equation is

18 / 50

18. *Young's modulus is the ratio of

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

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20. *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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21. Moment of inertia of a rectangular beam bxd is

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22. For a column of given material, the Rankine's constant depends on

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23. The radius of gyration of a rectangular section is not proportional to

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24. Identify the correct relationship that exists among the modulus of elasticity (E), modulus of rigidity (N), and bulk modulus (k) is

25 / 50

25. The maximum bending moment caused by a moving load on a fixed-end beam occurs

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26. *Tensile internal force tends to:

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27. According to Hook's law, which one is correct?

28 / 50

28. The stress necessary to initiate yielding is considerably

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

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30. For a column, with both ends fixed, the crippling load will be equal to

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31. The beam strongest in flexure will have the maximum

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32. A beam simply supported at ends is subjected to load. The maximum bending moment is located where

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

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34. A section of a beam is said to be in pure bending if it is subjected to

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35. *A point where SF is zero, BM is

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36. Buckling load for a given column depends upon

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37. *Toughness is

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38. *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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39. The ratio of elongations of a conical bar due to its own weight and that of a prismatic bar of the same length is

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40. Which of the following end conditions permits the displacement in any direction and also rotation

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

42 / 50

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

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43. *Normal strain is defined as

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

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45. Maximum bending moment occurs at the center if the simply supported beam is subjected to

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46. What is strain energy?

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47. 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)

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48. The reaction at end A of the beam shown is

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49. A beam is supported over three rollers lying in the same plane. The beam is stable for

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50. The maximum number of transverse shear forces possible at one end of an element of a plane truss are

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