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 point where SF is zero, BM is

2 / 50

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

3 / 50

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

4 / 50

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

5 / 50

5. In rectangular column having cross section b X h, the core is

6 / 50

6. The equivalent length of column fixed at one end and free at the other end is

7 / 50

7. The maximum bending moment caused by a large number of equally spaced identical loads on a simply supported beam is (W = wL)

8 / 50

8. What is strain energy?

9 / 50

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

10 / 50

10. A brittle material has

11 / 50

11. *The variation of the bending moment in the segment of a beam where the load is uniformly distributed is

12 / 50

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

13 / 50

13. *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:

14 / 50

14. A viscoelastic material

15 / 50

15. *Tensile internal force tends to:

16 / 50

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

17 / 50

17. Load carrying capacity of fixed beam is

18 / 50

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

19 / 50

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

20 / 50

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

21 / 50

21. 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

22 / 50

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

23 / 50

23. The maximum deflection of a simply supported beam subjected to a uniformly distributed load (w) over the span is

24 / 50

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

25 / 50

25. *Stress may be defined as force

26 / 50

26. An orthotropic material has

27 / 50

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

28 / 50

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

29 / 50

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

30 / 50

30. *The tension in a cable supporting a lift

31 / 50

31. *Which of the following gives Bulk Modulus?

32 / 50

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

33 / 50

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

34 / 50

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

35 / 50

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

36 / 50

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

37 / 50

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

38 / 50

38. The limit of proportionality depends upon

39 / 50

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

40 / 50

40. The point of contraflexure occurs in a beam

41 / 50

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

42 / 50

42. Moment of inertia of a rectangular beam bxd is

43 / 50

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

44 / 50

44. The stress in the member subjected to a force is

45 / 50

45. *Strut is a

46 / 50

46. The shear center may be defined as

47 / 50

47. The relation between deflection (y) and bending moment (M) is

48 / 50

48. Find the maximum SF induced in a cantilever beam subjected to a point load of 10 KN and a length of the beam is 10 m. The load is located at a distance of 3 m from the free end

49 / 50

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

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

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