Mechanics Of Materials & Structures Online Test - Paper 3
GKaim: Measure | Improve | Achieve

Mechanics of Materials & Structures Online Test – Paper 3

0%
Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

This is a FREE online test. Beware of scammers who ask for money to attend this test.

Get fresh, new questions in each attempt.

  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
  • Do not refresh the page!
  • 👍 All the best!

1 / 50

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

2 / 50

2. *The simple bending equation is

3 / 50

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

4 / 50

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

5 / 50

5. *Strut is a

6 / 50

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

7 / 50

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

8 / 50

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

9 / 50

9. *If a beam is loaded transversely, the maximum compressive stress develops on

10 / 50

10. *The product EI is called

11 / 50

11. Shear strain is defined as

12 / 50

12. Load carrying capacity of fixed beam is

13 / 50

13. *The maximum deflection of a simply supported beam subjected to a concentrated load (W) at the midpoint is

14 / 50

14. An orthotropic material has

15 / 50

15. The limit of proportionality depends upon

16 / 50

16. The maximum shear stress will always occur at

17 / 50

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

18 / 50

18. *The critical bending moment caused in a fixed end beam loaded with a uniformly distributed load (W = wL) throughout is

19 / 50

19. The stress necessary to initiate yielding is considerably

20 / 50

20. *Young's modulus is the ratio of

21 / 50

21. *The unit failure stress is taken as :

22 / 50

22. The maximum bending moment caused by a moment M applied at a distance 'a' from one end on a simply supported beam is.... (where L=span, a>L/2)

23 / 50

23. *In a simply supported beam with span (L) having a triangular load with its intensity 0 at both ends and W at center. The maximum BM will be

24 / 50

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

25 / 50

25. *Stress may be defined as force

26 / 50

26. The ratio of the effective length of a column and the minimum radius of gyration of its cross-sectional area is known as

27 / 50

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

28 / 50

28. Shape of the bending moment diagram for a simply supported beam having a point load at the center is

29 / 50

29. The number of reaction components at a hinged end of a general loading is

30 / 50

30. The brittle materials have low toughness because they

31 / 50

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

32 / 50

32. The diagram showing the variation of BM along the span of the beam is called

33 / 50

33. Longitudinal cracks observed in timber beams are due to

34 / 50

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

35 / 50

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

36 / 50

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

37 / 50

37. "When a rectangular beam is loaded transversely the maximum compressive stress is developed on the :

38 / 50

38. *The shear flow in a section can be defined as

39 / 50

39. The effective length of a column if both ends are hinged

40 / 50

40. 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

41 / 50

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

42 / 50

42. 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

43 / 50

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

44 / 50

44. Centrifugal force acts at a curve

45 / 50

45. A perfectly elastic body is

46 / 50

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

47 / 50

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

48 / 50

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

49 / 50

49. In a beam, the neutral plane

50 / 50

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

Please provide accurate information so we can send your Achievement Certificate by mail.

Your score is

Share your achievement!

LinkedIn Facebook
0%

Please provide your feedback.

Thank you for your valuable feedback.

Subscribe
Notify of
guest
0 Comments
Scroll to Top