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. Shear strain is defined as

2 / 50

2. The impact tests are used to determine

3 / 50

3. An isotropic material has

4 / 50

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

5 / 50

5. 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

6 / 50

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

7 / 50

7. *The shear force in a concrete beam is assumed to act

8 / 50

8. *The unit failure stress is taken as :

9 / 50

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

10 / 50

10. *Proof resilience is the greatest stored energy at

11 / 50

11. The moment of inertia of a triangular section b x h about the c-g is

12 / 50

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

13 / 50

13. A cantilever beam is one which is:

14 / 50

14. *The simple bending equation is

15 / 50

15. In a beam where shear force is maximum, the bending moment will be

16 / 50

16. A beam of uniform strength will have at every cross-section the same

17 / 50

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

18 / 50

18. The maximum shear stress will always occur at

19 / 50

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

20 / 50

20. The beam strongest in flexure will have the maximum

21 / 50

21. A beam fixed at both ends with a central load W in the middle will have zero bending moment

22 / 50

22. *Tensile internal force tends to:

23 / 50

23. In the case of a simply supported beam subjected to UDL, the maximum shear force occurs at a point

24 / 50

24. *The tension in a cable supporting a lift

25 / 50

25. *As the elastic limit reaches, tensile strain

26 / 50

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

27 / 50

27. Centrifugal force acts at a curve

28 / 50

28. The diagram showing the variation of axial load along the span is called

29 / 50

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

30 / 50

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

31 / 50

31. *The law which states that within elastic limits strain produced is proportional to stress producing it is known as:

32 / 50

32. If a material has identical properties in all directions, it is said to be

33 / 50

33. The brittle materials have low toughness because they

34 / 50

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

35 / 50

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

36 / 50

36. The slope of the curve of S.F. diagram at any section will be equal to

37 / 50

37. If a constant section is subjected to a uniform/ pure bending moment throughout, its length bends to

38 / 50

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

39 / 50

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

40 / 50

40. The shear force on a beam is proportional to

41 / 50

41. 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

42 / 50

42. A simply supported beam of length I carries a load varying uniformly from zero at the left end to the maximum at the right end. The maximum bending moment occurs at a distance of

43 / 50

43. *The product EI is called

44 / 50

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

45 / 50

45. Strain energy of a member may be defined as work done on it

46 / 50

46. In a beam, the neutral plane

47 / 50

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

48 / 50

48. *The phenomenon of decreased resistance of material due to the reversal of stress is called

49 / 50

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

50 / 50

50. The shear center may be defined as

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