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. 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

2 / 50

2. *Compression members always tend to buckle in the direction of the

3 / 50

3. For a beam of uniform strength if its depth is maintained constant then its width will vary in proportion to

4 / 50

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

5 / 50

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

6 / 50

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

7 / 50

7. 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

8 / 50

8. *Load required to produce unit deflection is called

9 / 50

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

10 / 50

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

11 / 50

11. 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)

12 / 50

12. What is strain energy?

13 / 50

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

14 / 50

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

15 / 50

15. A member that is subjected to reversible tensile or compressible stress may fail at a stress lower than the ultimate stress of the material. The property of the metal is called

16 / 50

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

17 / 50

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

18 / 50

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

19 / 50

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

20 / 50

20. 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

21 / 50

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

22 / 50

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

23 / 50

23. The square root of the ratio of moment of inertia and cross-section area of the member is known as

24 / 50

24. In simple bending theory, the assumption that a plane section before bending remains plane after bending implies that

25 / 50

25. 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

26 / 50

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

27 / 50

27. *The shear force and bending moment are related by

28 / 50

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

29 / 50

29. A perfectly elastic body is

30 / 50

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

31 / 50

31. Which of the following gives Modulus of Rigidity

32 / 50

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

33 / 50

33. In a continuous beam, the point where bending moment changes sign is called

34 / 50

34. *A member which does not regain its original shape after the load producing deformation is removed, is said to be:

35 / 50

35. *The bending moment at a section tends to bend or deflect the beam and internal stresses resist its bending. The resistance offered by the internal stress to the bending, is called:

36 / 50

36. *"A simply supported beam of span L carries a uniformly distributed load W. The maximum bending moment, M is:

37 / 50

37. *If a cantilever beam of 8m long has a uniformly distributed load of 2KN/m throughout the length and a 10KN point load at the center of the beam, find the moment at the center:

38 / 50

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

39 / 50

39. The c.g. of a semi-circular arc is

40 / 50

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

41 / 50

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

42 / 50

42. *Young's modulus is the ratio of

43 / 50

43. If the value of Young's Modulus of elasticity for a material is zero, it implies that the material is

44 / 50

44. *Which of the following gives Bulk Modulus?

45 / 50

45. Effective length of column fixed at one end and hinged at the other end is

46 / 50

46. The moment of inertia of a rectangular (Bx D) section about its base is

47 / 50

47. *The tension in a cable supporting a lift

48 / 50

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

49 / 50

49. Load carrying capacity of fixed beam is

50 / 50

50. *When the equal and opposite forces are applied to a body, tending to elongate it, then the stress produced is called

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