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

2 / 50

2. *Load required to produce unit deflection is called

3 / 50

3. 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

4 / 50

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

5 / 50

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

6 / 50

6. For keeping the stress wholly permissible, the load may be applied to a circular column anywhere within a concentric circle of diameter

7 / 50

7. An orthotropic material has

8 / 50

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

9 / 50

9. The value of buckling load is ... than the crushing load in the case of a long column

10 / 50

10. The number of reaction components at a hinge on rollers support is

11 / 50

11. The moment of inertia of an area will be least with respect to

12 / 50

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

13 / 50

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

14 / 50

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

15 / 50

15. *As the elastic limit reaches, tensile strain

16 / 50

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

17 / 50

17. The shear force on a beam is proportional to

18 / 50

18. *Stress in a beam due to simple bending is

19 / 50

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

20 / 50

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

21 / 50

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

22 / 50

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

23 / 50

23. A long vertical member subjected to an axial compressive load is called

24 / 50

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

25 / 50

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

26 / 50

26. Which of the following gives Modulus of Rigidity

27 / 50

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

28 / 50

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

29 / 50

29. Longitudinal cracks observed in timber beams are due to

30 / 50

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

31 / 50

31. Find the maximum SF induced in S.S beam if the beam is subjected to a point load of 4 KN at the center of the beam and the span of the beam is 4 m

32 / 50

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

33 / 50

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

34 / 50

34. Shear strain is defined as

35 / 50

35. The difference in ordinate of the shear force between any two sections is equal to the area under

36 / 50

36. The beam strongest in flexure will have the maximum

37 / 50

37. The property of material by which it can be drawn, due to tension, to a smaller section, is called

38 / 50

38. *Proof resilience is the greatest stored energy at

39 / 50

39. *Normal strain is defined as

40 / 50

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

41 / 50

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

42 / 50

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

43 / 50

43. 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

44 / 50

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

45 / 50

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

46 / 50

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

47 / 50

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

48 / 50

48. The brittle materials have low toughness because they

49 / 50

49. *Which of the following is dimensionless?

50 / 50

50. A cantilever beam is one which 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