Mechanics Of Materials & Structures Online Test - Paper 3
GK Aim: A Treasure of MCQs

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. The stress necessary to initiate yielding is considerably

2 / 50

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

3 / 50

3. *Which of the following gives Modulus of Elasticity

4 / 50

4. 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)

5 / 50

5. The maximum deflection in a cantilever beam carrying a concentrated load 'w' at the free end is (Where L is span of bean, W is total load and EI is flexural rigidity)

6 / 50

6. *Load required to produce unit deflection is called

7 / 50

7. *A truss is completely analyzed, when

8 / 50

8. *Which of the following gives Bulk Modulus?

9 / 50

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

10 / 50

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

11 / 50

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

12 / 50

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

13 / 50

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

14 / 50

14. The limit of proportionality depends upon

15 / 50

15. Permanent set is

16 / 50

16. A perfectly elastic body is

17 / 50

17. The ratio of elongations of a conical bar due to its own weight and that of a prismatic bar of the same length is

18 / 50

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

19 / 50

19. *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:

20 / 50

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

21 / 50

21. *The maximum bending moment in a simply supported beam UDL is applied

22 / 50

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

23 / 50

23. *The amount of shear force at the maximum bending moment

24 / 50

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

25 / 50

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

26 / 50

26. *The compression test is commonly used for testing

27 / 50

27. *Find the maximum bending moment in a simply supported beam loaded with a UDL of 2 t/m having a span of 4m

28 / 50

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

29 / 50

29. Find the value of thrust, if the member (beam) is subjected to an inclined force having a magnitude of 5 kN and an inclination with the vertical of 30°

30 / 50

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

31 / 50

31. A viscoelastic material

32 / 50

32. *The unit failure stress is taken as :

33 / 50

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

34 / 50

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

35 / 50

35. Moment of inertia of a rectangular beam bxd is

36 / 50

36. If the elasticity of the material is zero then the material is said to be

37 / 50

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

38 / 50

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

39 / 50

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

40 / 50

40. 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

41 / 50

41. Which of the following materials will have the highest Young's Modulus?

42 / 50

42. *The ratio of the intensity of stress in a case of a suddenly loaded to that of gradually applied load is

43 / 50

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

44 / 50

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

45 / 50

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

46 / 50

46. *The property of a material by which a body returns to its original shape after removal of the force is called

47 / 50

47. *Dead load of a member is the

48 / 50

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

49 / 50

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

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