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

2 / 50

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

3 / 50

3. The impact tests are used to determine

4 / 50

4. 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

5 / 50

5. *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:

6 / 50

6. *The forces which meet at one point, but their lines of action do not lie in a plane, are called:

7 / 50

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

8 / 50

8. Euler's formula for a column of length 1, with one end fixed and other hinged is

9 / 50

9. *Normal strain is defined as

10 / 50

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

11 / 50

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

12 / 50

12. Shear force diagram for a cantilever carrying a UDL over its whole length is

13 / 50

13. *The maximum bending moment caused by a moving load on a simply supported beam is

14 / 50

14. *Dead load of a member is the

15 / 50

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

16 / 50

16. A brittle material will

17 / 50

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

18 / 50

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

19 / 50

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

20 / 50

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

21 / 50

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

22 / 50

22. *A beam is said to be of uniform strength if

23 / 50

23. *The velocity of a moving body is:

24 / 50

24. The brittle materials have low toughness because they

25 / 50

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

26 / 50

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

27 / 50

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

28 / 50

28. The maximum shear stress will always occur at

29 / 50

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

30 / 50

30. 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)

31 / 50

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

32 / 50

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

33 / 50

33. *Which of the following is dimensionless?

34 / 50

34. A brittle material has

35 / 50

35. If the Poisson's ratio of a material is 0.25, the ratio of Modulus of Rigidity to the Young's Modulus is

36 / 50

36. *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:

37 / 50

37. Find the maximum BM induced in a simply supported 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

38 / 50

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

39 / 50

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

40 / 50

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

41 / 50

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

42 / 50

42. The limit of proportionality depends upon

43 / 50

43. The section modulus of a rectangular section is proportional to

44 / 50

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

45 / 50

45. An isotropic material has

46 / 50

46. *In a simply supported beam subjected to a point load at the center, the maximum bending moment occurs at

47 / 50

47. *The inclined member carrying compressive load in the case of frames and trusses is

48 / 50

48. *A member with a cross section of a mm^2 is subjected to a force of P N. It is L mm long and of Young's Modulus, E N/mm^2. The strain will be

49 / 50

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

50 / 50

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

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