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

2 / 50

2. *If the shear force along a section of a beam is zero, the bending moment at the section is:

3 / 50

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

4 / 50

4. The rate of change of shear force is called

5 / 50

5. *Centre of gravity of a semi-circle is... above the base AB (Dia.)

6 / 50

6. Find the maximum BM 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:-

7 / 50

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

8 / 50

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

9 / 50

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

10 / 50

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

11 / 50

11. *Proof resilience is the greatest stored energy at

12 / 50

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

13 / 50

13. If α is the coefficient of linear expansion, T is the rise in temperature, then thermal stress is given by

14 / 50

14. 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)

15 / 50

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

16 / 50

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

17 / 50

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

18 / 50

18. The shear center may be defined as

19 / 50

19. A cantilever beam of span 4m and carrying a point load of 10 kN located at 3m from the fixed end. Find the BM at the fixed and free end

20 / 50

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

21 / 50

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

22 / 50

22. *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:

23 / 50

23. The brittle materials have low toughness because they

24 / 50

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

25 / 50

25. The region of c/s of a column in which compressive load may be applied without producing tensile load is known as

26 / 50

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

27 / 50

27. 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

28 / 50

28. The number of points of contraflexture in a simply supported beam carrying udl is

29 / 50

29. Permanent set is

30 / 50

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

31 / 50

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

32 / 50

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

33 / 50

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

34 / 50

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

35 / 50

35. If a cantilever beam carries a uniformly distributed load over its entire length, then the shape of the shear force diagram and bending moment diagram respectively are

36 / 50

36. The shear force on a beam is proportional to

37 / 50

37. *Moment of inertia of an object having rectangular section of 'b' as width and 'd' as depth is given by:

38 / 50

38. *Load required to produce unit deflection is called

39 / 50

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

40 / 50

40. Shape of the bending moment diagram for a simply supported beam having a point load at the center is

41 / 50

41. What is tenacity?

42 / 50

42. *As the elastic limit reaches, tensile strain

43 / 50

43. A perfectly elastic body is

44 / 50

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

45 / 50

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

46 / 50

46. *Centrifugal force is given by

47 / 50

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

48 / 50

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

49 / 50

49. An isotropic material has

50 / 50

50. The method of increasing fatigue resistance by overstressing the metal by successively increasing the loading is known 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