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 moment of inertia of a triangular section b x h about the base is

2 / 50

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

3 / 50

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

4 / 50

4. The shear center may be defined as

5 / 50

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

6 / 50

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

7 / 50

7. The point of contraflexure occurs in a beam

8 / 50

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

9 / 50

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

10 / 50

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

11 / 50

11. 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

12 / 50

12. The slenderness ratio of a vertical column of square cross-section of 10 cm side and 500 cm long is

13 / 50

13. The bending moment in a cable carrying a system of loads will be

14 / 50

14. Maximum bending moment occurs at the center if the simply supported beam is subjected to

15 / 50

15. Shear strain is defined as

16 / 50

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

17 / 50

17. Permanent set is

18 / 50

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

19 / 50

19. 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:-

20 / 50

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

21 / 50

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

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. The stress in the member subjected to a force is

24 / 50

24. 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

25 / 50

25. 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

26 / 50

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

27 / 50

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

28 / 50

28. The crippling load for column of length 1, with one end fixed and the other end free is

29 / 50

29. A viscoelastic material

30 / 50

30. A brittle material will

31 / 50

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

32 / 50

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

33 / 50

33. *The total time of collision and restitution of two bodies is called

34 / 50

34. A brittle material has

35 / 50

35. A Prismatic bar when subjected to pure bending assumes the shape of

36 / 50

36. *The maximum deflection of a simply supported beam subjected to a concentrated load (W) at the midpoint is

37 / 50

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

38 / 50

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

39 / 50

39. *Dead load of a member is the

40 / 50

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

41 / 50

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

42 / 50

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

43 / 50

43. What is strain energy?

44 / 50

44. The variation of the bending moment in the segment of a beam where no external load is present is

45 / 50

45. *As the elastic limit reaches, tensile strain

46 / 50

46. Centrifugal force acts at a curve

47 / 50

47. 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)

48 / 50

48. *A simply supported beam as shown in the fig. carries 10 t of load. What will be the reaction at point B ?

49 / 50

49. 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

50 / 50

50. The property of material by which it can be beaten or rolled into plates 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
Inline Feedbacks
View all comments
Scroll to Top