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

2 / 50

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

3 / 50

3. *"If a rod is simultaneously pulled at both of its ends, it will be a case of:

4 / 50

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

5 / 50

5. *The law "Stress is proportional to strain within certain limits" is formulated by

6 / 50

6. *Which of the following gives Bulk Modulus?

7 / 50

7. *Centrifugal force is given by

8 / 50

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

9 / 50

9. *The law which states that within elastic limits strain produced is proportional to stress producing it is known as:

10 / 50

10. What is tenacity?

11 / 50

11. 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

12 / 50

12. *The ratio of change in volume to the original volume is called:

13 / 50

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

14 / 50

14. A column that fails primarily due to buckling is known as

15 / 50

15. *The ratio of the largest load in a test to the original cross-sectional area of the piece is called:

16 / 50

16. The maximum deflection of a beam occurs at

17 / 50

17. *Thrust is induced in the case of

18 / 50

18. A cantilever beam is one which is:

19 / 50

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

20 / 50

20. The difference between BM values at any two sections will be equal to

21 / 50

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

22 / 50

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

23 / 50

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

24 / 50

24. Shear strain is defined as

25 / 50

25. For a beam of uniform strength if its depth is maintained constant then its width will vary in proportion to

26 / 50

26. *The velocity of a moving body is:

27 / 50

27. A beam is supported over three rollers lying in the same plane. The beam is stable for

28 / 50

28. 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

29 / 50

29. If a constant section is subjected to a uniform/ pure bending moment throughout, its length bends to

30 / 50

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

31 / 50

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

32 / 50

32. *Short column taking maximum load having equal section

33 / 50

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

34 / 50

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

35 / 50

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

36 / 50

36. The maximum bending moment caused on a simply supported beam subjected to two equal concentrated loads (W/2) spaced at an equal distance (L/3) over the span is

37 / 50

37. *A truss is completely analyzed, when

38 / 50

38. *A beam is said to be loaded in pure bending when

39 / 50

39. 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

40 / 50

40. An isotropic material has

41 / 50

41. The expression EI(d^4y/dx^4) at any section for a beam is equal to

42 / 50

42. The rate of change of shear force is called

43 / 50

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

44 / 50

44. *Dead load of a member is the

45 / 50

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

46 / 50

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

47 / 50

47. *The product EI is called

48 / 50

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

49 / 50

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

50 / 50

50. *The slope of an elastic curve at the point of contraflexture

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