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. *Which of the following gives Modulus of Elasticity

2 / 50

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

3 / 50

3. 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:-

4 / 50

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

5 / 50

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

6 / 50

6. *Strut is a

7 / 50

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

8 / 50

8. Shear strain is defined as

9 / 50

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

10 / 50

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

11 / 50

11. *The product EI is called

12 / 50

12. In the case of a simply supported beam subjected to UDL, the maximum shear force occurs at a point

13 / 50

13. 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

14 / 50

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

15 / 50

15. *Dead load of a member is the

16 / 50

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

17 / 50

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

18 / 50

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

19 / 50

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

20 / 50

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

21 / 50

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

22 / 50

22. *As the elastic limit reaches, tensile strain

23 / 50

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

24 / 50

24. Permanent set is

25 / 50

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

26 / 50

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

27 / 50

27. 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°

28 / 50

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

29 / 50

29. *The maximum BM produced in a simply supported beam having a span of 4 m and subjected to a UDL of 10 kN/m

30 / 50

30. In an I section, almost all the shear force is taken by

31 / 50

31. *Centrifugal force is given by

32 / 50

32. *A truss is completely analyzed, when

33 / 50

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

34 / 50

34. The crippling load for a column with both ends hinged is

35 / 50

35. The point of contraflexure occurs in a beam

36 / 50

36. *Proof resilience is the greatest stored energy at

37 / 50

37. If magnitude and direction of a load does not change with respect to time, this type of load is called

38 / 50

38. *In the case of a fixed beam loaded at a point at its center, the number of points at which BM is zero

39 / 50

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

40 / 50

40. Centrifugal force acts at a curve

41 / 50

41. Rate of change of bending moment is equal to

42 / 50

42. *Which of the following gives Bulk Modulus?

43 / 50

43. The limit of proportionality depends upon

44 / 50

44. The stress due to temperature change in a member depends on

45 / 50

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

46 / 50

46. *The simple bending equation is

47 / 50

47. For a column of given material, the Rankine's constant depends on

48 / 50

48. Find the bending moment at the center and also find the maximum bending moment

49 / 50

49. Load carrying capacity of fixed beam is

50 / 50

50. The section modulus of a circular section about an axis through its C.G. 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