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 SF induced in S.S 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

2 / 50

2. 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°

3 / 50

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

4 / 50

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

5 / 50

5. Find the slenderness ratio of the column of M.I. = 10000cm4, Area =100cm^2 & effective length =3.0m

6 / 50

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

7 / 50

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

8 / 50

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

9 / 50

9. *A cable subjected to U.D.L. over its entire span assumes a shape of

10 / 50

10. A brittle material will

11 / 50

11. *Proof resilience is the greatest stored energy at

12 / 50

12. Longitudinal cracks observed in timber beams are due to

13 / 50

13. "When a rectangular beam is loaded transversely the maximum compressive stress is developed on the :

14 / 50

14. The bending moment acting on the plane of an element will cause the following type of stress on the plane

15 / 50

15. *Stress in a beam due to simple bending is

16 / 50

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

17 / 50

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

18 / 50

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

19 / 50

19. If the value of Young's Modulus of elasticity for a material is zero, it implies that the material is

20 / 50

20. *Tensile internal force tends to:

21 / 50

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

22 / 50

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

23 / 50

23. What is strain energy?

24 / 50

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

25 / 50

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

26 / 50

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

27 / 50

27. 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

28 / 50

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

29 / 50

29. A brittle material has

30 / 50

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

31 / 50

31. 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

32 / 50

32. *As the elastic limit reaches, tensile strain

33 / 50

33. *Which of the following sections is the most efficient in carrying bending moments

34 / 50

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

35 / 50

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

36 / 50

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

37 / 50

37. Along the neutral axis of a simply supported beam

38 / 50

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

39 / 50

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

40 / 50

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

41 / 50

41. 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

42 / 50

42. Load carrying capacity of fixed beam is

43 / 50

43. Bending moment diagram of simply supported beam with a point load at the centre of the span is

44 / 50

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

45 / 50

45. *The unit failure stress is taken as :

46 / 50

46. Buckling load for a given column depends upon

47 / 50

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

48 / 50

48. An isotropic material has

49 / 50

49. In a fixed beam, the points of contraflexure,

50 / 50

50. The point of contraflexure occurs in a beam

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