Mechanics Of Materials & Structures Online Test - Paper 3
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Mechanics of Materials & Structures Online Test – Paper 3

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Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

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  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
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1. If magnitude and direction of a load does not change with respect to time, this type of load is called

2 / 50

2. *Thrust is induced in the case of

3 / 50

3. The brittle materials have low toughness because they

4 / 50

4. A simply supported beam of length I carries a load varying uniformly from zero at the left end to the maximum at the right end. The maximum bending moment occurs at a distance of

5 / 50

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

6 / 50

6. If the stress produced by a prismatic bar is equal to the working stress, the area of the cross-section of the prismatic bar becomes

7 / 50

7. *Proof resilience is the greatest stored energy at

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

9 / 50

9. 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°

10 / 50

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

11 / 50

11. *If a cantilever beam of 8m long has a uniformly distributed load of 2KN/m throughout the length and a 10KN point load at the center of the beam, find the moment at the center:

12 / 50

12. The value of buckling load is ... than the crushing load in the case of a long column

13 / 50

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

14 / 50

14. *Maximum bending moment occurs where

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15. The square root of the ratio of moment of inertia and cross-section area of the member is known as

16 / 50

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

17 / 50

17. The ratio of moment of inertia of a square section to that of a circular section for a given depth is given by

18 / 50

18. The maximum deflection in a cantilever beam carrying a uniformly distributed load (w) over spans is (Where L is span of beam, W is total load and EI is flexural rigidity)

19 / 50

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

20 / 50

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

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

22 / 50

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

23 / 50

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

24 / 50

24. 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

25 / 50

25. The moment of inertia of a triangular section b x h about the c-g is

26 / 50

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

27 / 50

27. The limit of proportionality depends upon

28 / 50

28. *The rate of change of shear force is called

29 / 50

29. *The simple bending equation is

30 / 50

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

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31. *In a simply supported beam with span (L) having a triangular load with its intensity 0 at both ends and W at center. The maximum BM will be

32 / 50

32. A viscoelastic material

33 / 50

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

34 / 50

34. 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

35 / 50

35. *Which of the following gives Bulk Modulus?

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36. Identify the correct relationship that exists among the modulus of elasticity (E), modulus of rigidity (N), and bulk modulus (k) is

37 / 50

37. 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

38 / 50

38. The shear force on a beam is proportional to

39 / 50

39. Which of the following gives Modulus of Rigidity

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40. *BM in a cantilever beam having a span of 1.8m and a uniformly distributed load of 4kg/m

41 / 50

41. *The bending moment at a section tends to bend or deflect the beam and internal stresses resist its bending. The resistance offered by the internal stress to the bending, is called:

42 / 50

42. *Which of the following gives Modulus of Elasticity

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

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44. Centrifugal force acts away from the center of the path while centripetal force

45 / 50

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

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46. A shear force diagram of a simply supported beam shows constant shear force throughout the span. It is subjected to

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

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48. An orthotropic material has

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49. *Hooke's law holds good up to:

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

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