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

2 / 50

2. *Fatigue is the failure of a material under:

3 / 50

3. The shear force on a beam is proportional to

4 / 50

4. A beam simply supported at ends is subjected to load. The maximum bending moment is located where

5 / 50

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

6 / 50

6. The actual breaking stress of a ductile material from a tension test will be

7 / 50

7. *Which of the following gives Modulus of Elasticity

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

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9. *A member with a cross section of a mm^2 is subjected to a force of P N. It is L mm long and of Young's Modulus, E N/mm^2. The strain will be

10 / 50

10. According to Hook's law, which one is correct?

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11. *The relation between the radius of curvature (R), bending moment (M), and flexural rigidity (EI) is given by

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

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13. A column that fails primarily due to direct stress is called

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14. The zone between the elastic limit and proportional limit on the elastic curve of an elastic material is known as

15 / 50

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

16 / 50

16. The variation of the bending moment in the portion of the beam carrying a linearly varying load is

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17. 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°

18 / 50

18. The shear center may be defined as

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19. *Proof resilience is the greatest stored energy at

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

21 / 50

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

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22. Effective length of column fixed at one end and hinged at the other end is

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23. *Thrust is induced in the case of

24 / 50

24. Moment of inertia of a rectangular beam bxd is

25 / 50

25. 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)

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

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27. A member that is subjected to reversible tensile or compressible stress may fail at a stress lower than the ultimate stress of the material. The property of the metal is called

28 / 50

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

29 / 50

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

30 / 50

30. A beam of uniform strength will have at every cross-section the same

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31. *The variation of the bending moment in the segment of a beam where the load is uniformly distributed is

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32. *The maximum bending moment in a simply supported beam UDL is applied

33 / 50

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

34 / 50

34. How does Young's Modulus vary with an increase in temperature?

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35. For keeping the stress wholly permissible, the load may be applied to a circular column anywhere within a concentric circle of diameter

36 / 50

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

37 / 50

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

38 / 50

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

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39. The ratio of elongations of a conical bar due to its own weight and that of a prismatic bar of the same length is

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40. The bending moment diagram for a cantilever beam subjected to a moment at the end of the beam would be

41 / 50

41. The maximum shear stress will always occur at

42 / 50

42. *Young's modulus is the ratio of

43 / 50

43. Point of contraflexure is a point where bending moment

44 / 50

44. The property of material by which it can be drawn, due to tension, to a smaller section, is called

45 / 50

45. *As the elastic limit reaches, tensile strain

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46. *The unit failure stress is taken as :

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47. In rectangular column having cross section b X h, the core is

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48. *When the equal and opposite forces are applied to a body, tending to elongate it, then the stress produced is called

49 / 50

49. 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

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50. Which of the following gives Modulus of Rigidity

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