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%
  • Randomization: Yes
  • Certificate: Yes
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1. If the Poisson's ratio of a material is 0.25, the ratio of Modulus of Rigidity to the Young's Modulus is

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2. The maximum deflection of a beam occurs at

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3. *Which of the following gives Bulk Modulus?

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4. *Young's modulus is the ratio of

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

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6. Point of contraflexure is a point where bending moment

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7. *The product EI is called

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

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

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10. *Strut is a

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11. The c.g. of a semi-circular arc is

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

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

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

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

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16. The diagram showing the variation of BM along the span of the beam is called

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

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18. The maximum shear stress will always occur at

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

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

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

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

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23. Which of the following gives Poisson's ratio?

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24. *The total time of collision and restitution of two bodies is called

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

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26. The brittle materials have low toughness because they

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

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28. The property of material by which it can be beaten or rolled into plates is called

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29. *A diagram that shows the variation of axial force

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

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31. Normally, the numerical value of Poisson's is

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

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33. *Thrust is induced in the case of

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

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

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36. At the point of application of concentrated load on a beam, there is

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

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

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

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

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

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

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43. *As per the elastic theory of design, the factor of safety is the ratio of

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44. 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

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45. A Prismatic bar when subjected to pure bending assumes the shape of

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46. A cantilever beam is the one which is supported with

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47. Which of the following gives Modulus of Rigidity

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48. *Normal strain is defined as

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

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50. 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

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