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

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2. The maximum deflection of a beam occurs at

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3. What is tenacity?

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4. *A tie is a member which

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

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6. The maximum bending moment in a simply supported beam loaded with a UDL of w/m having span l is

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

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

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9. If y is the deflection of the beam, then shear force is

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10. The point of contraflexure occurs in a beam

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11. An isotropic material has

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12. *Centre of gravity of a semi-circle is... above the base AB (Dia.)

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13. Point of contraflexure is a point where bending moment

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14. *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:

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15. For a beam of uniform strength if its depth is maintained constant then its width will vary in proportion to

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

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

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18. *The amount of shear force at the maximum bending moment

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19. The phenomenon of slow growth of strain under steady tensile stress, i.e., increasing with time, is called

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20. *Thrust is induced in the case of

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21. *The unit failure stress is taken as :

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

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

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25. *The product EI is called

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26. If all the dimensions of a bar are increased in the proportion n:1, the proportion with which the maximum stress produced in the prismatic bar by its own weight will increase in the ratio

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27. *Determinate beam can be analyzed with the help of

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

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

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30. The rate of change of shear force is called

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

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

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

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34. *Proof resilience is the greatest stored energy at

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

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36. The shear force on a beam is proportional to

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

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38. The value of Poisson's ratio always remains

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39. An orthotropic material has

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

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

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42. The relation between deflection (y) and bending moment (M) is

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

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

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45. The number of points of contraflexture in a simply supported beam carrying udl is

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46. *Bending moment diagram of a simply supported beam having a uniformly distributed load is

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

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48. A long vertical member subjected to an axial compressive load is called

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49. *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

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50. *The shear flow in a section can be defined as

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