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. The slenderness ratio of a vertical column of a square section of 2.5 cm sides and an effective length of 1.75 m is

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

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3. In an I section, almost all the shear force is taken by

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4. 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°

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5. *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

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6. Which of the following end conditions permits the displacement in any direction and also rotation

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

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8. *The simple bending equation is

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

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

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12. *The velocity of a moving body is:

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

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14. The number of reaction components at a hinge on rollers support is

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

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16. Shear strain is defined as

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17. The limit of proportionality depends upon

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18. In simple bending theory, the assumption that a plane section before bending remains plane after bending implies that

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19. *The tension in a cable supporting a lift

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

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

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

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23. Find the maximum BM 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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24. For a column, with both ends fixed, the crippling load will be equal to

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25. *A point where SF is zero, BM is

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

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27. In a beam, the neutral plane

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28. A brittle material has

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

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30. *The law which states that within elastic limits strain produced is proportional to stress producing it is known as:

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

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32. The crippling load for column of length 1, with one end fixed and the other end free is

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33. *Thrust is induced in the case of

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34. *Stress may be defined as force

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

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

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37. *Centrifugal force is given by

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

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39. *The shear force and bending moment are related by

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40. *Which of the following gives Bulk Modulus?

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41. *The ratio of change in volume to the original volume is called:

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

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43. *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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44. Which of the following gives Poisson's ratio?

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

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46. The moment of inertia of a rectangular (Bx D) section about its base is

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47. Point of contraflexure is a point where bending moment

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

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

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50. *The Young's Modulus of elasticity is defined as the ratio of stress & strain within the

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