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 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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2. A viscoelastic material

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3. A perfectly elastic body is

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4. *Compression members always tend to buckle in the direction of the

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

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6. 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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7. The shear center in the case of a T-beam section is

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8. Which of the following is a relatively ductile material?

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9. *Thrust is induced in the case of

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

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

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12. If the length of a simply supported beam carrying a concentrated load at the center is doubled, the deflection at the center will become

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

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15. The radius of gyration of a rectangular section is not proportional to

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

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17. The moment of inertia of an area will be least with respect to

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

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19. *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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20. 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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21. *The unit failure stress is taken as :

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22. *"A simply supported beam of span L carries a uniformly distributed load W. The maximum bending moment, M is:

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

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

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25. *Strut is a

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

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

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

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29. The point of contraflexure occurs in a beam

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

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31. The maximum bending moment caused by a moment M applied at a distance 'a' from one end on a simply supported beam is.... (where L=span, a>L/2)

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32. The moment of inertia of a square section is given by

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

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

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35. *Stress may be defined as force

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36. *A truss is completely analyzed, when

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

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

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39. *The compression test is commonly used for testing

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40. A brittle material has

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41. A column that fails primarily due to buckling is known as

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42. The reaction at end A of the beam shown is

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

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44. The rate of change of shear force is called

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

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46. The difference between BM values at any two sections will be equal to

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47. *Which of the following gives Bulk Modulus?

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48. Point of contraflexure is a point where bending moment

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49. *The critical bending moment caused in a fixed end beam loaded with a uniformly distributed load (W = wL) throughout is

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50. *The law "Stress is proportional to strain within certain limits" is formulated by

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