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

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2. *The stress at which the extension of a material takes place more quickly as compared to the increase in load is called

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

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4. *Dead load of a member is the

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

6 / 50

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

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7. The maximum bending moment caused on a simply supported beam subjected to two equal concentrated loads (W/2) spaced at an equal distance (L/3) over the span is

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

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9. *The maximum bending moment caused by a moving load on a simply supported beam is

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

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

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12. *Stress may be defined as force

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13. *In a simply supported beam subjected to a point load at the center, the maximum bending moment occurs at

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

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

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16. 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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17. The difference in ordinate of the shear force between any two sections is equal to the area under

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

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19. *The tension in a cable supporting a lift

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

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21. The beam strongest in flexure will have the maximum

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22. Shear strain is defined as

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23. 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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24. A perfectly elastic body is

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25. In a beam, the neutral plane

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26. *The shear force in a concrete beam is assumed to act

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

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28. The difference between SF values at any two sections will be equal to

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

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

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31. *If the shear force along a section of a beam is zero, the bending moment at the section is:

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32. Which of the following materials will have the highest Young's Modulus?

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33. Shape of the bending moment diagram for a simply supported beam having a point load at the center is

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

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

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36. If the stress produced by a prismatic bar is equal to the working stress, the area of the cross-section of the prismatic bar becomes

37 / 50

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

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38. Rate of change of bending moment is equal to

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39. *A cable subjected to U.D.L. over its entire span assumes a shape of

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40. *The compression test is commonly used for testing

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41. Point of contraflexure is a point where bending moment

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

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

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44. The effective length of a column if both ends are hinged

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

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46. An isotropic material has

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

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

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49. *BM in a cantilever beam having a span of 1.8m and a uniformly distributed load of 4kg/m

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

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