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

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

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3. 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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4. *Which of the following is dimensionless?

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5. A shear force diagram of a simply supported beam shows constant shear force throughout the span. It is subjected to

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6. The maximum deflection in a cantilever beam carrying a concentrated load 'w' at the free end is (Where L is span of bean, W is total load and EI is flexural rigidity)

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7. The algebraic sum of the shear flow of a section in any direction must be equal to

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

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

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10. What is tenacity?

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

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

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13. The beam strongest in flexure will have the maximum

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14. The slenderness ratio of a vertical column of square cross-section of 10 cm side and 500 cm long is

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

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16. The safe value of stress below which the material will not fail when subjected to a reversal of stress is known as

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

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

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19. *Which of the following sections is the most efficient in carrying bending moments

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20. *Normal strain is defined as

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

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22. *Maximum bending moment occurs where

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23. *A beam is said to be of uniform strength if

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24. *The rate of change of shear force is called

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

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26. In a fixed beam, the points of contraflexure,

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27. *The velocity of a moving body is:

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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. The impact tests are used to determine

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

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

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33. The point of contraflexure occurs in a beam

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

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35. *The compression test is commonly used for testing

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

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37. The bending moment acting on the plane of an element will cause the following type of stress on the plane

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38. *Toughness is

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39. *Stress may be defined as force

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40. The slope of the curve of B.M. diagram at any section will be equal to

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

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42. *Dead load of a member is the

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

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

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

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

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48. Along the neutral axis of a simply supported beam

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49. The section modulus of a rectangular section is proportional to

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

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