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 point of contraflexure occurs in a beam

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2. A cantilever beam is one which is:

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

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4. Point of contraflexure is a point where bending moment

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

6 / 50

6. *The phenomenon of decreased resistance of material due to the reversal of stress is called

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7. *As the elastic limit reaches, tensile strain

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

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

10 / 50

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

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

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12. If a constant section is subjected to a uniform/ pure bending moment throughout, its length bends to

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

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14. What is tenacity?

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15. *Toughness is

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

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17. Find the elongation of a bar if c/s area of the bar is A, length 1, applied load p, modulus of elasticity of material is E

18 / 50

18. An isotropic material has

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

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20. Permanent set is

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21. 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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22. The value of buckling load is ... than the crushing load in the case of a long column

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

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

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25. Maximum bending moment occurs at the center if the simply supported beam is subjected to

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

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

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

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30. A cantilever beam of span 4m and carrying a point load of 10 kN located at 3m from the fixed end. Find the BM at the fixed and free end

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31. Rate of change of bending moment is equal to

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32. Bending moment diagram of simply supported beam with a point load at the centre of the span is

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33. *The simple bending equation is

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34. *The maximum BM produced in a simply supported beam having a span of 4 m and subjected to a UDL of 10 kN/m

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

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36. A beam is supported over three rollers lying in the same plane. The beam is stable for

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37. The maximum deflection of a simply supported beam subjected to a uniformly distributed load (w) over the span is

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38. The value of Poisson's ratio always remains

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

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40. Which of the following gives Poisson's ratio?

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

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

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

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45. *Young's modulus is the ratio of

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46. *A member which does not regain its original shape after the load producing deformation is removed, is said to be:

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47. A section of a beam is said to be in pure bending if it is subjected to

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

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49. A brittle material has

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

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