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 amount of shear force at the maximum bending moment

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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. Normally, the numerical value of Poisson's is

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

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6. *The product EI is called

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

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

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

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

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11. A cantilever beam is one which is:

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12. The maximum bending moment caused by a moving load on a fixed-end beam occurs

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

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14. Permanent set is

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

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16. *Strut is a

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17. *When the equal and opposite forces are applied to a body, tending to elongate it, then the stress produced is called

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18. *The velocity of a moving body is:

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19. "When a rectangular beam is loaded transversely the maximum compressive stress is developed on the :

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20. The value of Poisson's ratio always remains

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21. 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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22. *The S.I. unit of the modulus of elasticity is

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23. For a column of given material, the Rankine's constant depends on

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24. The section modulus of a circular section about an axis through its C.G. is

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25. *Dead load of a member is the

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

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

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28. *Tensile internal force tends to:

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

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30. A beam of uniform strength will have at every cross-section the same

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

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32. *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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33. The effective length of a column if both ends are hinged

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34. Centrifugal force acts away from the center of the path while centripetal force

35 / 50

35. Strain energy of a member may be defined as work done on it

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36. *Thrust is induced in the case of

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37. The slope of the curve of S.F. diagram at any section will be equal to

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

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39. The variation of the bending moment in the segment of a beam where no external load is present is

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40. The maximum shear stress will always occur at

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

42 / 50

42. An isotropic material has

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

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45. The crippling load for a column with both ends hinged is

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46. *Which of the following gives Modulus of Elasticity

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

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

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49. Moment of inertia of a rectangular beam bxd is

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

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